HomeMy WebLinkAboutContract 28429��������
,��..
.� �
i
A. DOUGL4S RADEMAKER, P.E.
DiRECTOR
DEPARTMENT OF ENGINEERING
au�us-r 2aaz
KENNETH BARR
MAYOR
DALE A. FISSLER, P.E.
DIRECTOR
WATER DEPARTMENT
� =�` {::
0 o�apao�►�popaovC.•+�
�r �. L#3vF�llr 6�"�
����B�ptOsiMli��a�.." ..
wr •
_G�: . ::i
�� C�r�+������ ���
�
CARTER & BURGESS, INC.
777 MAIN STREET
FORT WORTH, TX 76102
8 � 7-735-6000
� ��r
���.�1�IC�►iI�R�� �IT� ���R1�'�°A�� �����c�.cl
AND ��IV�'�iAC�' �� _
�O�iF�4CT ��C���iV�� _.�,. .�..�...
FOR
SANITARY SEWER LIFT STATION
TO SERVE SENDERA RANCH
DEPARTMENT Of ENGINEERING PROJECT NO. 3750
S�WER PROJECT NO. P171-070171280030
GARY W. JACKSON
CiTY MANAGER
GEDRGE A. BEHMANESH, P.E.
lNTERIM DIRECTaR
TRANSPORTATION AND
PUBLIC WORKS
�( ��°� �
�
C&B No. 01 '[ 358010
��������
_� �
�� b f���
�
t
�- � ;y�-v�: .
+ ��'�y�� ,
�� h""�''�G'�d�,� �
���pL
�
I
� ��������������
_ AND
CON��4Ci ����1M�IdTS
FOR
SANITARY SEWER LI�T STATION
TO SER1fE SENDERA RANCH
DEPARTMENT OF ENGINEERING PRO.iECT NO. 3750
' SEWER PROJECT NO. P171-07017128U030
GARY W. JACKSUN
C[TY MANAGER
GEQRGE A. BEHMANESH, P.E.
INTERIM DIRECTOR
TRANSPORTATlON AND
PUBLIC WORKS
��'
. � �
A. DOUGl.AS RADEMAKER, P.E.
DIRECTOR
DEPARTMENT �F ENGINEERING
; AUGUST 2002
�
�� ���t������C ���
,�
��
�
�� �- _ `�' � �,
� .e�� --5���7�;;.�o.
� �
� o`o�QJ`�T�,�`�o+�
a�.owoN
� � '��NA1����
�r r
gl����
� �
CARTER & BURGESS, iNC.
777 MAIN STREET
FORT WORTH, TX 76102
817-735�6000
C&B No. 011358010
KENNETH BARR
MAYOR
DA�E A. FISS�ER, P.E.
DIRECTOR
WATER DEPARTMENT
� � : y
p09�►eo�ea���•^,
��������
�����
- � f ��
�� � ��
�
�-
A���P6�11i�' i�0. '4
io
���CI�ICAilB�S /AFd� COfdii�CT ��CUI�FIVT�
�O�t
Ci� of ���t Wor�h, �e�de�a Rancf� S�nit�xry Lift S4ation
�er�v�� ��vje�t {��. I��i1��7��7�2�0�30
�.8.�. R�o. �i50
�ids �e��ipf �ate: ihupsday, O�iober 39, 20a�
Addendum Issu� ��fie: ��fiob�r fi�, 2002
io: Pro��ecfiide Bidders �nd �I�r� lioldees
Yhis addendum forms a parf af the Contract Documents and modifies the original Specificatians
and prawings dated August 204�, as noted below. Rcknowledge receipt ai this Addendu�n in
the space pravided in the prapasal. Faiiure ta acknnwledge receipt of the Addendum shal�
subject Bidder to disqualification. The plans and contract documents shall €ae modified as
follows:
Caid�iRUC�l�id CONY�ACY ���UR�f�fVi� (SP�CIFI�ATIOiVS)
�ar� �► - No�ice �o �iclderr�
ihe first paragraph, first sentence shall be revised to read as follows:
Sealed praposals for tha Sanitary Sewer Lift S#ation to Seroe 5endera Lift Station, Project Alo.
P471�07fl179Q�80030, wilZ be received at t�e o�ce of the �urchasing Niar�ager u�tif 'i:3p P.AIf.,
Yhur�day, �c�ober �9, �QO� and #hen be read aloud at 2:D0 P.AR. in the City Co�ncil CF�ambers.
Third paragraph, firs# s�ntence sriall 6e re�ised to read as follows:
"A non-mandatory pre-bid conference far the General Contractors will be hald at the City af For�
Wort�'s �agle IVlountaiR Water �reatment Plant in their conference room on 8ctab�p 1!"' at
2:Q0 P.M. to discuss #he scope of this p�oject and to answer any �uestions about the plans and
specificatians.
S���l�'�A�I�N: :
Secfiion 1 q 321 o Odo� Confirol
Add to Part 2 c.
°v. An 8�inch flexible duct is required from the wet well to the odor contral unit and must b�
pro�ided by the odor control unit pravider. �he flexible duct material shall be made from all
weather durable mater�a� and as recommended by the manufacturer for this type of application.
ih� t��xible duct_must b� ap�raved by the �ngineer in the sUbmEttal review process befor�
installation.
ADD�NDA 1 S�NI��RA LIFT STAilON1.D�ge 1
����n��u�n wo. �
io
SPEGIFIC�►TIOiVS ANL� C�N�}�ACT DOC�11��f�iS
�8�
City of �o� VVor�h, Ser�der�a Ranch Sani4ary L,ift Station
, �eweY �Yojec4 Wo. ��l1o0iQ'ii'i280030
. �.0.�, �la. 3i�0
�ids Receipt �af�: ihu�sday, �ctober 39, 2q02
Addendum Issue �ate: October 2�, 20p2
�
�'o: �rospec�ive �ic�ders and Plan Holders
ihis addendum farms a part of the Contrac# Qocuments and modifies the or�ginal Specificatians
and Drawings dated August 2002, as noted below. Acknowledge receipt of this Addendum in
ti�e space provided in the proposal. Failure to acknowledge receipt af the Addendum shall
subj�ct Bidder to disquafification. ihe �lans and co�tract doc�ments shail be modi�ed as
follows:
cv�s��uc�ion� �o���ac� ��cu�w���� t���c��ic�Tio�s�
ITEM 2-1: PART B-- Proposal
The hid proposal shall be replaced in its entirety with the Bid Propasal included as �,ttachmen4
�,va��
ITEM 2-2: Addenda Number 1
Addenda Number 1— Clarification for sheet 5 of 32
Revise sentence ta read: "The 1-inch water fine from the tapping sleeve to the City af �ort
Worth's standard wash down station shall be made from Type K copper conformit�g to Special
Condikions D-31 and the City of Fort War�f�"s Material Specification E1-'i7."
ITEM 2-3: PART E- Teci�nical Sqecifications 08112 — STANDARD STEEL DOORS AND
FRAM ES
On page D$112-3, add the iollowing:
2.4.0 Exierior doorstop to preven# damag� ta gene�atar building from door, as
approved by engineer.
IT�M 2-4: PART E- Tech�ica! 5pecifications 11316 — SUBNIERSIBI.E SEWAGE PUMPS
On page 11�16-7, add the fallowing:
3.4.0 The initial flow pumps at 1020 gpm at 83'TDH shall ha�e provisions to fit an 8"
elbow and discharge piping. TF�e future pump capacity will be 2000 gpm at 100'
TDH with 90HP mators. Consequently, the elbaw and discharge piping must be
ADDENDA 2 SENDERA l,IFT STATIQN.D(�C
Page 1
�
�"
sized for the uftirnate capacity.
ITEM 2-5: PART E-- Technical Specifications 11350 — ALUMINUM ACCESS HATCHES AND
APPURTENANCES
�n page 1 �350-1, change the last sentence �f item 2.01.A. to read as follaws: "Hatch shall be
pad-fockable."
ITEM 2-6: PART E- Technicai Specifications 15100 -- VALVES AND APPURTENANCES
Clarification on specification sec#ian 15100: In #he specifications there exists two versians of
section 15100 mistakenly. Please omit the first versian in its ehtirety and on the second �ersion
on page 15100-1, add th� followir�g:
1.03.H Reduced Pressure Zone Back�low Pre�er�ters
On page 15100-5, add the following:
2.09 Reduced Pressure Zone Backflaw Preventers
A. RPZ Valves shall be Watts series Q�9 or aQ�raved equal.
B, � RPZ Vatves shall be instaqed in a Class B Standard Cancrefe Meter Box
as per Gify af Fart Worth's mater�al speeifica�ion E1-'18.
C. RPZ Val�es shall i�e appror�ed by engineer in the submittal revi�w
process.
ITEM 2-7: PART E- Technical Specifications 16191 - MISCELLANEOUS EQUIPMENT
Part 2, S�ction 2.01.D. There are two paragraphs shown numbered "3". Renumber the second
paragraph 4, and change Paragraph � through 8#o numbers 5 through 9.
Part 2, Section 2.01.D. Replace Paragra�h 3 with the follawing:
Pravide #he size starkers shown on the �rawings. The Starters for Pumps P-101 and P-
1d2 will be replaced with autatransformer type size 4 starters to control future 90 Hp
pumps. The Circui# break�rs in Panel HP and wire size from Panel HP to the starters
shown are sized for t�e future 90 Hp pumps.
1TEM 2-8: PART E- Yechnical Specifications 16130 — STANDBY GENERATOR 5ET
Part 2, Section 2.02. Replace Paragraph C with the fpllowing:
Laad Pic� Up: ihe diesel engine-generator s�t shali be capable af pic�ing up the loads
at each site in the ste�s shown, with starting and running valtage dips not exeeeding
15°/fl and frequency variation not more than *1- 5%. ihe present pump size is �5 hp and
will be started across the line. The future pump size wiil be 90 Hp and will be started with
a soft starter. The diesel engine-generatar set shail be sized to accommodate the fut�are
90-hp. pump starting with a reduced voltage auta-transformer type starter, and sh�ll be
able to start ar�d run t�e 25 Hp motor across the line. T�e engine-generator set shall be
ADDENDA 2 S�ND�RA �IFT STATION.DOC
Page 2 �
�
sized on the condition that presents the most stringent car�dit�ar�s. Contractor shall
submit calculations showing both s�tuatians to verify generatvr sizing is co�rect.
Present Canditions
Step 1. Miniloacf Center (� 0�VA ar as s�owr�} and 3/4-hp Odor Control Mator
Step 2. Fir�t pump: 25-hp across the line.
Future Conditian
5tep 1. Miniload Cent�r (10 kVA or as shown} and'/-hp ador Cantrol Mo#or
Step 2. �rirst pump: future 90-hp reduced voltage autotransfarmer type — 65% tap.
Part 2, Section 2.02. Add Paragraph D as fopows:
The er�gine-generator shall be capable of powe�ing Step 1 above plus or�e 25 Hp pump
in Step 2 without damage or deteriaration due ta under-loading the engine. Provide any
required modifications ta the enginE andlor provide a load bank to accommodate this
requirement. The load bank shali be provided wi#h any pratective devices andlor
contactors or switches raquired to cannect the laad ban� to the generator. The
Contractor shafl provic#e all iabor, materials and equipment req�ired to install the load
bank. The installation shall be such that the madificaiions andlar load bank shalf be
easily remo�ed wi�h the 90 Hp motors are installed.
co�s��uc��on� co�r�,c� �o�un����� (��e���
ITEM 2-9: Clarification of 5heet 9 of 32: The clearance befin+een the pump intake and the base
floor elevation of the lift station shall be 72" minimum. The 6"X8" eccentric rec�ucer and elbow
shall be replaced by 8"X8" discharge elbaw. See plan she�t revision provided as i4f4�chmenf
�4�� 2. �
ITEM 2-10: Clarificatian ofi Sheet 23 of 32: Add a# 410 ground from the ground grid to the main
eircuit breaker er�closure. .
ITEM 2-11: Clarifica#ion of Sheet 24 of 32: Change the dooT mounted limit switcf� ta read "Motion
Detector Y5-146. Show 2# �12, #12 G, 2# 14, 3/" conduit provided from Y5-1 d6 ta th� Cantrol
Panel. Add Nate 4 '
ITEM 2-12: Clar�fication of Sheet 24 of 32: Add Note 4 to read as follows: Provide Optex Infrared
long-range (80 feet} outdoor type infrared detector, Madel No. LX-802N.
ITEM 2-13: Clari�catian of Sheet 25 af 32: Electrical Room Plan; change t�e cal2out "Future 100
Hp VFD-1Q1" #o "�uture 90 Hp RVNR Starter P-101".
ITEM 2-14: Clarificatian of Sheet 25 of 32: �lectrical Room Plan; change t�re caliout "�uture � 00
,�
ADDENDA 2 SENDERA LIFT STATION.DOC
-Page 3
��
i'
Hp VF�-102" to "Future 90 Hp RVNR Starter P-102".
ITEM 2-15: Clarification of SF�eet 25 af 32: Section A; change the callout "Area for Future 90 Hp
Soft Starter 5S-101" to "Area for Fufure 90 Hp RVNR StarEer P-'�D1".
ITEM 2-16: Clarification of Sheet 25 0# 32: Sec#ion A; change the callaut "Arsa far Futur�: 90 Hp
Soft Starter SS-'102" to "Area for Future 90 Hp RVNR Starter P-102".
ITEM 2-17: Clarificatior� af Sheet Z6 of 32; One l.ine Diagram; Ghange the Generator size to 1�0
k111f .
ITEM 2-18: Clarifcation of Sheet 26 of 32: One Line Diagram; Cha�g� the Generator main
circuit breaker size to a 400-amp frame, 300-amp trip breaker.
1TEM 2-19: Clarification of Sheet 26 �f 32: One Line Diagram; Change the main circuit breaker
size to a 400-amp frame, 350-amp trip breaker.
ITEM 2-20: Clarification of Sheet 26 of 32: One Line Diagrarn; Change the odo� control moto� to
a �/ Hp motor.
ITEM 2-21: Clarifieation of S�eet 27 of 32: This sheet is reissued.
ITEM 2-22: CEarification of She�t 28 of 32: This sheet is reissued.
ITEM 2�23: Clarifcation of Sheet 29 of 32: This sheet is reissued.
1TEM 2-24: Clarification af Sheet 30 of 32: ReissUe Detail G.
ITEM 2-25: Clarification af S�eet 32 of 32: Reissue Loop 140.
ITEM 2-26: Clar�fication of Sheet 32 of 32; Reissue Loop 10'!.
ITEM 2-27: Clarification of Sheet 32 of 32: Reissue Loop 102 8� 103.
iTEM 2-Z8: Clarificatfon o# Sheet 32 of 32: Reissue Loop 104.
ITEM 2-29: Clarification af She�t 32A ofi 32: Issue new Loop i06.
d�
��
ADDENDA 2 SENDERA LIFT STAYION.DOC
Page 4
��
r
_�
END ��' A���R�DUAfl
Ali items in conflict with this add�ndum are hereby deleted.
i�l� �a���iVDU1Vl IS �AA�� ��I�i O�r Yb� C��TF�Ci DOCUMf�Rl�S �►[d� �HALL
�� ��WiV�V�IL�G�� �R� THE �R��OSA� �F�D TH� �ID FfVV�����. A �igned
` eopy o� this addendum N�. � shoufc9 be in�lud�d in the se�led bEd end�lope at ihe
� �ime o� bid submit��l. F�ilu�e fio a�knowledg� the Peceip� of �his �ddendum could
, cause the �ubje�� bidde� io be "non�responsi�+e", resulfing in disqu�li�cafiia�.
,�
Carter & Burgess, Inc.
Wm. Bart Hines, P.E.
October 2�, 2002
�
�
ADDENDA 2 SENDERA L1FT STAYION.DOC
Page �
I `i
4._!
/�i7°A�N�IY�Wi A!'��o7
Par� � o P�OP�SA�
(�hi� Prop�sai mu�t not i�� r��mov�ci fir�m �hi� book of Cont�� �ocum�n4�}
TC3: Mr. Gary W. Jackson
City Manager
Ciry of For� Warth, %xas
�OR: SANITARY S�WER LI�' STATIDN
�O SERV� SENp�RA RANCH
1092 AVONDAL� HASLET ROAD
DEPARTMENY �F �NGfN�ERING PROJECi NO. 3750
S�WER PROJ�Ci NO. P17'i�070171280030
�orfi Worth, Texas
September �QQ2
includes #he fumishing of al� material5 (except as specified ta be fumished by the City), equipment
and labor for the instailatifln of sanitary sewer �i## station, all neeessary appurtenances and i�eide+�tai
work ta prQ�ide a comple#e and serviceable praject. .
Pursuant to the foregoing "Notice to Bidders," #he undersigned bidder, having tho�r�ughiy examined
the cantract documents, including p�ans, special contrac# dacuments, and the Gerieral Cantract
Documents and Genera[ Speciftcai�ons far Water []epartment Projects, the siie of the project and
understanding ti�e amount otwork ta be done, and the pre�ailing conditions, hereby proposes to cio
afl fihe wor�Z, fumish all labor, equipment and material neaessary to fulfy campiefe tF�e inspec#fon and
approvai of #he �irectt�r of the City Wate� Department af the Ciiy of Fart Worth, %xas; and binds
�rimself upon accepianae of tF�is �roposal to executa a cant�act and furnish an app�oved
Performance �ond, Aayment �ond, Mainter�ance Bond, and such otFiee bonds, if any, as may be
required by the Contraet Dacuments for the pe�%rming and completir�g o� the said waric.
Contractor proposes to da the work within the tirr�e stated and fnr the follawing sums:
(Fumis� and install, including all a�pu�kenant worfc, camplete in place, tFie fallowing items):
.
- _ � . — —_ — - • — �
�[�AY A��IZ�XInNN�eTE ��S��I�iI�hE O� Ii�WIS V�'li�i �I� {�F�11i �,flI�OUWi'
Ii�AA QUr4�TIiY �FtE��� IIV�IT'T�R11�11�OFtDS � �1�IC� � �ID
_ • — _ _�
1. � 1 L.S. Lift Station including all related �
appurt�nances, Comp�ete in Ptace, Per Lump
Sum
Fi�e Hundred Twenty 5ix Thousand
F'our Hundred DoElars &
2. 300 l�.�
�
��'o _ _ _ Cents per LS. $ 526,4QO.Q0
�rench Safety System, Per Linear �oat
Five
Zero
- s._ � .!
Dollars &
— - . - — - Cen#s per L.�. $
i�TA� I
$ 526,40Q.00
s.00 i,sao.00
$
_ � 527`900.Oi1
AD��NA 2 SEN��RA LI�" SiA'T fON.DOC �-1
�at� � � �ROPOS��, (cortt.)
Within ten (1 D} days after notification by the City, the uRdersigned wi�l execute the farma! contract and will deliver an
a�proved Surety Bond and s�ct� ather bonds as required by the Contrac# Qacuments, #or the faith€ul performance of
the Contract. The attached bid sect�rity in the amount of 5% is #o become the prop�rty of the City of Fort Warth,
Texas, in the event the contract and bond or bands are nat executed and delivered within the time abo�e set forth,
as liquidated damages for delay and addit9anal wvr#t caused thereby.
� The undersigned bidder certifies that he has been furnished at leas# one set of t�e General Contract Documents and
Genera� Specifications for Water Department Projects daied January 1, 19T8, and that he has read and tharougt�ly
�understands all the requirements and conditions of those General Documents and these specific Gantract
Documents and appurtenant plans.
The undersigned assures khat its emplayees and applicants for emplayment ar�d those of any labor organization,
stabcar�tractors ar empEoyment agency in either furnishing ar referring emplayee applicants to the undersignec4 are
not ciiscriminated agains# as prohibited by the terms of City Orc�inance Na. 7278 as amended by City Ordinance No.
7400.
�. The Bidder agrees to begin construction witF�in ten 10 calendar days after issue of t�te war� order, and to
substantially camplete the contract within �f�� bUPI���� S13�Y � 6A calendar days and final comple#ion
�date of 'T�JVO bIiWDR�D ,� 20� � after beginning cor�struction as set forth 'tn the written work order to be fumished
by tha Owner.
(Complete A ar B below, as applica�fe:)
C]
Ifi
A.
B.
The principal place ofi business of our campany is in the State of
[] Nanresident bidders in the State o� , our principal place af
�business are required to be _ percent lower than resident bidders by state
law. ,A cc�py of the statute is attached. �
[] Nonresident bEdders in the State of , our principal place of
business, are not required ta underbid resident bidders.
The principal place oi business o# our company or our parent campany or majority
owner is in the State of Texas.
Receipt is acknowledged of the follawing addenda:
Addendum No. 1 �
Addendum No. 2
Addencium Na. 3
�SEAL)
If �idiier �s Ca�poratior�.
5AN1TAFiY SEINER LIFT SYATION
TO S�RVE SENDERA RANGH '
T��AL �ID
Respec#�j su�m�d, � � � y
� i�,_�f .'� �
�
,
BY:
- TITLE: i � PP�,� � �1� t� �
ADDRESS: � + P
,..@�r1L� ,���'-�'� � '�
$ � ��_�� �
A�p�NA � S�N��RA �iFT SYAiION.DOC
U
�
vi
�
v
�
�
a
m
N
�
y�
T`
L
v
ca
T
�
N
0
Q
�
�-
�
�
�
T
a
0
u
_^ �
GRA�G
xGC�E55 M RES7RAINED �' CHECK vALYE .
iuTCH � FLAHGE COUPLixG � r B•� U6 YiLYE
�pApTpR 1 ± 6" BYPASS ifI OUlCK �l5CWu1ECT
EL T82.04 �
T. 0. G. EL. YAR 165 � . � ° . - � ,• r � ° • • � '
.fSEE GRAU1�70 lub PAYfMO PL�H) �,:� �° � 0" PLUG Y1LVE
t. r . a . Q . a f• Ir' � e' .C' "�' •'�
. 6 � I • '
� �'a � f ° ,p: �C I. �'l�tl PIPE
n ' �I ° ' • rir oi •
°•e . a 1 .'Y'
. s�s' a:
wD
� . � ''I � r D �r'
e , . ...�� e e .p •
' p !" 61 � � P ; T'
EL. T73. E6
s e �� 6' �•°• °•. . �•• '�
. • ' � a
a,' STAl10.E55 � e• � • p�pE St1PPORiS iTYP1
STEipL� PU� �� —^ RE� TYPE 5 PIVE
, A BTIPINPA�R I ' p SUPPORT
. I
0. I. wAlL PIPE ° � ' °' SI�P
. • 6 � D
D. 1. T6 PYC '
i[fA�TpR ° • . `e..
�a
' • �- ' � �STAINLESS ST£EL PIPE SUPPOfi7
a v�, � BAFFLE IPALL - � 'e .� BRJICkEiS • 6' 7• 0. C. ( TYP)
��o s, � ' p
� �•� .
A„ .p .
..,�_. ' PECT N0. 11
�a
. e. a
6 . _ . .
Y�' SS ' a �8 ' .
IkLET FL EL. T6f.yp : p �_•
• e- N � a
EL. T60.00 �P^�e�F.J'^-• c�'•�'L ' 'e.
�- p•• p•• °•• �•r 6• '
e• x e• o�st�uaecE e�eu�
1 5������
7 S NpT 70 SCALE
� — � —
�' � �
������� �����
/ '�
�o-ti�t'
/
�
, ! _�. � _ ., � � - �
�GN=T�\Jvb\011358\01135BFt�ORWG510UT�358AQ2-2.dgn
f f
�°�'r�
Can�ultonh A EnalncavMq, Hchit�cl�r0.
Plennln9 md th� Fnvironmv�k
� n7 1EeF S�tree��FO�it�Y'wrtN, Tpf[m 78i02
�� t - — � —
..�.-,�-- _ - - - -
��I �ESCRIPTIOH I TYPE I
C4NiNOL ROOM
�YHONE
PUMP Ct7NiROL A1hNEL
M1T0 pIRLER
�
CRIiERIA I WdAETAC/FUNC710N I OTY
INIRUSION
�
�
1
�
I
I
I - --
[
I
I
I
pUMP CONTROL �
P�� I
FIELD k -
I
I
' iN�,� r�o MonoN
� 1NiRUSl�k1 ALARM
ES-- YS
fNiftUSloN AlARk1
LOf]P NO. 1D6
�
� � .r
� � � ���
r� ��
-,r r
�R �..,T !4 WI{f1WS �N.MI
� 55304 i
!� </�xy��
! �iz�/��..�,r,:.�"
• CITY ❑F FC1RT k�OR�N, TEXAS
SANITARY SEWER LI�T STATI�N ANA 12' FORC� MAIN
T❑ SE�VE SENDERA RANCH I— 32Aa
INTRUSION ALARM—LOOP 106 DIAGRAM �
_ ADDENDUM NQ. 2 _ ���� �
� � \
��
a
a
ffEAi I �ESCRIP'f10N I TYPE I CRIFfRlA I NAMEFAG/FUNCTION I Q7Y
1YET 1NELL
� HIGH I.EVEL
AL.ARM
iAFi U
CONiR6L ROOM I �
I I
�EPH4NE � I
I i
PUMP C4NiROL PMiEL /� /A\
AUTO OWLER ' � T
I �
� � � START
` LS 13F LJC LY _$ } PklMPS, TOP
LOOP 102 dc 7 03
iYro PUMP
�- ALTERNATOR
� STOP
1
puMP caxrRo� �
PIhNEL �
f
Flao I �
� � LR, L5H, 1JC k LY ARE A
�PART QF THE SAME
� 1NSTRUMEPfT
.i
TO SUBMERSIBLE PUAIPS
RAW SEWAGE
PUMP STATION LEVEL CONTRaLS I�P N0. 10D
I�
n
�
� r �».
'+��.. �4
�d�nr � rauu�s ,n.y
��5� _ ,t��S
r
1 ''�..... �f �o
I� /� � / '�:.�.*�-�`'
CITY OF F�RT WOI�7N, TEXAS
� � SANITARY SEWER LIFT STATI�N AND 12' F❑RCE MAIN
' ��,��,�e ��,qm,o,,,� „n,,,,�,,,,� T❑ SERVE SENDERA RANCH I-32a
Runnln9 onE W� Env�anmm4
��Q�a�.,��. PUMP STATION LEVEL CONTROLS—LOOP 100 DIAGRAM
n� u� stra.ti Fwt wartn. r�,ro. �e�os
,. ,
ADDENDUM N0. 2 _ _ �,�RE _ J
� �
i
�,
IiEMI �E5CR1PTlON I TYPE 1
. �
C4NTROL R4dM
�EPHONE
PUMP GOHETR4� PANEL
AU?0 DWI.Qi
PUMP CONiROL
PANEL
FlELD
--• -- -- �— — — — �
INaMETAG/FUNC110N I alY
I
I
�
�
Y
� STAKT PUMPS
LY (BACK UP)
—'� LOQP 102. 103/�
L�
� HS
�_�
I A
� � ACKNDK'LfOGE
E R
I
� BEqCUh
1 AIAR�t
l
I
�Sx�
PUMP STATICt�I BACKUP I.EVEL I LOOP N0. 10}
I �--
��
�.�Ra�� „ � �,�, �,�,�
Plannlny und ths �ironm�t —
� i, �e � a�� ���
777 IAah Stre�sE, Fert 111a1h, Texoa 78102
, U� ` — ,
E� "�
9 /�
' ` '���L
- �* 's �ii.�
y �'����.
�
�����,�r.-��::;�=�-
! CITY ❑F FORT 1�ORTH, TEXAS
SANITRRY SEWER LIFT STATIi7N AND 12'' F�RCE MAIN
TD SEi�VE SENDERA RANCM i-32b
PUMP STATION BACKUP LEVEL—LOOP 101 DIAGRAM
_ ADDENDUM N0: 2 _ � Fl�,RE �
!rt
�
i
j
�
ITEI�A j DESCRIPTIUN � IYPE I CRRER4A I W�METAC/FUNCFION I 4TY
CONTROL ROOµ
TEtEPNONE
PUA7P CONTROL PRIVEL
AUT� 6ULLER
STp,RT pUlApg'"1
(BACk UP) LOOP
10D ___
PUTAP STHRI�RS
PiiMP
FAIL
YA
I
�
I
— I —
HIGH STATOR �
RUN iEMP M015R1RE
PROM
� YA-- YA— I -- LOOP
� 104
k I I j �j
I 1 1 �
--L---�-----�----�
--------sr►�r r-�oM �ooP ios
(6ACK UP)
I WINplNG IA0151URE SfNSOR
M TSH lY
� iNTEltL4CK PREVEMS 'ftii�0
� — Q pUAAP RUNNING Y�'HEN
GENERATQR IS ON.
SUBI�ER5191.� PUf�P P—tOf dc P-102 I�P NO. 102 dc 1Q3
_ 1
�� � yi
�� � 3S
r , x ww�a3 'i
� 55304 ��
�� i
ro �z�/ '`'�::��`ti
��r�u,��
canr.ulttlnN ln En rn.rr,rn¢ A.chilcdun.
plannlnq bnd th� �nvhanmmt
�R � e�� ���.
777 Ikoln S�raai Fort YM1'orth. TOyO� 76742
� — — —
CITY ❑F F�RT WORTH, TEXAS
SANITARY SEWER LIF7 STATIDN AND 12' FCIRCE MAIN
TO SERVE SENDERA RANCH �
SUBM�RSIBLE PUMP P-102 & P--1 a3--LOOP DIAGRAM
ADDENDIJM N0. 2
I-32c
�cuRe J
frEAll OFSCRIP[lON I TYPE I CRI7ERIA I��AG/FUllCTION 1 Q7Y�
CUMl�[OlY Q1
FAULT ON
� g B
1 �
CONTIiOL ROOM I I
I I
iELEPHONE I '
PUMP CONiROL PANEL
AUTO 41AlER
I
f �
�
I � �
I SO LOOP �
I 101 dc
� �— I
I
I I
I I
MCC I I
FkELp t �
l I
I I
� 4
I GENERATOR CONTRO� PMlFi �
S7ANDBY GEE�fERATOR
�LOOP N0. 1 D4
i
ti
;{� �a .,
��,
I A « � \�I�/
r�
I ! A MIWAIES �R.�
��rJrJ�4 i.�.�i%
(,���>
� � /af'/ ft��� �
� � CITY ❑F F❑RT W❑RTH, TEXAS !
SANITP�RY SEWER L.IFT STATIDN AND 12' FORCE MAIN
��,{�t�,��,g,��,�,,,�,,�,,,��,� TO SERVE SENDERA RANCH _ __ I-32d
Plonnln9 and ih� Envka+m�nt -
m► �8�.,��,�.T���6to2 STANDBY GENERATOR—LOOP 104 DIAGRAM
= t.
ADDENDUM N0. 2 FlGURE J
�,.
PL�I�tlS:
Clarification for sheet 5 of 32: ihe 1-inch water line from the tapping sleeve to the City of �ort
Worth's standard wash down station shall be made fram schedUle 40 PVC pipe.
Clarification far shee# 7 af 3�; Water stap for the wet well base flaor and �erticaf wall shall be as
indicated an plans as, �-inci� PVC water stop. All other constn�ctiart join#s are as specified on
sheet 17 of 32.
Clarification far sheet 8 of 32: ihe 8dinch quick disconnect shall be consistent with City of �ort
�� Worth's bypass pumping operatioRs standards and shall be approved by the engineer in the
submittal review process.
Cl�ri�cation for sheet 20 of 32: ihe sump pump shall be a 115 �alt, 3 phase, minimum % Fi�,
motor and capable of pumping �0 gpm at 10 ft head. The motor and pump assembly shall be
304 stainfess steel ar�d prav�ded with an intemaE float pump actuatian. The sump pump
asseml�ly must be appro�ed by tfi�e engineer in the submittal review process.
FfVC� O� �►��FW�U�fl
All items in canfl�ct with this addendum are hereby deleted.
� i iHIS �4���NDU14�Y IS �A�E ��4Fti 8� iF;� G�NY��i DO��1ME1�T� /4i�1� �H�LL
�� �►�l4NOWL���� �[d ib� ���POSAt� �eN� iH� �I� �Nl��LOF'�. � �igr��d
� � cepy o� �his ac�d�ndurm [do. '� �hould b� included in �i�e ���I�c� bid �nd�lo�� �� fh�
�� �ime of bid �ubmiit�l. �ailuY� fa �cknowl�dg� fih� re��ipt o� thts �ddendum ��uld
e�us� �h� �u���ct #�idd�p t� �e "n�n-���ponsid�", Pesulfiing in disquali�ic�tion.
Carter & �urgess, Inc.
Wm. Bart H�nes, P.E.
Oct�ber 15, 2002
ADDENDA � SENDERA LiFT SiATlON1.C]�g�: 2
�oi
,
� ��
�
Item 03300 -
ltem 43fi00 -
DIVISION 4 -
Item 04065 -
Item 0482a -
DNISION 5 -
Item 05500 -
Item 05501 -
Item 05530 -
D1V15lON 7 -
ltem 47165 -
ltem 07920 -
DIVi510N 8 -
Item D8112 -
^ ' DlVISlON 9 -
it�m 09900 -
Item 09901 -
f
DIVISION 11 -
Item 11316 -
, Item � 1321 -
Itern 't 1350 -
� fism 11360 -
I S
�
� �
DIVISI�N 15 -
Item 150Q1 -
Item 15Q02 -
Item 15Q41 -
ltem 15043 -
liem 15080 -
Item 15100 -
Item 15140 -
DIV�SION 16 -
Item 1 fiQQO -
Item 16110 -
Item 16�20 -
I#em 16191 -
It�m 1S22Q -
[tem � 6660 -
Part F- BONDS AND INSURANCE
Cast-In-Place Cancrete
Grout
MAS�NRY
Masonry Martar & Grout
Reinforced Unit Masonry Assemblies
METALS
Miscellaneous Metaf
Anchor Bolts, Expansion Anchors and
Conc�ete Inserts
Grating & Floor Plates
THERMAL AND MQISTURE PROTECTION
Cementitious Waterproofing
.�aint Sealants
DQQRS AND WINDOWS
Standard Steel �oors & Frames
FINISHES
Painting
Wetwell Interior Coating
EQUIPMENT
Submersible Sewage Pumps
Odor Control
Aluminum Acc�ss Hatch�s, Appurtenances
Valve Vauft Grating
MECHANICAL
General Requirements for P{ant
and Statian Pipir�g Systems
Field Testing of Plan# S#ation Piping
Systems
Ductile lron Pipe and Fittings
Leafcage Test of Hydraulic Structures
Pipe Couplings and Expansion Joints
Valves and App�rtenances
5upparts and Anchors
ELECTRICAL
Elecirical Ge�eral Pravisions
Raceways, Boxes, �ittings & Supports
Wires and Cables
Miscellan�ous Equipment
Standby Generator 5et
Grounding Sysiem
� 4-�
�.,
-Certificate of Insurance
- Performanc� Bar�d
- Payment Bond
- Maintenance Band
- Contractor Campliance with Worker's Compensat�on Law
0
Part G - CONTRACT
Part H — PROPERTY
- Exhibit "A" — Deed af P�operty
, Appendix A— Selecied Standard Details �rom FWIND General Contract
1� Documents and Spec9fications.
�-
,`
Appendix B — Geotec�nical Repo�t
i
;.�
'�'� ,�', i� 1,
1 � -
�' � �G �' !' �' I I!
F�
•,
��
1�OTICE TO BIDDERS
Sealed propasals �or the Sanitary Sewer Lift Station To Serve Sendera Ranch,
Project l�umber P�.71�p�01 �10�80030, will be received at the office of the Puxchasing
Mauager unti11:30 P.M., Thursday, Octobe�t� 31st, 20�2 and tnen publicly opened and
read alaud at 2:QQ P.M. in the City Council Chambers. Platas, Specifications and
Contract Docum�nts for �his proj ect may be obtained at the offices of Cart�r & Burgess,
777 Main Street, Fort Worth, Texas 761.02. One set oinlans and doctunents will be
pravided far a non-refundable denosi� of fortv dollars.
General Contract Documents and General Specifications for Water Departmenf projects,
dated January 1, 1978, wi�h the latest revisions, also campromise a part oi the Contxact
Documents for this project and may be obtained by paying a non-refund�ble fee of
$54.00 for each set, at the affice of Water Department, Municipal Off'ice Building, 1000
Throckmorton Street, Fart Warth, Texas.
A nQn-mandatoxy pxe-bid rneeting will be neld at the City of Fort Worth's Eag1e
Mountain Water Treatment Plant in their conference room on October 17th at 2:00 P.�.
to discuss the scape of this pz'oject and to answer any quEs#ions about the plans and
spEcifications. The Eagle Mountain WTP is located at 6801 Bowman Rob�rts Road, Fort
Worth, TX, 76179 (MAPSCO 32�.
All bidders must he predqualified with tite City of Fort Worth Wa�er Depar#ment a
minimum of seven (7'} days prior to bid opening.
The City reserves the right to reject any atxd/o� all bids and waive any andlor all
� formalities. No bid may be withdrawn until the expiration ofninety (9a) days from the
� date the bids are receiv�d.
�,� Far additional information, contact Wm. Bart Hines, P.E. $17-735-620�.
Advertising Dates:
October 3, �00�
October 10, �OQ�
,_�
z�
�P�CI�L 1N��RUC�IOi�� iQ �IDD�RS
1. �R�@�I�eLI1�IC�`�101`! R�QUift���iVT
a. A current financial stat�ment, an acceptable experience record an� an acceptable
equipment scF�eduls must be filed with the Director of the Water Department at least
orre week prior to the our for opening bids. The #inanciai staiemen# requir�d shall
have been prepared by an independent certified public accountant or an
indepe�dent puhlic accountant holding a �alid permit issued by an appropriate 5tate
licensing agency and shall have been prepared as to reflect the #inancial status of
#he submitting company. This statement must be current and not more than one (1)
year old. In the case that a bidding date falls within the time a new statement is
being prepared, the previous statement shall be updated by proper verifica#�on.
Proposals submitted by a prospective bidder who has not fulfifled the above
requirements sF�atl be returned unopened.
Prospective b9dders whose quali�cations are not deemed to be appropriate ta the
nature arad/aT magnitude of the project an which bi�s are to be received will be
notified hefore the date af the bid ope�i�g, and any proposals submitted by thern
shail be returned unopened. Liquid assets in the amoun# of ten (�a%) percent af
the estimatec3 project cost will be required.
�� b. For an experience record to be eonsider�d to be acceptab�e for a given project, it
must reflect the experie�ce of the firm seeking qualification in work of both the same
nature and tec�nical level as that af the praject for whicF� bids are to be received
�� and such experience must ha�e been on projects completed not more than five {5)
years prior to the date on which bids are to be received.
c. The Director of the Water Department shalf be the sole judge as to #he ac�eptability
for financial �ualification ta bid on any Fort Warth Water Department project.
d. The praspecti�e bidder shall schedule the equipment he has a�railable for the
, projec# and state that he wilf rent such additional equipment as may be reqcaired #o
complete the project on which he submits a bid.
�. �I� S�CURI�Y: A cashier's checEt ar acceptable bidder's bond payable io the �ity of
For# Worth in a� amount of not less than five percent (�%} of the largest possible total of
the bid subm9tted must accomparty #he bid, and is subject to forteiture in the ever�t the
success#ul bidder fails to execute the Contract Documents within {'I O) days after the
� contract has been awarded. To be an acceptable surety on t�ie bond, {1) the name of
ihe surety shall be included on the current IJ.S. Treasury, or (2) the surety must have
capital and surplus equal to ten times the limit af the bond. The surety must be lieensed
to do business in the 5tate of Texas. The amount of #he bond shail not exceed the
amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus.
i
� 3. �OP1�5: A pertormance bond, a payment bond and a maintenance band each for one
hundred (100%) percent of the contraci price will be required, Referance C 3-3.
4, li+�p►C� RAT��: Not less than the prevailing wage rates established by t�e City of Fart
Worth, Texas, and as set fnrth in the cor�trac� documents must be paid on this protect.
ti� �. AN➢�IGIlITY: In the case of ambiguity or iac� of clearness in stating prices in the �
Propasal the City reserves the right to adopt the most advantageous construction thereofi
� to the City or to reject the Proposal.
I
r�. 4
�ir�r �� �o�-� wo���
��[��`F���T ��I�F�PL���l�E Il�l�l�l�i���l]�..�11�
TF-41� FOFtIV� !x!flJ�T F3E ATTA�MED TO TF-i� F�Ol��ll�{`a "1'VI So �" 6�F01��
LAIN C1�I�IAR'I'11rI�hIT AfVl7 �F1'Y nll�hlA��F2 ���'F2i3VAL.
To: �hris Harder
_ �.ir�dNrlirtie ap�;�:',pr�ta oire )r�t', f�+l�� c�r C�i,a}+���� C1a�r�rtr�t��,; f�ixra�tn�
�rom: T�omas Jordar� �� � �O'10�
Mf4'�+i�E t7�fis:,� S���ff - � -- - �xten�i�n
Da�e; Novemt�er 'i 8. 2�02
In #�,e An-�ocxrti� of ���7',���,�� P�1�1070911��0�30
—�,r�F+l�'r�„r, � -s;,�,
Pr�j��t�B�d: �e€�dera R��ich 1Na�twater �ift �tation
1. �a�n�l�anc� witlt �he �oty's ih�fWBE ltia� E�e�n acfii�v�cl b�r or�� af tkie
fo�lo�nrxr�y rnetl��els:
��. ��ri-� Fer' �On�tr�CtiOf7 �Oli'i[]�17b f�� ��1 �Q�r'1�II�h�� +Nl�h �11� �iiy's l�1�1l6'�
CxrcE�r���r�c� #��r �amr��ltting t� '��°ro h,{ll�U�� partici��lior7_ Tl�e ��#y"s go�l on ��ris
pt�aj��t r� 1 �"l�.
�
b�. i� in c�mpll���e with �f�e �it�s N1Ml8� Qr�iin�nc� by
cc�r��r�ni�tirMg to Q"f�� h.+�IIN�� �3�rt��ip�tl�r1 �nd t�aC�r�ier�tir7� goad f�ath ef�ork. _
��J�nfifi�d s�veral suf�cvntracting a�sd s����i�� �ppart�nitr�s. H�w���r, t�r�
N]Mf�3�s cor�t��t�� in �h� �,reas ir#�nti��d ciicC ��ut s�il�rrtit tli� �aw�st I��d�_ T1�e �it�l's
���� �fl ���I$ �lr��C?�� ?',�` Q°�0-
c}, Is in compllance wvith �ity's �1.U1�BE �rdirian�� Uy
doc��m�n#ir�g c�ood faith �ffor*. �h� �Gt�r'� g��l ori this pra���t is ��lu_
d�. fs i�� cor��E€an�� wi#� �I#�'� N9lIN�� �rdir�ance by s�t�n��ssion
�f �he prirr�e aontra��t�r waiv�r f��m TI�� �aty'� g�aj on th�� �rrvj�c# I� �°la
�. r t�app�rant �a�v c����ar ���c��r �s� pM� r��t co�pay w��� e� y�
�rd€r��r�ce I�ec�us�:
���3 1lg9
�
�
�, _
1 i �51} h+Earrison Lane
L1nll��, Te�n9 7���9
')72.�4�#.�43a� fcf�{rl+or�e
y72.���34.�42�3 jrr.�
CQkV�Ti2�JCTll�14 C�]N11�.4NY
� � � � � � � � � � ll � � � � � � 1 � �
�
To: ��t}� uf �`o� ��or#t�
Attr�: {;�u�is f'_ �iardcr_ f'_�.
Frorrr: ic�ct� C l��rf.�
Re; h+l�VJ[3�i �Ji�liza�r.itr� �orru
��: TJr+�m�s �or�� F�.�c R I 7-RT 2-G 1 K5
�auc= �17-87]-R195
�ate; hiove�be� � 3. �{�Q�
Pages: 5
[� u��t � �o� �� I� �� c4�� � ��� ���r 0 �� ����
���ase ��li i�`�ro�� I•Ma�r� qx��s��c���s. r�a� be r�a�l��d �� ��7�-��4-��4�.
?3��r.i�c�r.r�� � so�rcf�o�rrc�.t�ar�_ fcrr� �. �r���l�.��a-_�u.t-r�.°r�.
`�
�_
, ATTACF�i41�NT 'IA
I�a�� 1 a#�
�it� �f �Or� 111fOr�h
i�iinOrtt]� �ric# UVOnlen �usiness Enterpri�e �pe��fii�at��ns
IUIBE�INB� UT��i�ATt�I�
�,� � � � � r��, r �-, s�,�t���c� 1�. �onz _
��n�� cor��,�r �� �°�"� �a� n�a�
Sanit�r+�Sev�+er t�l`t Stat�or� to Serwe S�t�t�er� Rar�ch P�7f,0'T�77fi28fl�30 ��� No.3��0 .
�RR.I ECl` h1Ah7 � �R�.I�C7 iY�11419ER
�C17"Y'S�k'D� PROJECTG�.tY.� 1U'�G
,.�^
F. ,. ..�. � � � , t , _
* �;��ii��e;t�:_��r�i�l�ie_���ti_�s,i[i,=1�s:��t�t�k��.�,'�'�i�l�r,;��?I
or���4�;�tare-5_�14�j��ml�.�i��- � � .:�C ��i�usii���a_rf��_��Fti
_ ---- _ - - ...._=�,=�.�_=� _ _ _- ��:�',..—
��cin ��.�� s €��ere[i r�'`�-`�-�is �
. . � . ._ � f .1.r��- _r�akis�u�'t����l�l�,s�e_ciFi.���i�si�
" �wr
��`!�I#�[l��� rt��: t��C� ~ �o ��� -�i7t �°--�-- .� �
,� . c�i�,r���. �._��. _ ��:�Ei�,�:.�s:-�._
's�Fi��i.tli�i %�.�l�aclrt{��i���p_�=;`cka�uii��s a���.��- �s��.t�€
. i� .-
� � ��_���F� �� r�t�ti �n�_��,����s�g�� �� � ��:'is�� �:c�n�i���r��
-- - -- _ -- , — _.�-� - -
� ' MnY'H� �F.R�'k;�,►�F, AC'Hl�YED: � � • � � �`%r'� �
� � r#i n;�'�f�� ��e � ta t�ia�i-°:��i �€�#��i r���u�3�z�Y�;t�� � � � � �i �� i �.� ��j:i..�C;�ti#� ��:
- ..r�--- - � - -
�;�=.�Gp�en�n�gx�.e���lusiv.a'���`t��c���j�.e�r��i��xd�����rE�l�'i���ii���l�'_ i��z�5ir��:
=��,, .�.� __ _ .� - � _ .-- _� : - - �_- _ =
�1=�_ �:"i r�. .�'3- ..i�� l�I:��t��F.��� .� �'��kr_ : _ .,.. r
•ll"' - _ T�. .- . _ -'ll.a �"1t. T�i4
F�"#1�-4r�';--Y-"fo-�-- ':J. ._- ._ . -� .L�r�r��:i-=-� - .._ •_- ..-J':�- _=.
�r��iro�'-'�x'ti��ti�� f}i�a=h11B�;ar��€��r
��� �������'�f�y:=��=: � �f -;,�r+�i� �i: �
—� ,. � . . -.-� - _��' - --
'�.-�Q� Y•r� f]Ti5�����4:� k�i�.f ��yi�ti���. ` " _ _. _ -��=� _ _ -- _-:;-: ,:�:;"-��.=—T�:. -_ __:-*::-.P='ir�r�,;�.:;��xr=="=';��= -�
_� - - �_ ��. _ _ , , _IL __v�•. � . ��� _= a,` _.. - ,:-.. . _ � �� ��}r.'f . ..==�LrT?i..t��- .- . =��� �r --� ,.N-. ��
" �oj:��:�n����r.rx�;_�ni�t�.�Et [��'�+o;^ �-�crt�fa�` _ t��-pc�,�1�1 ��►,.,���� ��P.�CI�y��k{ifs�S #9-�Sr�.�.�, :�=_�, ';�+s5jt.�rAmaarif�
- � � �;'- j., - — �r = - - + - - y�.-�� -- -��°°�1= - - �� _ - - €.,- � .;,� ;�=-�,_� :-,.;;-- �.= -
-=A�d�+��....a�r���E� a�i��#�u� - �a� ���� ��rr �o��l�� - �-`-��=-_ �yd�E;�+� -��+'-� :,�;-��-- - `:r= _-_ _ -- ;�I�:
' c-��=4 _ " _...-j3� '���P_Y �.���"�Y^. - ��f��t!�_ �L�v.�i�'� z����M-t.. ��� ��kn:.�'..�., __ _
__ - ..�•. - ..-- - -- _ _ _ ' - '�" _ - ___ •-J•e �I�x'-�'- - - "i ��- _J�s_'_�i 'w �_ _
- -.1��_ Y` - - t��"� .-!f__�� _ w� _ "h}i" ��_'- -'4 - -�:t-_' - �}l'i _ 4 - _.-3i _-
' _ �"�l� _ _ _ _ _ _- ..�./f,��:_� - ..���:_.�z'. ��.___
' - - - - i �y` -- - ��-t'" -��. �r'� - -'� � '�-
�.M1e'':_ _ - _ _�i"F�.Tj - "�. - -�.-. _JI_�._ ..�'=_'- �_ -:s�, -= -
- � - _ __ - - _ ��i..�� - ...5�4_ 4' - - '-�t �i}."�S'� .��. _ I._ _
��% - - �'�� -'I�' 1.- t - . ��1`-` = }.'.. _ _ ��?'�'i'' { - __
�1,- ��L�." _ _ __i. _ _ - - -F�!l_. '.�-r-L-�• - -'r���'�' __["r_ _ F'�-��_,r�r.`�"�.�a�-uv'�.�a - _ _""L'~r�
_ ' - �.:' - = a - - - [ }[ ' • . _ _ c r - -= i'�rR�.. �.-- - -- �.�� .�. _ _'�;� -: • - -
�' '_ -- ' �L- ' ';i1+ ' �� '�_�?'��;'' +�lll� �� - .�''" _ !ii -��-�' *�'?� - _ ._�'_
�"�J_y' _�;' O_''� _ __ - S :.I __! _ . = =-Vi�:- -.�''-_.' `��_. ''"y._��z- _ .�.`_:, - _ ...��...�.::.___--, r t'�'
- - _ - �-.4 � = � � �� - '�--��' - �1=1�'� _ :--: _ /- 'i Jt. ' � �C;��'-cl���n� .a._ �11 � `� � -' -
- . �. �,rrJ� --= v�=T �= - ��� -_ _-"�-.:' ---_ - - - -- - - .�i__.�:.':_� ����>� . - _._ -=-= -
- _- . -- = n ''�-T �r--- ='� �=d�a�� ._�.. .r;�_' .a. -.�- ��;:��',_.-...
�C'.sou�l�t��i�, i ���tpr:a � �J��.��':�w� � �� �f�, ��`��
,�-��.
�
5��� �t'� �7�.'�R � .�YI �i'kfi �'n't��u �i � � �
��3� �f7.�:�°��rP._Sq:#d 1��
�r.rc;,� i `,�' '? ��� r � ,
�����:t � �����t�� �� ������
�.�. �.�r._ G�� , �
� �r�r 7 6o g B �
C��� 5„���rA � � �
� i �i ,�1l� �! �� x � �
�� ��� -
G -
� ..� �
��rw��i�sf-�'�tc�at�d��'t�a��'n�n���'un�;Ri.�i�-�l�tLC�-'�� ��!l��ng��arii�es+��a�in�rl�ip���$�� - �;��T:�f`-��`.`u��.,
? � �- - -- - -- � _µ,,.�. _ r_ __. „� _ ..
I,-���N1�oclfy:�fR��faz� ii1�N.;h�r#]��d�4^i�#�rS���EF�`I'�_l5a.�?#ilixi�d"�r�[Lr�+e:l��h�!���t� b�i.3l.apt?�iul��,t� _� _._ � _ -' ��. .�-- ����,�-:�a-`w: ��::�; - = ':�
! _ -' t��ll-��'T�.*r., lcF.-i, r_ t-� c _ �'x?' -?.-'. �.
•- �v __ _.:__� .... � � .l._ --._.. � _ '... - ' •.: _
�=� A�-�lk�v�.�rQ..rfstln�7.o��t��j� t�.li�rr;suj��a�a��l?�;1��I�iFus9 Iri:ord��.{t� E'a�.u�va r�c�q�#'�srwa��i ina �1�V����F_ �;t :.,__ ------ -^�_y. _- . -- .— .
_,�Ici�n��fynncf+_tt�rlev�f-: _� - -- - :�'�Or:=k4fnat]s:f,a� e,�ri�'o��suhc�n�r�i�lin���lpi�t}�o��i'iina;c�Yrrf�rl�rlfv�a���ari�_�i.n., �i-dlr4tit.�ny�r3aat',
__ _- _ � - - - -,- -= -- 1''� r�y-f��i#�:C. .r .. E�-La Gt�C'rto=��� -nTt�cf9i'�IS.�OG 5 af.E�f��x.'1�9r`:� � [��-1i- -��SL�E?GO19�2 � �r't0���
— _ --- -- - _ -- -- _- � =:� �? }rT �i��- -- -.�s=b�. _ __ _ �..[dC_ � ���,.�#.. ��t. �
~ - "' - -- 1z�. fl t - � .*r.. �- �� r�� e.0 � ' . �.�,: yr---�-•-"�, �5ef„r �--v-'�� �-.�.,.�-� �
t -�w�� = - '��� ����.:�;'`r-`:��;�u�spJt�i`�s�ars��.�����s= -��� ��'�` ��'{� y., ��. � �--�
- _ r7��� __..-. i%r'!c*�� �'r���=-�`�r'fi�-� i�' ,�� ' .�� �"
l� 1
T�iIS ��RN[ !4'�IJST �� 1�����lJ�� $Y THE fVJ�4HA0lI�G I���AF�Tf4l��+I� �Y 5:0� �s.m., FIV� ('�J CI7Y $U91f�lES$ DAYS AFTER 91D
OP�NRNG. �J�CC�L�SIV� �F 7H� �il� C}P�NIf�1Cx �'iAT�
13ev. 9�Tl9�
�ages '� ��€f � of At#��J�ment 9A rnust b� rece�ve� by the M�n�ging �7����tmant
ATTA�FE�A�NT 1A
Pag� � o� �
��� O� FO� VI�OI'��7
IV�inority a�nd Il�lomer� �u��n��� Er�t�r��i�e �pe�ifica#�ons
MBE1'�l�E L�TiLI�Ai"1�31�
�_`;G�at�;���y°�,t�me: �o�f�"cr�#�tra;, � ' �`e��Sa�e�i= �- ���4f.t�All`i ant�'ac���,�`_ --°���#r.�i�,�—r�s� it�rm�,#c�;{�i#;-.~ •;,..:t, . - -�}-Eiotla�F��urioiii�L�-_-°
'� _ ' ' .- . , �. .'--;. t _ _ . _, ._ r , _-= -J,.Li: ,}:_ - =
- ,=�n�3�i�r����aTc���r�i�ap�r��3�a=�',I�:�''�`_ _- {�- +=� �co�,s:vf�Vtrr�C'?.�`}:.�;��`=_ -1�l���;aed�".�„r — -`�- _-_ �� ,. ����_
.. :�C , i v:, - �1:_.�_� -- -�,' ti���'= - - - =- {��- _- -_'� _': � t ...L - - - _ - � - _--- ;t� =
_ : ,' - . ... .. . .
'' ' ' - ` - - -- - - - - - -
- �� �
.� - - 4 '�� .
- �- - - —
'�� - — - - - - _ _f:,'�,..
... _ S q _ �.'_' --
..- ��. .._ . . - - _ "'
- - , 7a - �..
- ' .'f ' �y _ ' { '.
-- � - :� - -- -- r3�' - - - - - -->�' '"''.`r: -
- 1 - - ti - - - - - - `:i�� _ -
_" -.Y. ' - "L'---.''_ .'.Ci -
._ .. �:,. �_ � �� �
.,�. ..
;` _ __
� � ._ . .. �-"" -='�•=-'"'= - -
� -Y..�, :
� _
. - - , T-. ��- - � �: - .,. � �
� ' � "'
�. -'� .'--..--r=-'- . . . ..��., � =i�.= : ��� -- _- - - :''�,. - - -
"r'� ' ' s. _. .- �.::.- 7 -%`- _'1 �i_"_. "�_' _ - -�.� '
. . r� - - - _ r.: r y rc'h- ' _tu�=_ J4` .. . �'�.� - __ � �+-'-:. . i_ ' �r�--- _' _ '
-'- - , t _:� .. _�. � . '
_ '.- . - - " t ' -
I -�t-' _ _ _ M1T � LL ..5�__:��[�-.-�..� _ _':Y^, � _f.f�f••' ���.
.. '� t._-:-.5... � ~ ��,'��"
=i�_i_.� _ ' �f� �:f^ _}..: j � • �
""=-' "•t.� �" {' - - _ _ � .� ___ __- . '
"_ ...�F.r,-r. _w '�»r'_' ".__-� 4 4� �.�'�"."l_�S'ry _� r"'.�• '"�_" "_ — 'v.5� J __
� ' P'- �'
- _ �4- �\\� ( i "' +- ���_�.��� ��:..-_I.�r _ •�r��i= L'�'r*a - _ . �. ��/�.,"_ '_`�i 'S�_:_. _ ti{-��t_�n_? r=-'�
� ;i. '�'`-:�' - y;�. v���- -- .-rti--w'�.�.^ -� � -��y���;'r— . _ - �.�r_�:�_- ---S.,,i� - .-t']�`=F���y,.=s--���- �
— ___ .. ._-- �- . ,�- _�- =. -•�- - - - _ -� - _ -- , . ---}'�'= -� � ---�. - ". . '_ __ I
,
k
TF�e bfddar #urth�r a�rees #o provld�. dlre�tfy to kh� �ity e���n request, compl��e �rrd ��ce�rate in#orma#ion ragardin�
��#�al work �erformed by a�l subco�nt��ctor�, �nc�u�ling i�l�B��s� a�r�lor 1NB��s} arran�ements subFnit�e� with this bid.
TF�e bld�er als� agfaes to af�ow an �ucf�k andlar exam��ati�n of an� bovks, r��or�s an� #Il�s held b�r t�eir company tF�a#
will s��stanti�te tY+e actua� wari� p$rforrn�d b�r tF�e MB�{s� andlor W9E{s� �n #hls conkract, by an au�h�r#z�d o�f'Ece� or
�mployee �f !h� �ity. Artiy Inte�tlan�! andfar knowin� misrepresen#a#Ion of facts wi�l be gfound� for �erminating �he
contraa# �r �abatrr3en# fram �Ity wark far a�eriod o€ not le�s tt�an thre� (�} y�ars �nd for irsftlatlr�g actlon ur��ler Fe�eraEr
Sta�� or �o�al �aws c�r�cernln� false staterr�a�#s. Any fail�ara t� �ar�pl�► w�th th�s ard�rranae arsd cre�#es a mater��l
br��eh o� ����ra�# rrray re��lt In a d�e�t�rm�t��t��n of �r+ �rr$�por�sihle o#4�e��r arrd barc�d fr�m �a�rt�cipa#ing Ir� ��Ey vrark
for a periad a# tirr�� no# less n ar�e �'�} �rear.
L MB � YVBEs {U1kJST �� �ERTiFIED BY TH� �ITY S�FOF�E ��i�7"1�4�r A�V�IARD
� �, �� � l. � 5 � _ . ��?_ y'` i`t� {� ��
A ed Sl�r����re Printed Slgrr�ture
�.t` �� � � � s ��� ,n t �': ��� . �.., �,[ o �t � � �-f� ` w, ,�.�! � K� �t � � � �`
Tltfe �or�t�et Narr�e and Title {�� cfifferen#� � �
,,,�� in ��� r� �-�l� 5�� �,c c'{ - r�� C.o wt 1� u�
�am��ny N�me �
_1_�� 5� �tQfi�: 5�rti �G�.�
J4ddr�s�
� � f S �`,�- � �'�' � � ��
�ityrstater�Tp cod�
�� ��� � ��1�
te�e��rone N�mber (s�
�t '�, �. � � � `� � � �
�ax fV�mber
� ����a �
D�f�
�'#lis �'o�A�l ,ry� �� fi�C��►+�� BY'�H� MA.r+t�GGN� ��PARr��NT ��r 3:oa p.�r.� Fnr� (�� cirr �Us���ss �AY� ,�rE�z e��
O�F�+1JN(�, F�[�f.U�IVE OF T�#� 9�D �PENI�,I� �Ai�
FiCY. 61�9 - �
P�g�� � anoC � u! ��kachrnent '�A mr�a! I�e receivecf by the f�ana�ing Depa�ant
�. ��f 25l,?OQ� �7: 13d 97F ��2 47�,�1 S�C�L�� TRIJCK:hIG Pp,.,C�c 91 �
����xz�� "�r�.����� �. '�,r��tor� ���.
�.�. �dx �?'�, �'�'�F�IC'. ���3�}�{�
W�L° �'IF�,.ri�'�l] f'� LFU C'��TTI� . Cf iii'I
- - ' - � ,yr� .
---- — --- - -
--'
.�_'"___... . . '____.. -..._rr#�. .,� . ._ �11a i4.�. . _� I_�LLIr-�.,Y/�FIc'
•� .__ ... . �
. . '"_" _ _ .. .. '" _ "' ""_"" y^ .
�ACSiD►4f��.E TRAivS1�x�TAL Sr����'r
��
� . ._.. �• -�
t'U. r R nu,
� f }�� � ��ei'r� jC�llf�t
i=�ltfPR,L'y'; L��i,!'k_ `— - �
C`�n-�� �S f �3�{k2
�,w� N�1[�ts�r - � 'r�Y'.��� +��J, 4r rAci�� Ir�r.r.i.i�T�� CpVElt� �
�7�.+4�4:�,23 �
��iFnN' NJ;!��ifA� ~..i SL}�1SSh�s nnr+€:�F:�CE?+lJbia� ��
RB Y�7 U R'.kE�E R�:N�� N9' iw7iFils: -
��:{. �'RC:.aI
� La�C-�N'I' �J gC,1,R Rl1Vl��4' �] PLA�:�� CCsMlhliYh7"P Cf �r,EASE �k1:P�5+ �] r�,EnsF� i���'��Li�
40'r.��; r�[3h�fiSSN�L�: . - . . • -- -
�4o�l�swir�g i� our N�C,� RG,A C`.�'�rts��.�txt�� i�tfn�m�ion;
[:txti�aer�� �#�,. FIJ�'L��1�7�I�1�10l� i��1i7��7I� �LTSii1C'.��i �?ri�cs�ria�
l�:x�si�:s: '1�Ji15l�E��}�
. �.,t��: ����a ' !'+,.�kin� �t '1'r���,�r, J,��,
Wh�rt vv� �-�tt�v 1 wi�3 �c,r�vaod y�u �x ccsp,y �rf thc cr�rr�ot cr.strt�s,�tic7n. F�cas� �et �n� kt�c�w i� you
ahca��! ncc� anytht�� cl.s�,
�
'�'Iattn�s �' ���.
5��cn�� :�cg���:� � �
I.S�(�,r..� �Ttucis�n Tractn�, T �,
�� ':'r�k.' '�I-'� ='���_
.rk:-.� 5'�li~� -.. ..__ _:.}__-}`r_��l}_'4"�'..... :. -.�
, _ .%}
.';;;
:��.�.
'����� �',
�.��-. _ :�x.
I:-
�.. . .-�
�
I�.;}i?��': �
��:"�'�n�
_.tf1�x: �-
f: l'''�:�: ai �
. _.��:
,� �� I � ��, .�ri: �
��iw=��=���
��'_�•� _ ��.�
��`�� . '.�-e ; _ —
j_� } �_- w• -
..4-5= ii.
.. _ . — � + _ � - - . - �,; ,-.
-_ R_�F� ,1�� - >.�t��i z;��y �.4�I�}��I: '.Y-`.t ��t-' "�f;y{ry`,.I_fly,t�.�?ti�i' ,�Ss'} fjFk,� - '_��ii
- l- ^S y�� { t ��l`�� ~ �� Y 1.i- . - 4. k�.{... . i".�'�..�.'��' �'.1��..... 1 4.;,."',.i
�'s' � �I ,."g„t7���;r`.� � �-�;';:_:AK �rF �.?s.=='- =xc .��� '�. '""�' . !f•�= ' t.� �'�}�..".:
���., ,y `�=_��.o.S:..'�a��.;'r Y�{��ilj.' .-'�['. �t`��_��F•ua,_�����}c'_vC,�';�i�'. ��w
s.=;{%<_4'� „r� rf y �J��:�- ,�;rt �=i' ';�-''.=-= -�-'�.�'�.� rr.,�L.'!�"-
i__ �� .x <. _: n sr �.{�r.�. - ..A. .y-:- _ ,- i'
=•'s't�' - - �: _ � ' � - � y '�� ,-���J
r_�='� �:J *4-"',�s�'[r_rYa.-:.::�y�x �.�'�-. ',x�����` 7� a yry:='. �1}` {'{ �f: ,.:`,;7;,
,.,.���'o�,� -sYw-�-�'�:.9Ea�i,�'•=-ry'���1;��+-� ~..x=s'.�LL �:!'i_�'�Cs ____ '___
It
������
������ �J����l ���.����
�r�u���T Et�t��prl�es, L#�.
�as h�cd wil� [i�e Age�cv #}�e 2tpr�tx�pri�x� A�davit end is �S�e�� cer#ifie� �s �,
1Na�r:�-Ovrn�tJ 8u�r!�s Ente�r���
�oviding servicc(a) � tEx� fol�ow� a�eas:
2���;
�I�drlr.� �on#ra�r�;
`�'hs� ��fic�tio� is va�d �e�i�„i� No►�er�ber �DO� and su�e�se�� �ry re�e��ts�r� ar lis�
p�v im�sZy �ssn�, '1"�is �ext�1`xati� ��s� �c v��d�tex� �u�.l�}� by $��Stt�iss io� of s ���C iJpda�� �'►��avit. �1t �.�
tt�e llx�r� is a ehan�� ia ov.�eer�ii.ip or cn�v�ol nfi1�c fi�ni, no�c��ivn r�st � made inunadia���y tn tbc I�or�3
��a� Tea.a� l�giana� ��fica#ion Agen�.
C�i.�cat� ex ira�on �o�le m be r .�0 f13 ��� —
4�
- erti���faa:� f�atii�s�s��
��ed cl�i� P1�vem�e� + .,�c3�
�E1�ll�ifi�i"�� C��. V�f�1NB1��0i�}��09 }
T
-J��-.��-.-�4' --=Rt,';.a=�r=� :i,. '-'� - _ �i:-- _ �rh��_� ��'r;�.�r�'- .}t _- �S=zY�'�-r.-z�k
_ •� ¢�:�"„ ;ri :�_ _ ��t�:��'�,`� ���;' v�; �;�`�'-�-�:��~,�' :'��:i�:��..'':;",' �r.r>�1�
':�4_�:��`� -:��r: � �;����:=�-: =f �,�.� ��-. -.� : v��:_ � =_� . � �_ ::��r.���. . �-� - �r. .
.��- �� :ss�= �,� .�` r==. ".�¢ - �:� - �;�:^�: �w�� .,x.==-.- �� .n-,��
'.�':" ,�� ti' -'�i' Yt�"w:.} ,L -- �5. =�-=F,: ..�� _ _}.i .-.t. i.rp�=�:-- ^��:=�"' �,��-` .I�'°-. —s� .:R'
,'t�_�.r�f.XYi—�M1'� ri�" �'�J�� �� .ir ��'� .�Y•"�, ,�..__�.i'.� f�._w,2'%'
_ c_=`��1' • ���+I�S`.' ��� t.� r~:ic%:.' +u?+rt.V�_ _ .:F " - _ Y�':r=v�_�..�I;�'�'S."... '^�'•�� 1:3
_ ,_„ , -:,.. �� `• ` .- .
. _� ... � „_ �u.!��o��.��y .� . �_-• ' ` �,-.i�' _ a� - - � J . .. �.-"'- � _ �.�:.v . I
, ••�� 1�:= ���. , � ... . -�: - ..i� .�;�' - - ; �t�,.Nik ` i,,:;."��x.,w._t' t_;
,� ' � r,
!I'=ti,�^ , i._ _-,i. '4� i - _ - �:�: F. �,f�x �� .r.:�';J�°�.:. r- 7_ g � _ • s �{���-;: ,-.: �_ .,a:� _�..�-- -
.5_c1 .3.��r. _ i° ��f: �r: µ� .,� - - ---3,�: -�:t ;���,'� ti.S � _.�t _ _ , �:'I:�� � ..- =��-'�-��t'i ... _•�
's�� ...l�. ---� ... .._ �•,Yn..�.. ... . ,,.. _ �.---'-..._._-_. ''%L
f_
>� r
f�` +�
E� �
�' �!
� �
�
i�J �
�; �
.�
��"�� ��
�� pa
,k ': �
_ �
f�`: ,1x
_ �
_ �a
:y� �
��r �`
�i
� �
n
z
f
_ �
. �
�. �
. �
� �—
_. w
��f �
_��'� I
�.�
�5vs�� �
M•:.. �
=�,�; � ��, = m
p. �:C�'_!:
-%�• '{ 4-
.� - ,._,: �
yj�```�_i4YN'x'� �
�:Ir' , ti � �
K�� =�ri�'��
�
f �,
E
�
�
� � � -
�
���➢���f� C����TI���
�
-+ d
� 1
w�
�
L
� �
:
_
_�
�
C�.-i
Cl-�.1
�1�1.2
C��lo3
���104
��-�l s �
��-�.6.
G�-�.7
��-go�
�i—�o�
�r��rti b ��
�Y��o��
����e��
�l��0�3
L.��� e ��
���10 �.�,
c�-�, o ��
4.��da i!
C1�1.1�
������9
���10�4
G�-�e21
el�1�22
��-To�3
�i—�oaa
Ci��.�5
�1��026
C��l a 2i
C��1���
b��1ob7
��—io�o
�l-�o ��,
e���.�Z
����
����a�
C2-�o�
�2�2.�
��-�2 0 4
�z�ao�
►w6�6 0 �
�p,RT � � GENERA.I� CONI}��'�ONS
`fiA�LE 9E C�N'iFN��
NOV�idfB�� � � � 19 � �
�A�3i�� OF COiai`1�NT�
���'IPT�`���N� . _
Ae��r���i�n af �eg�s
��a����� D��€�n����
P3���ce to �adc����
Proposal
�idde� �
��neg�l Car��btien�
�p�c��l C�����ion�
�pe�$g������a�
�oa�
�on�r�a��
�i�fl�
e��x
�b�� ��u����
l�iS��g
C��y �iar���leg
City Ag�agr�e�+
�i�ec�vg e� �ubla� ��rk�
�iYe���g, G3ty �a��g Dep���raa�nt
�r�g a�eeg
co��g��to�
�ug��ies �
T�� Work og P����c�
work��g ��y
Cale�d�� �ag
Y�e�a� �o�iday
A��r�eviat�or��
�riange ����� . .
Paved a������ �nc� �111�y�
Unpaved 5����t� at�� P,���y�
�1�� ������5
R�a�iw�g
�gan�� �tree�
������������ �� ��������
o� �������
��ope�ai �°���
�r�t��rp����i�r� �f ��.�a�i�i��
���n��i�� o� �o�►�g��t �����nt�
a�d �it� :
�ub�f��b�g o� �ge�o�al
�te����a�r� �f �rop����� �
��� �e�urity
\�7
•
G�oI I1)
Cl�l i 1.)
G�ml (�?
���1 �2)
�1�1 t�?
c��� ca�
C3�1 i2)
C��1 i2)�
C��1 ;2}
c�v� c��
�ai�� � � !
�1�1 {3}
��—�. c s �
�1-1 (3)
c�,—� { � i
���l:t�}
�i—i c��
���� ���
�1�1 i�)
��—i (�}
���2� i4)
����. ( 4 }
�I-1 I4)
���� {�}
c�—� c��
�1-1 I�)
C��� I �.) .
G��� «}
��-1 {C?
��`� \ � �
�i-1 i6)
�Z��, { � }
���2 il)
�2-� I�)
C2-2 I2�
��o� C�)
��-2 I3}
C��� (3)
� �, .
C�-2.7
C�o2.�
c���o�
cZ—a.�a
C��2e11
C2��e12
C3�3
C3a3o�
C3-3o�
e3-�e3
���3.4
C3a3.5
e3-�p6
C3-3oi
G3-3.�
�3�3�e 9
C3-3.��
�3�3m11
���"� a �b
�3�3.13
�3�3�14
�3�301�
De�bvegy �� Pg�p�sal
Wi��draw�n� ��opo�al�
T�leg�aph�e �odi�i�at�efl o� �goposa�s
Pu���� ��en��� of ���gosal
Irgeg�iar �ie�4Sd�5
�i��ualifi����an �f ��d��g�
�WA.R� Ai�A �X��IIT�QA3 �� �OGUi�N'r�
�o�asiciea�a���n of �g�p�sals
F���or�ty �usbne�s ��gergi��
Wo�en�Own�d ��sine�s �n�er�gi�e
c��plaaae�
�c�ual Emgl�yraent ��vvi��ons
W��i�ci�av�a� of �za�Q�a��
�,�aard af Coatgact
Re'��rn of �roposa�. aec�.ga�ae�
�ands
�x��u�igr� o� �o��racg
Fai�u�e �o �xe�u�e C��t��e�
�eg b�niag k�ork
Insurance
�ongra��vr's Obba�ataor�s
W�ekly P�,ygell .
�:on�ra��or's ��n�gact 14c�mi�n��g����on
�7er�ue
C$-� �C��� OF k��R�
�4-4e1 I��en� �f C�ntr��� �oc�m�n��
C�-4.� �p���al Pr�v���oss
G4-4.3 in�ge�sec� or be�reas�d @uan���i��
C��4 . � A�t��ati�r� �f �vr�t��ct �ocur��r�ts
�4�4 e � Ex�r� T��rlc
C4m4.� ScHedul� af Opera��ons
C4-4 o i P�c�gre�� ��Hec�ules �a� �3a�er �r�� �
�ewex� P�ar�t Faci� 1 tie� �
�a��� G�NiR�� �� L�@Ri� i�ND I��ER���
��-� o � �u�h�g�gx. �� ��c�ar����
���a o � ��nfo�nt�ty ���i� ����s
��-ap3 ������i��ti�� �f ��r��r�e� D���m�n��
�5-°5.4 �oap�g�i�i�� of �o���actv�
��-� o � �i��gez���►. an�/os� Re����i��gbon �ort�
���50� �'i��� ����c�
�5��07 ��r��gg�c�ion �gak�� .
CS�� a � ���l�aga�� �n�. �€��i�� a� �n�������s .
���� o � -I��p���..�an .
�a�� 01�� ��mvw�� �f ��f���ive �ed �Tn�u�l�og��e� W��h
�5�� 01� �u��titu�e A9��e�s�a�� c�g �qui��e��
�5���.�,Z ��im�1�� �r�c� T���.� �f i������al�
����o�.� ���rag� a� 1����rb�.�� "
e5��.�.� �xi�tit�g Str���tu�e� ��� �tbl��i��
C5-5. �.� �r��e�ru���on ��e S�rt�iee
��-� 01.6 i�u��.�l Re�pen��biiaty o� ��nggac�o�°�
����oii Cl�an��
����ol� �in�1�I������i��
C262 (4)
ca�z za�
C2�2 i�1
C2-2 t4)
C�-� (4)
G�-2 (�?
C3-�3 ( � ?
�3-� I�)
�3�3 t�.)
C3-�� ( � )
C3�3 t2l
���3 t2?
�3�3 (2?
�3�� (43
�3�� {4)
�3�3 (4)
C3�� i�)
�3�3 ti)
C3�3 ti)
C3�3- �(? ?
C3�3 f�}
C4-�� (1l
��-� {I)
C��� t�)
�4�� (2)
�4�4 (2)
�4��. I3 )
�4�� (4)�
���� d�?
���5 ti)
���� i2)
�5�� (Z)
��-5 {3)
�a�� I��
����.I3)
C��� f�)
�a�� `I 5 )
G��� t5)
�S�a t5)
���� .I6)
��-�� I � }
���� �7�
c�—� (i)
e��� c��
C�-� i�)
C�-5 I9)
.�
�
�
C�-6
C��fi.�
�V VL b io
���5.3
c���.�
����.5
�€�6.6
C5��e7
�6�5a8
�5��e9
l�O�� e �Y
C6�6oi1
C6�gol2
�fi�6.�3
b��� b 3�
C6�6yo1�r
���tl i �tl
��-�ob7
C��6ol$
�6�5019
C��f 4 �0
c���.��
C��j
e���e�
CTo7.i
C7-i�3
�7-104
c��� , �
Ci�7.�
C7-7o7
�'� � J a 8
���� V �
C7-7 01Cl
G7�7o11
e�-�o�a
�i�7m1�
�7-7' o l�
�i4—��no��
� / � / F b�
����.i�
�E��� R�L�TT�N� AND �U��IC Ft���ON���gLITX
�aws �o �� ��sesve�
P��mi�� ��x� i,�eens��
��geng�d �evic�s, Mate��,al� �n� F�oc���es
s�fli��g� ��ov������
P��1�,� �af��y �nd ��av�ab�n�e
�g�e�l�:g�� of Cont�a�g�g ir� 5�r�et�,
I�.���y��, �n�i �t�,gh������W�y .�. - �-•_.
Railw�y �so���.n�s
�as�bcm���� �T��fl�r��� �r�d Wag���ner�
n�� e� �xp����ves, br�p Wr�agt��, �g�o
W��k �Ti�Y�in �a�e���t�
ir�de��a��r�� Cdng���g�g
�a��ga��eg'� Responsibilit� ���
Dama�e ��a�rr�s
��r���a���g' � Cl��n� ��� ��r�a�es
�i��ustra�a� �� l���ocation og ��1��.��c
�����g���, �g�o
Te�p��agy �e�aer �rai� �oa����ian�
l�g��c��aent �na� �k��r�e� �� kTat��
F��ni�F�eci iay City
Use of a�e��i�n �� ����ior� �� t�h� Work
C�ntr�ctar's Re�por�sibility �or Work
ri10 Wa�ve� a� %e�a� �ights
�e��onal Lb�b�l�.�� og.����i� �fficia�s
s�Ga�� �a1�� �ax
�RO�ECU��ON �.N�] �FtQ��S�
Subl����r�g
A�signmen� a€ �on�gact
���seeuti�n of trie Work
�imitatior�� �f Operation�
Chara��er o� idoxka3an and �qr��p�e�g
Work ��He��ie
T��� a� �e�e����e�� and C�n�p��tior�
�x��n�i�n �g garte o� C�m���tia�
Del�y�
Tb�e �o� Co�pl.e�iar�
�u�pen���r� by� �our� ��der�
T����g�xy �u�p�asior�
�e��in�,�i�r� �f �on�ra�t ciu� �o
�a�aos�l Eme�gen�y
�u�����a�� e� A����o��a��� �� �fl�
i���k . �nd ���.���sg �� G�r�gg���
���i��,��ag �� �ar����e�
'���lR�fl��3�fl ��� ���v��ien�e of ti�e. �n�er
�af�ty. R�e�.ia�d� and �ractice�
e��� r��su���N� �N� ��n�rr�
�6��0� R3�a�ur�rn�nt.�� Qu�agi�i��
c��soa vni��g�i���
���� (1)
C�v� i�l
C5�6 (�)
e�-6 cz�
C��� (Z)
���� {3}
C�-f ( � )
�6-�6 { � )
�6�� IS)
G5�6 (5)
�� �� � � �
��—� c��
���� (b�}
���� c�.a�
Cfi-6 i10)
e�-�
C5-�5
C6��
�C-6
C���
c�—�
�i—�
C��'�
C7o7
C7e7
�7�7
C7-7
C7-�
C'�-�i
C7�7
�7�7
�7-i
�i-�i
cxly
(1�. )
(1�)
ti2)
'{�2),.::
clz��=:=
t�� .
c�� ��
ig? �
(2! `
ia)
I�3 '
(4)
(�)
i�)
(g)
f�7
c�s
C7�7 (73
e�—� i��
�i-i i9)
��rq-�i (�o )
� 1 �� � �� /
���� cx�
CB�� tl)
�..J
(�)
�S-�.�
c�-s.�
��—�.5
C��� o fi
C�-��.7
C�-�e8
bC1""O w �
C�-8o�4
��-�o�l
��-�.��
�8-B o �.3
L��p S��
Seope o� Pay�ent
�ag�b�l �����a��� and �e���nage
�Ti�hhold�nc� �ayaieng
��fla� A��ep�Car�c�
F�n�l Payar�nt
Adqu��y �� De�a�r� �
�enegal.�u�r�ngy...._.... . �---- � -�
Sub�idb��y Work
i�i�ce�laaeou� ��ac���s� �f �9a�eri��
�e��rd Do�u�efl��
� � �
0
e�—� cr�
C�-8 (1}
��-8 {�?
C��B (3)
���8 i3)
��o� (3)
b��� \'Y �
e���, ca�
c��� c��
�6—�� I � i
C��B f�)
y'.:,.
,� ;�t�
_#
�
s.��.-
f^ : �
.� _.. �w
�.: ♦ _
•�
�,,
��. G�l1STRDL�I�N ZdO�ES
�.. Ap�l.i�a��� de��gr� ar�d �e�a�s�,s �ha�l. �ongos�a fo "�ene�al
Contrac� �ocume[��� and Sp��if�c��iens �oi� Watex �epart�ent
Px����g�� (G��) ���'e��i�e Ju�y ]., �.97�, w�th �.�ie la�es�
�ea��i�t��.
�. �►�1 h��iz�r��al b�ockiag, ��adl� bl��kir��, �flcl vert�c��
gbeadowr� ��a�kir�g �v �� i� �c�ogcian�� w�.� �'iq. (s) �, 1,0, and
�� ai� �� ��� o
3, F'��°+� t�y�xant� �Y��11 �e lo����c� � mani�� of �'-�" ��h�n� gh�
�a�� �� �urb p��.Fi+�. � ��Da
4. �il� gate v��,ve �fl�ta��a'�i��� f�z �i�es up �� �2" �re to be �es
fbg. 3 GCD and �a�es i6� ar�� ��xger �'ig. 4 GCD.
�. ��e p��paseci wza�eg �fld/v� �ewer� r���n� �t �i��� will m� laid
�1��� t� ati�ex� �xis�ing .u���.i�bes a�d �trruc�ures bo�h► ab�ve
an�, bel�w the g��urnde �he ��nt�a��ar s��ll make nece�sa�
pr�vi��ons �or� �,�e �upport sad �gote��f,ofl �f �11 uti��ty
p�les, �er��e�, gr�g�, ���ubs g�� �►ai�s, �eleph�r�e ca�les,.:=-�T
cab�e�, dx�inag� .pipe�, ta�il��y ���r�ces, and ��b o�.her� -
���lit��s �fl� s�r��ttt��� ��F� ���d� anc� beivw ghe greund -
�uri�� c�flstr�ac�f�n.� I� is-�e can�ra���r's gespafl�ibii�t�► �a�
not��y �11 r�tal��y awrigg� ,p��ar �� �ny c�ns�ruGgian ifl the4�_
a��a and ve�if�► �h� a��ual lc����ian a� ali burieci �atili.�ie�
��a� �a►�y. or m�� nv� �� . s��rafl �ar► ��� plan� . �'h� . can�ractor �
�ri�ll p�re�axve �r►d p�o�ect all t�derqxet�fl� and ovesflez►d
fa�ilitaes �ar�� be respo�si61� .for any damage he �ay ��use ��.�
��e�.
��� CoNtgac�o� sha11 �ofl�ae� tt�� fo�Zo�ring @ least �8 �augs
praer to ex�avatir�g �t e���i boca�ia�:
�'��� �dos� Wa�e� Dep�s�.�er��
Lon� �tar Gas Compafly
�'exa� U�i��ty ��rv'f�e C����r�y
��u�h�e�terr� �e�� �el�gi�v�� �o�par�y
�Tes�er� �3n�an ��bl� D�visi�r�
Samr�on� Cab�e .�.`�a �
�7�-�3A�
Me�re (Z�14} 26��3�4�
3364�3��
Eh�expri�e 9�0�
(2�4) 939��930
737�4�3�
6.�on���c��x '�s1���,1 vexi�� the elevati�fl� �ori�igu�a�$vfl, and
ang�ala�i�fl a� ex��tbn� li�� .�agi�r �� con��.�uc�i�� vg 'k�e�z.�
�ate�i�l�. �uc2a ve�i��ca�aot� ����.1 be consis�e�e� a� subs�dia��
�os� �f p��ject and r�� adc���i+�r�ai �ompensa��.on w3�.� be
al�.e�ae�: �
�levatian ad'us�ffi�r�t� at eonnec��on� �ay be �ade wi�fl ber�ds,
����et�, o� �j�bn� deglec��.�ns. A1� nar�standa�d ben�s s�all b�
�ade u�inc� t3�e c2,a�est �tar�da�d F�.S'.. �i��ing� �ri�.Y� the
reqcaaxed �a�nt c�e�le����ns. (d���ec�i�ns nat to exceeci
manu�a�turer�� �ecammended deflect�on pex �o�n�)
t
�
`�
P-
I�
7. ��nt�a��og ��a�l kee� �t lea�t gne �ane �� ��a�gi� ope� a� sI�
ti�e� du�i�� con�t�����o� an� ac�e�s �o all p�aces of bu5f��55
�nd re�id�n�� a� all t��es.(r�f��ence C6�6.� GC9)
�. �� �x�av���d �at���al�, �ackfil� ma�er�a��, equip�en�, or
suppl�es ����1 be �t��e� ����an fl��dw�ys �� drai�ag�
�a�e�en��.{ge�er���� C6��.� GCD)
9. �xe�c�e� w�i�h la� ���si�� �xi��i�g �s fu�ur� �aveme�t� s�all
�� �a�k�ill�d �bade �h� t�p of t��.embed�e�� w��� �ype "�"
baeKgii� ����g�al. T�e� �� "C'� ba�k�ii� �a��rial as ��t
sui�����, �t ��e ��re��i�n a� ��e Efl���eeg, �e."�" �a�egisl
s��l�.be ��e�. A1� b�ck�ili �a�e��al sh�11 b� c�mpa��ed �o �
mbni�u� �f Q�� ��o�t�r d�a���y �� �ea�� �f �a���fl� on�y.
���n�he� whi�� c�os� und�� exi���fl� ax ��tur� �ave�ent sHall
b� ba�kfilb�d pe� Figo �An �it� 9�� ��vc��� d�nsi�y ��
je��b�g, �a��ifl�, �� � ca�h��a�ivfl af �u�� �e�had�.
��.Rim e��vation� �g ��� p�oposed sani�aX� �ewex �ar�iiole� �n
gep�ded stxee�� ��e ��own as ��n�� g�n��Hed gr��es in t�ese
plafls. �&e� s�a�� �� cofl���ucg�d �0 1�" belo� f��al f�nis�ed
grade by u��ii�y cen�ra���� ��� ad�us�e� b� �a��n� ��n�ract��
i� a��e�dan�� wath �i�. M�� �he �pec�al eontsae� document�o
�ar�ole b���s�s and ����ge�e �al�a�s �hal� b� �nsta�Xl�� �h�re
indic�ted �� �� ��$ns pe� �m��0-� an� ��g. �2� of ��e �pe�i�l
can��ac� ��e��e��� s�spe�tid�l�. �tan�axd•�our �oo� di�ffie���
�z�r�ole� �h��� be �� �c�ogclan�e t��t.k� ��ctien E2A, F��. 1��`;;=�and
gfg. 1�4 ��D, �ganda��.fou� �ao� drap �c�e�� �a�hal�� g�r��.�ig.
1D� ���, asd sl�all�w �ar�ki�le� p�� �'�g. 105 GCD.
��.. T�►e ��ap �� �h� wateg line� ���il b� �� minimu� a€ 3��Gn bel�w
the �c�� vf the c��b f�r i2" ar�d sn�aller �ai�� ex�ep� where:
a�h���is� �ho�rn Afl �hese �1a�s.
5,2.A1� wat�re �et��s st�$11 be p�$���: og x��l�cat�� ��-0" behi�dl ��e
�€a�� o�' �e pxope�ed curb �r �� direc�ed�by t�� �ngi����p
13 . All ex�.s�i�g wa�er se�v�.�e� ��a3,� b� rep�ac�� wath �" r��nim�roa
cvpp�r �ubans� un3es� a],�rg�r sa�e i�- inrii�ated �n the plans.
Corp��a�i�n �t�ps shall 1�� �u�1y vpened p�i�r �� t�encl�
backfill. Cuxb .s��p� witl� l��k wings �hal� k�e tes�ed �'os ful�
g�aw wh�fl �.k�� syste� bs pr�ssu�e tested.
�xter�� �" �wa�e� ���v�.ce� �� ��io�e ].o�� wYte�e no wa�er ���vi�e�
t�av� beer� exter�ded �o. I►oeat� �Hes� �ervice� a� nox�al
l��ati�n� �g a�.direc�ed by �.he �ngineex�. �
�.Th� n��na� ���at�o� af �+�a�er �e�vic� �ine� s�iall be �� �as�
aP n�st� �f t�i� ��nte� af �he p���aer�y ��,ar��ag�.
L�.��g 4�� �� �e�� l�� �r���age,.ali wa�er ���dfces sha3� b�
p�a�ec� � �" fr�m �fl� sast ��° �au��i p�oper�� �ine,
�1
�'
�AY�� � � ��NERA� CONDIT�DNS
�1-1 �EFIi���Y�N5
T
��eTI�N e2-1 �E�`�N�T�ONS
0
�1-10 ���i��Ni�iBI�� 8� ���F�S o �rT��n���s an gl�e�e Con�xac�
�ocur�en�� �fl� g�����i�,� t��m� o� ��en���� ��. ���ce o� �he� a�e
u�ed, �he in��nt a�ci mean��� aA��� 1�� un�ex��oo� aad
ir��expreg�� �� fA��,ow� o
Cg�1.2 COA���A�� ����Jt��I���a �&e �an�xa�t �ocuat�a�s ��� �g� ��
ghe �aF����n and drawn ������nts, ��xcFi a� spee��ic�tions,
bonds, �ddenda, pl�t��p ���� o w���k� q�aer� �F�� t�rnt� ar�d
pex�v�m��c� 8� ��e �or�tg���.� ����� ��� ��fltained �a- �he
�eneral Gen�ga�t ����u��nt� ar�d �h�e ��,����� C�n.�g��t �ocuur►en�s o
�. G�N�RAb G�AT��A��° ��CUF��Pd�� e �h� G�r�esa� ��a��ae�
Document� goverr� all �a�gg �egartment �ro�ec�s �nd
in��ude i��,e follow��� ���� e
,
��
��
�
�
��� � o �7��I�E �O �����R� I��m���)
��� � � �R��OS� � S�ta��e )
��,`� C � ��t�R.��, C:�t+T���"�DN� i Gi� )
(�gv�goper)
�A�i � D - ��E���1� C@13�����N�
�I�R'I� E � ���G���C]�TiDtd�
P��M�T�/�A�EMLN'i�
�ART � - �OND�
��.Ri � - ��PI`���'�
( ��rapi.� )
� ����,e )
�ixat�
����
��z�a�y� i��llow �
����a�
��'�er�
��oY7�t��� `r::'.
�3-�ol.cien R�d
��A-W'k�i�� -
��ue
�ite
�hite
b„ 5��e��i� COY�TR1�iC`� �@��t�t�N�� e -. �he �pe��al �vr�g�ae�
, �ocum�r�t� are �pr�pazeci .�o�. ��c� ����i�i� �r���e�t as
� �u��Z�n��nt �� ti�+� �ener��l ��n�����.���u�ents,a�d
�r�cl�d� tl�e ��llowi�� ��e�� s
Pi�R� � � �1�'���E Tp �ID��R� IA�v�g�i�em�n�) S�e ��
�.b�v�
P�� � o P��P���L (�id}
��T � � ���� �AATD���Oi�� .
��T 1] e �P��II� �bA1���Y�N� .
�I�� � � ����i��C����k��
����.5/�l��t��5
��T. � �. �����
��tT � � ������2�
���T � - ��Al+�� i�l�ual�y bo�.�� �ep��a����)
G1=1 ( �l l
�
C��i.3 ND�Ie� �O ��D�ERS: �1� af the �ega� publaea�ians
e��her ac�ually pub�ished �n p����� adv�r�ising medau�s or
�u�n���ed dire�� to i��er�sg�d pa��b�s pestainin� go �he work
�on�e�pla�ed u�der �he Gontract �o��ments ��nstit��e� �h�
notac� ga mi�der� o . .. . . .
�1��.4 �RD����bs The ���pl��ec� writ�en aa� sigae� �ffer� or
��nder of a biddeg g� peg#��m g�e �ork �t�i�h �he Oraner� de�bres
�� have �one, �ogegl�e� �ra�F� gHe t�f� securi�y, ��ns���ut�s �he
Propo�al, w1�i�h he���e� b�t�da�q� �pon �l�e �iddes �►her� it �s
o��ie� �11� geceived �y ti�e Dwne�; �as beefl pui�lbc�y oper�e� and
g�ad and na� ge�e��ed by g�� Qwnero
�1-�.o�_HID��Ra Ar�y �er�on, p�r�aa�a ���m, par��e��hip.
c�mpany,- ass i��ban, ��gpoxa��an, �ci��ng di����ly or th�ougt�
a du2�y au�h�g��e� repzesen�a��.v�, ��bm��ti�� � prapas�b f�r
perfor�bnc� �he wor�k �ant�empga�ed unde� ghe �or��Pa�g ➢ocur�er��s ,
cori����u��s.a badde�.
C"� ��, 0 6 GENERAL �ON�i���NS: �i�e Geneg�l ���c�ition� aYe the
us�al �or�s�ruetaon and c��g�ac� �equise�aea�� �rhi�h g�vera ��e
�re�fogman�e �g g�e c�or�k s� �Ha�. �� wi�.� be ���gried o� �r�
a���r�d�n�� �r��� �Y�� �us�atna�y p�o��d,u��, ghe g����, �ga�u�es,
and .requi��m���s o� t�i� C�ty of �'�r� Wo��h' � ct�ar��x. and
p��mu�gat�� og�a�an�eso
wh�xev��
Gond��bons
preeeden�e
�heg� ruiay be a����i�c� kae�w�en �he Ge�a�ra�.
and Sp�e�aZ �tandi�ion�, ��ie la�.g�s sha�� take
and shall �overno .
C1-1.� �����A� �ON�I���Ai�a Special cand���ons a�e the
speei� � a�e�uare�nent� �rl�ae%are ne�e�sa�y �o� fehe pa��i�u�,��
p��jec� cQve��d �y �?�� C����'�e� Documen�� and r��� �pe�i����11�r
�overed ir� �H� ��n�:g�1 �ondi���n�s o Wfl�� �or��i�e��d w�gF� ��e
�en�gai Con�����n� as� o�t�e� ��em�s�� �� tl�� C�n�ract
e���m��a�s ���y �s�v�c�� �k�� a�����ag��� whi�F� �h� Cont�����r
�nd Own�� �F���1� t��v� �n ����g �� �ai� � �i��gaugin kno�a��dg� ��
�h� �����cta
G��l o� ��C��'� AT�ON� o Th� �pe�i��.���aor�� i� �Hag �e�tior� o�
p�rg �f ��� Ce��g��� �ocum���� w���I� �e�� fc�r�fi �r� d��aal �h�
g���i����a�� �afli�H �ta�t� b� ��� �� ��1 ����b��s, ���n��g��tion,
wogkr�an�t�i�,. ��uip��r�� �nd ���vi��� i,s ��d�r t� ���dex a
cdr�pb����. �r�d �����1 p���e��o %T��a�v�� s���r�n�� i� ma�,e ��
�t�n�ard �specifi���i�a�, r���.l�t����a ���uar��er���, �t��ute�,
��c e , ��;�� �ei��fr�� �� ��cumen�� �1�a11 Ea����� �, ��agt o� ��te
��n�g��� �ocumer�t� au�g �� tk��ugh �hgy w�g� ���oc�ie� �H���in.
�1-1. �� ��N� a `fika� h�nd o� bonds ar� tt�e �rsa��er� gua����e� �g
s�c���,�y �ugn�s�eci. �y ��e ean�r���or fog �i�� pro��t .��d
�l-i i2.)
��
•r
� r
.�
fai����� pergorffi�ac� of t�e ��fl�g��� ��d inc�ude t�e
fa�1�Wi�g:
a. �ex�o����e �ond
�. Payment ��nd (�e�
�. i���ig�fl�Yl�� �PJTl� �
d. Propo�a� e�� B�.€�
t� �i�d���, �a��
(�ee ��sag��p� ��-30�?
psrag��p� C3�3.�)
{��e p��a����h G3o�.i)
���ur�i�y i��e �Qecaa�, ���g�u�gbons
i� ��cl ���2. � )
C��1.1a �DN��,CTe T�ie ���xgr��� is t�e f��m�l ��,g�rgd ag�'eemen�
be�ween the Owr��g ��� gf�� ����.��ct�r cove�ir�� ��e mutual
under���aanc3ifl� of gt�� gw� ��agga��i�g par�ies abaa� ��e pr�ject
t� �e co�pl�t�d un��g gfl� G�ntg�ct Document�a
�l��.l�, �L�NSa �he p�an� a�e the ���wi�g� o� gepr�dtae�bons
�he�ce�ram �ac�e �y �he Owaes' � �epre�e���g�a� ��a�a�c� in de��f 1
�He �.�catcioa, dimer�si�n ar�•d '�o� i�i�� a� ti�e �r�r�ou� element�
@f tk�:e pgo�e��a �r��lur�i�� s��� ��ga��g��P g�►�beal
�g�ss-���g��ns,. i���ug ��agg�a�, ���kiflg riga��r�gs, ����i�inary
dgar�ings aad ��ei� �u��l��e��ai ���wba�� �s ��ie. Ow�eg �r�y ���ue
�o ��arbf�r o���Y �i���iag� �r €�r tt�� pt�rpo�se of st�ow.�ng
ch�n�e� ifl gHe w��le ��g�i�►��geg �.uth��° ��ecl by ��e �r�ne� o �he .
piafls are ��ua�Zy b�ur�d �epar�.��l� . �gor� ��rier � ��rt� o� the:;:
Cor�t��act �o�u�ent�, �u� tl�ey ag� � p��t ��f tt�e C�n�rac�";-
Documen�s ��.�� �� �h��g� �F��y c�e�°� �a�uaci t������ o ' ,
�1-Z p 1� �2�%a ��ie �ity �f �o�e� %Jv���i, ��x��, � �uni�ipa�:�:
�arpora��on, a��h����ed a�c� e���t�g�cl .ur�rler t�e �exa� ��m�e
���tute�, aeg�t�g b� an� �fl�o�g� a�t� ge��rr�i�� �ody �r b�� ���.y
Ma�geg, eae� o� whf�h i� ge�ui��d by cl�ag�e� to �e�faxm
spe�,i�ic �u�ie�. Re�gon�ibi�i�y ��� �bn�l eagog�e�e�� ef
C�r��sae�s aa��lv��c� �H� ��t�r �� Fa�� �T��g� �s 1�� �H��geg
v�s.�ed a� ��e ea��r F3����ero �He ����� ���y �.fl� Owa�g are��
syz�on��u� o
e i� 9 a�� c��x C�o�c�� o Tfl� �u�y egeeted a�d qu�l i��ea
gav�x�ninc� body o� �� Ca.�y of �or� �Ta��h, �°exa� e
C�-�. i� MI�Y��o T�i� ���a��a�.i�► �l�c�e� A4�y�g, �g i� hi�
ab�en�e, �.�� l��►v� �go �em �� �fle �b�� e� F��� T�aggh, ��x��.
e�o�.-o � a. GgT% l�iAG��e ���. ���i�i���y �ppvir���c3 �r�d au��vgi�ed
��y �3ar�aqe� of th� �ity �� �or�. �T�r�k��. �ex�.�, o� hb� dul�►
eu�horiz�� r�p�g�en�ati�*eo �
�1=1.a.1� ��'�� �2°��%d�`di T�l� o��ac���l� ���f���l�eC� {:�g� �1t�.O�rrl��/'
o� �.he ��gy �� �'�gg ����h, Texa�� o� ��� �u�� a��H��i��d
�����s�nt�tiv�o
���1 i3)
�
�i-1.1� �IREC�OR OF �U�LIC WB��S: T�Q duly appoifl�ed ��ii��ai
o� �he Ca�y of �org Wort�, refe�ged �a �� �he �ha��er a� ��e
�a�y Engin��r., ar ��� ��ly ����ori�ed �ep�esen�afiave.
�3-101 � I�IREC�ORt �i�Y" k����Ft �'D�P7�R��SEN'F; �he duZy �ppoin�ed
�ireC�or af �.he Cigy �1a��� �epar��en� �f t�e �i�y raf €a�t
Wor�1�+ �'ex��, ox h�is duZ� �utf�orei�ed �e�aresenta�ive,
a��b��an�, or as�er��so
C�-l.l� EI�G�N��Rs �he Dag��tsr of ��1�I,i� W��k�, ��e �i��c�o�
of the k���� Wortt� Ci�y . T�a�er �ega�tm�r��, o� �h�i� s�u1y
avtho�i,�e� assisgants, agent�, �r�qinee��, iaspec�ags, or
s�aper�ntendes��, �e�ang ���hin the scape �f �h� par�ga�uaa�
duties en�xu��ed to ��iem.
CZ-�.. �(i CONTRACT��s Tl�e gers�a, pegson�, ���tnesst�ip.
co�par�y, fi.xm, a��oc�ba�io�, �x co����ati�a, efl•�eg�.tig it��o a
�on�xa�� c�rith the O��e� �vr �H� ex�cutbon o� the w�gi�, a��ing
�digecg].y o� thr�ug� � ���.�r aut�vri��� �epge�en�a�iveo A
�ub��on��a�ta� is � p�g��x�, �i�°�a, eo��or�ifa�p or ���iers undes
cos���ct wa�H tF�e pganci�al �on�x�ctar, �upg����g labo� and
ma�e����.s or on2,� �,�b�g, ��c�r w�rk �t the �at�e �� ��he ����e�t.
C1�1.�1 �UR�����a �He �vrp�g��� b����� vahi�H ��� bg��d by
such �bonds� are req�.ire� wa�� an�i �o� ti�e Conts�a��or e The
su�e�a�� enga��d are g� be f��l� res�oa�bble ��g the er�t�i��
�nd s��i��a+�tary �ulfi���eni� o� t�� �ontr�a�g and .��r any anai
all r�qui���e���- s�s set f��1�H in ��� C�ntg�c� ����m�ni�s and
a�proved ��an�e� �h�r�$ne
C���a22 TH� ���� �� �RO����e Th� co�pleted work eastemp���ed
in and �avered by �,he C�n��ac�, ���un►en�.�, �nc�ud�n� �ut no�
�imit�d t�� �3�� ��.rr�ish�.�g �� all ��bo�, ma�e�ial�, ��v�s,
equa.�m�n�, a�c� incfc�e�tals a+��e��a�y �o p€��u�e �. �on�p��ted
ar�d ��gvf�e�1��� �ro����o �
�1.-]�. �3 �t7�Y�iA]G 9�,Xs �1 raarkiag ��g �s �efir���. a� � ��3�r���g
d�y; n�t. ��elu�b�a� �����da�*�, �un���ps, �nd 1���1 h�.���a��, �n
e���clx� �he w���he� �r +��Y�e� ���dit�or�� n�g �����g g'�� c�n�rai of
�he �ontr����g ����i� g�e ��gf��rrnance �� �he pr���ap�� u��� �f
w��� ��or: � ����od� og �a� �e�� �?��n s��era. ti ) �ou��-� ��t���r�
i a 0 D �at�o �nd �; ��. p.,��o �� �ri�t� �x�ep���n� a� ����b���d in
�a��gr�p1� �7�i��m .
�1- � e � � �I���ND,�R �I�XS o �i _ �al�nd�g ���► �s an� ��� o� , the we�&
�r.��n�h. ne day� being �x��pt�d:
�1-1��5 �EGAi 5�����X�: ����i i��Zidays sha�l �� A��egv�� �s
p�e���bber3 �g tfle Caty C�un�i� o� g�e C�ty �f �oxt i�o��.h� for
�bse�van�e �y Cat�► ��ngioy�es a� f�tii.�c�s e
. ���i i�?
,�
� . . � . ... .. : —� .. . - . , . .
�
a, -
r , �. e� �iew X��r' � �ay ���u��� �
�. �i. i,o �i�s� ��� o'����he�ay Th��d F�i�r�day ia ��nuary
• 3• F��ffi����� �$� Y���� �Y`�fl�$� in A�y
�. Ynd�p�r�denc� �ay � ��ly � �
_ ... „.. � � . Y���ar ��y - ...... _ . . ._w .. .. _..... .. gi'��g' I�a�clay �� �ep�e�a�ef
6. T�i�nk�g�v�flc� D�y - �`�ug�H �'riursd�y in N�v�nber
' 7. Tk�ank�c�avin� �rbday �'eurth ��i�i�y in Novei�ber
8e Crir��gnas D�� be�e�e� �a
9a �uch ���eg ��y� in gi�u e��
_ h��idags r�� �.1�� �igy Co���ig
I' may de��g�ine - �
W�en v�e o� gF�� �b�v� ��m�� T�a9 iclay� o� �. ����ia� holid�y i�
" c3ecl�se�3 �y ti�� �ity ��uflc31, ��11� ofl Satug���r, tl�e holaciay
� �l�al� be o��e�ve� �� t�� ��e�e�ing �'g����r �g ff ft �a��.� on
�unday, �g �i���.� be ab��xv�� a� the foll�wir�e� I����lay, by g��se
� ernplo,y�es �a��kir�g oa w��kir�� d��r �pes�ti�n�o ��p�o�ee�
= wogk� r�g es�enc��� d�y ��er��i�r�� �-ai�.], c�nsi�e� g�e ���endax
� holiclax �s ��ie holi�ago . .
� C�-10 26 I���R�V%AT�ON�fl . Wh�r�aeg tY�e r�%�r�evi�tiAns de��fle�
� flErein �.ppear ir� C�n����� ��cumea�s a�l�e i��eng a�a a�ean�nc� '_
sha�l '�� a� ��lio�a� o . � . . . r
5 , . - _ . . . - . _ • '
AA�H�O - �e�i��a ���o�i�ti�n �� ' � MG� � t�ag�i�r� �allon� �eg
��.��� �b�Hc�$y �gan�po�g�tion ��� :� �.
D�fi�i��� . . . � . . .
�� ASC� � �imer icar� �������+ �f Ca��� GF� -� ��I��� F��t per ;
�ngineer� ��c�nc�
- ZAW � �n l�cevxd�r�ee WitY�
� A��M � A►�n��i��a ���iety o� I�4ir�� .� Fqinimum
�� � ����ir�g l�a�e�b�� � ��,�,- I�anola�Ha�
AWWA - l�merican W��e� 6,iagk� � - �e��engum �
A���cia�bo� 1� - Ra�a�s
A�A �m�ricas S��fl�a��� A�s�cia��o� a.�. � 3fl��de �iameteg
A� - �����u�i� in�titu�� g.i�o - ��g�z�d�
�ia��ter
' A�ph. � l�s�ha�� �l�e�d �l�v���va
� AVeo � 68�e��e, � - �ai���r��i��� •
. �lvc�o � �oui����� � C - ������g�ri�.
� e� � ���� ag�� �r�o � ����
e� — �����g �i�� . ��� � ��ag .
�i � Galvaaa��� �g�r� �to - ��g�e�
' Line - ��a�a� ar bir���l �Y � �ubfc 7I��d
� �b p -� ��u�cl ' �'� o -� 7tard
�H -� F�nk�ol� �Y � �qu��e �asd
� FaC�%i a `� �i�b��� � � � o '�. 8.�� ��.�b - S ���
� e � . � �UC��.�� ��@�3
�
��.—� c � i
�
C1�1.�7 CH�N�� ORD��; A p�hange Ord�r" is a wri�ten
supplemen�a� ag��erne�� b��we�n �he Own�r and �he Cantraeto�
cov�ring �o�e �dde� �r deduc��� ite� or fea�ure which �ay be
'�o�nd nec�s�a�y ��d w�b�$ ��� �a� �pecif���lly ancluded bn �he
s�ope �f.�he p���ect o� ��3�h.�id� wege �u��a��ed. ���xease
in uni� qu�n�b�ie���ta��� i� ����'��oposa� ��e �o� ��e �u��ec�
�a�te� �� �•��a��e Ogder unles� ��e is����se ag decrease �s
ma�E ��aa ��# s£ th� ��eu�� �� �he paggb��lar $�em os i�e�s in
ghe oriq�nal �gopa���.
All "��ange B�deP�" ��ag� �e prepared �y �he Ca�y f�o�
informa�.3�n as �e�e��ary fugnis�ed by the ��ntract�xo
C��Ze2� �AVED �T����S AN� ����XS; � ��ved s��e�� o� �Iley
sh�l� be defin�� a� � ��reet �g �iley ��vi�� one �f �he
feiYowing type� a� �ear��� �urfa�e� app�i�d over �he natural
un�mprove� �u�fa�es �
�d �n� �yp� o� as��al��c c�fl �rete w��� �r w���out
sep�ra�e b�se mategi�io
�o �ny ty�� �f asp�al� su�€�ce �xea��ea�, �ot
i��l��ia� �n oi�ed surfa��, �it� ar witfl�ut
se�a�a�e b��e r�.t��ia�. �
3o Brs��k, wi��i v� witY�o�,t sep�ra�� b�s� �a�erial.q
4e �on�rete,,w��� or faithe�t �epara�e b$�e ma�e��a1.
�e �P,�g ca�bir����v� o� t�e ��c�veo
Ci�°Z.29 UNPAVE� ��'��ETS OR ,A�LEYS: Aa ur�paved �tre��, alley.
roadway or d�her sugg��e i� ari�r axea �x��p� �hose d�f ir�ed
above for "��ve� ���eegs and A��ey�.�
G�.41.�D C��Y S�RE���e �, city ��reet is ��gan�c� as �ha� ar�a
be�r�e�n �he r�,gh���f�way lir��s a� the ��re�� fs ded���fedo
CT-�.31 ROADWI�X:
p�g��lel line� twa�
{.�' ) ���.� 1���k of
�X1� L� o ' .-. ' . ,
T�e� g��d�►ay �� d���n�� �,� ��e �r�a ���we�n
i�2' l.fe�� ta��k �� �h� �ugb I.ines a� �our
ti�e �ver��� �d�e �f ��v��ner�t wh��e no curb
Ci-1. �2 �RA��� �T����o �A �1sav�� ���ee� i� an� �,ngav�� �����g
�� wt�i�ti� ��� ���� � c�e� aa� or mog� �p�l�.c�ti�r�� of c�g��rel ��
sirni3�� �����ial o�l��� itria� ��� r���u��� r�at�gi�Z ��un�� on. ��ie
��g�e� s���.a�� �e���� �r�� ir��r�v���n� w�� ���o
..
. . �� � e�—� c � �
. _._'�
� .. -- :- . . .�
�
SE��'�ON � � ��N�RAb GOi�DI'��ONS
�2m� iA��ER�R�'�AiiON �NA
PR�PARPi���N OF �Re��SA�
�����@N C�-� TNi��i�R�TA�IDAI �T� ���ARA���I� �F P�B�d�AI�
C���o� �R��O�AL �`C�R�i: TM� Ora�e� �i�� �ugaish bidder� �ai��i
�sopvs�l . ��a�m, wt�3c� t�ill �v���in �n iteffii z e� � ��� � �� t�e
ite�s �� �+egk ta �e d�r�e �g �t�rb��� �o �ae ��r�i�fl�� �r�c� u�on
whi�H ��d �gi�e� ��� r����s�edo �'h� ������al �eg� w#��1 ��a�e
�fl� �i�deg' � . g�r�eral � unci�r���fl�ir�� �� �i�e �r��e�� go be
�ompl��e�� �g�v��e �.�p�c� ��g �urni�l�inq �he a���n�. �� �bd
��curi��►, �sd ��.��� ��e b��i� �or �nteri�� ar�ta � fog�a�.
�oa�gac�e �he �ar��� ���1 ��gni�h f�rm� for th� �i�d�e�' �
"�x�eriea�� R���g�,9 ����.�gm�nt ��t�e�u��,� �r��1 '°�in�n�i�I
��a�.ernen�pp ��1 �� rahi�h ���t be gropes�y execu��� �r�d �i�.e�
�r�t,h ti�e �ire��or o� ��e C��y 'kT�te� �i��artmen� or�� �eek prior
�a ��e �ou� �or opea��q or ���s. '
�he �ina����l st�g���fl ��gequare� �Y��g� �r�ve been.pregared by
an a��ependen�. ce��.ifbed �ub�i� �c�ounga�nt o� ar� andepenclent�
pub�ic �c��ua�an� Holc3ing � ��lid per�i� �.���e� �� aa,.-
sp�gopra��e ��ga�e ���en�fr�g ag�a�y� aad �h�,ll ��ave bee� so �
p��paxes� a� �a ���lee� �k�� cur��n� ��n�n���l -�g���sa ���� :.��.
��a��men� ���� � ��x�en� �nd n�� ��r�e �H�t� vn� .Ib) �ea� �1�.
�n .��i� ���� ��at� � �iddit�g dlate ��li� , ra$�i��r� g�e g�,r�ae a new::=: -
s��g�n�ent �g �eaac� �g����e�, gfl� �xevi�u� �tat�m«r�t �ti�a� be�;�
up���e� �y ����ae� �v�gi���a�.��flm �iqu�� ��se�� in ��ie amm�unt:�s
af t�� i� 0� 3 pe���n� ai the e�t��r�a��� pr�je�� �o�� ar��� �e .-_
req�ag��o _
�vrs aa experier�ce r�cord to � c�r��b�e�ec� �o �e ��ce��a�l� �v�
` a g�ver� ��o����� it rsus� �g��le�� �h� �x�e�ienc� �� tt�� firm
seek�ng� ��,��i�i��gi�r� �� w��k �f bo�H �1�� �a�e na�ug� �rad
! r��gr�i�ud� as ��a� of the pro�ec� �or �hich �bd� ��e �o ��
; r����vet�P �,n� ����► ���reri�a�e ���� �ave beer� �� �g������
c�mple��d aa� �ag� ��aa ��ve (�} �e�g� �gieg g� �t�� ��t� �r�
, w�i��F�. �s� �� b� g����v��.a ��� �3g����� �f �i�� �i�ter
;' d���r�m�nt� ����1 T�e . s��� �u�g�� as to tY�� �ccep�aiaigi�� o�
�x��ri�r��e foz q�aa�,i�i���i�n �a bid on any �or� ���tk� �a���
: �ep�gtm��g ��o�e��o
T�� '����p���t�� Y�idd�g. �i���l ��&����� �i�� . ��uip��nt . k�e i���
aemi.L��le �or ti�� pr� je�t �a�d �t�t� tta�t Y�e ari�l rent ��cF�
�ddition�i e�ui�ffient.�� ��y b� ��quir�� t� ��m�ale�e �he
.pr�j�ct on �rl�ici� he sub�ai�� � �i�s
c�o�o� ����������a�� o� �er��������o ��� �������a�� �t.w���
��� ������� � � b� f.ug�a�fl�� �� �� �� 1��g�� sa ��� �aropasa�
�2-�2 i�� ?
L�
f�r�� o� o��e� ����s of t�� Co��ract �acu�en�s will be
con�idered as ���g�xi���e �n�y and ���1 be used for tfle
purpose �� ea�parin� ���� o� a unif�g� �a�as. �aymen� �bll ��
�ade �o �h� ���tr��g�x iag �n�y t�e s��u�l quan�itaes o� work
�egfg��ed �r m.ategi�i� ���flishe��- in � ��x�c� a�coxd�n�e �ig� ���
Con�ract �oc���a�� �fld p��r�so �Y�e qua���g�e� or �rork �� be
perfa�a�ed a$� �ria�eriai� ta b� ��xr�i�he�i �ay �e bacx�aseci or
decrease� as ����in��ger_pg�v�ded� wi�ho�� an afly wa�
iflva�.�dat��g ��e ur��� gri��� ��� ar� ar�y othe� gequi�re�en�s of
�he C�a�rac� ���umen��m
C 2� 2. 3 �X]a,M iP�A 1� 4A� OF �OA��'R���' ��UM�iVI � AI�D SIT� O�' �ROJECT :
�iddexs are advi�ed ��ai� th� �Ant�a�� �oct�m�nts or� g�1.e ��fi��h
�f�e OwnE� ��all. ��n�g��ut� ail �c�� ��e ir�g�g�����r� wi�i�H the
Owne� wi�.�. g��r�i�k�. All addi�iona� in��ra��gian �nd data wHicl�
tHe �wner wbll �upp��r af��r pxoffiu���g��� ox t�e ��g�al
��n�ract do�u�en�s ��all be issued in gHe �ora� o� �ar��tte�
addenria ar�d sHall b�come part, o� �h� Contga�� Ao��r�ents j�s�
as t;ho�g�i �uc�i addenda we�e a���.�,l�x �rxi�g�� ar��.a �ixe og�g��al
Con���e� Doc�me�tso
�idde�� ar�e r�eqaired, �Yior �o �fle �eilin� og �rap,osa�, �o xead
and be��t�� g�r��liar �a�Y� �1�� Cvt���act �o�ur�ea��, �v v�s�� tY�e
�ite of tl�� ��oj��� �e�d �x���e� �ag����ly aZl go��al
cor�ditions, ta �r�farm gHe����v�s by �$gir ��►a �adepen�en�
ze�e�rch �nc� iaves�iq�t����, tests, bog��g, �nd �y �u�h o��aer
�ean� �� �ay be n��es�ary to c���n a comp�e�� t���wledge �� �Ixe
conc3ition� wt�ic� w��,l b� �a�ountere� dug3��� ��ie ca�a���u��b�n
o� �Y�e pr�����o '�h�y att��g �udge ��� ��e�����es �Fie
di�fi�u��i�s �� gi�e �ao�3� �ad a�� a���r����g ca�cumst,mn�es
a��ecting ��e eos� a� d�in� g�ie wor����� �F�e time �?ec�uireci ��r
i�s ��omp�etior�, a�� e�ataifl $�1 informa��or� g�qtxiY�d t� mak� an
an�elli�ent ��opas�lo No ��t�agr��gfon �ie�n 1�� �he D�ar��r vr
arzy �epr�s�n��tiv� �� th� O�ir�e� s��1�e� �han �fl�� �on�a�r�ed 1fl
�i�e C�a��ae� �ocum�n�� �r�d ����,ea�,lly pr�mu�g���� �c�r3�nda
�He����,.�riail ����a��inq u��n g�� Awae�o �icid��� �h��i ��1�►
exclu�ie��g ����►ci ����ly up�n th�ir� �ws ����.m�t�s,
li1V���1��$a�R� . ��S��g�F3� ��st�, �x�lv��g�.���;, ar�d o�i��� ��g�
w��ch.ar� n��e����y f�g �zll ar�cl ���p���� �n�or��ti�� u�es
�ai�icl� :th� �g��v�al i� �a �� ���ed� � �� i� ���u�ily a����d ��a�
��e �u�m���i�rs ��, � p�op�s�I �� grima�f��i� ���c��nc� tt��� th�
�a�der t�a� nr��� �fl� inv��g�gt����r��� exa�in��.��n:� ar�� �e�g�
Hex�.�r�� �ec��aiz�do �la�r�� ��r� ��€����oa�l� com�er���,���� ��e �.a
va.ri$t.avr�� ��'�w��n ��n�i�i�on�-. act�u��gy ��e��nte��� �r�
c�r��tru��i�n_ �n� �� br�rlicz�t�� �fl ��e �ont���� ��e�.m�n�� wb11
a�� �� ���vwedo �
�'he �a�� �� S��I. ��r��fl��, if an�to: st���ins� �a �He g�a�� ag� for
�e�era� inf�rma��a� only an� �y r��g be.eorre�t. A�eithe� �he
. �2��(�I
�
�..
Ov�neg r��g t�ie ��gineeg g�a�aagee tl��� ��,e cia�� �hown i5
�e�aze�entaf.�v� �� co�d�g�an� �i�icY� ���u�ll� exist.
e2�2. �4 SU�MI�°TIN� a� ����os��e �t�� ������ sh�ll �ub�f� riis
��Apo�a� �n �t�e ��gm fur�����d �y ��� �w�ere 1411 ��ank ��aces
a��la��?�le �.o�...gt�� - �ro�e�t-.. ��atair�e� i� �ri� �or�n sh�ll be
�:c�r���tly gi�.��� it� a�� �Y�e. Bidd�g �Y�al.l ��a�e the �Y�ce�,
wr�gte�n i�n ir�k �a b�tl� �r���� ��d �u��ral� � fos whaeh fle
prap�se� �o do �he raor�� c�at�mp�.�t�d �g furab�fle �I�e r��t��iaZs
�ec��ix��� ��1 �uc� pz���� �Ha�� �e csri��e�r� �.�gii�lyo �n ��se
�f di��g�pan�y .���w�en �tte pgic� �gitt��r� br� w�rd� afl� �he
pr�ice wra�g�n sn a�m�r���, th� �si�e �e�t g��ant���eous to �he
Ci�y sY�a�l govega. -
�� � p�op�s�g i� �u��n�tged b� a� ir�di��d���a �is �� �er nr�me
�u�� �e �igae� ]�y l�im {�er�) o� %is t���) dulg a��.��rized �ger�'�.
�� a �r�pa�a� �� ���mi��ed b�r a �i��, ��s�ci�gion, o�
pagtn�xst�ip, �F�e na�� �.�� ar3cl���� o� ea�i� n�e��e� mu�� b�
giv��, �ad tl�e pga����l �ust tae �ignes� �g � me�abeg af �He
����,, �.s�ac3a�a�a�� �r � ��gtne��Y�i�, �� 1�� � ��gson �uly
au�hor��ec�. �� � pr����a� �� �ub����eci by a�on�pany ox
�orpv.r��taa�, �i�� e���a�ny er ��rpo���.� fl��e �nd i���iness
acidgess must b� giv�fl, anci �F�e gzopvsa� �igned b� an a�ficial �;
�r duly �ughoriz�� ��en�o �h� �o�rpv�age se�l �us� be ���ixec�o
� owe,r of A��orr��y . �etfler i � �r�� ���ngs _ �r otl�ess �o � �g.r�
pgap�s�1. mus�.�e ����erl� �e�gif��� �nd ffiu�� � in �axiga�� an�:�
sub�it��d �►it�i �&e �ropa�a],o `,
��-2 4 5� R�S�CT�O�i O� �RBP��Fi�� o Prap�s�1 � may �e �ele�ge� if :'.°
�hey sh�w any a7,g�rat�,oa o� word� �r f ig����, �dc��gioa� r�a� ��.
c�l�ed ��r � ���diti�nal a� 'unc���e� xo� �1����r�a�e ��.��, �
incom�� e�e ba��, �r�su�e�; . �g� . i���g�..���eii�3es �f �ny kind, o� . .
ceng�ia ua���ance v��.ue �i aa�► i�ems o �r�p���� �endeg�d o��,
��livere� r�fte� .�.��� �f�icia� tim� d��3c�nate� for �e��ip� �f
pg�posa� ���1.1 be ��tu�n�d t� g�� �idde� unop�nedo ,
�2��65 ��� S�C[]R�'�'%e N� p��p���� v�bii �� c�r��id�ge� uage�s it
i,s a���mpasb�� by � "����a���. �e��gi�y" o� �i�e �H�ga�t�� �sd
in� ��e amca�fl� inci��a��� in �i�� �P]�tic� t� �����rs'� �r�� ��ie
"�g�po���. `�. ��te _��d ���t�x��� i� re�u�g�d %�► t�i�� .Ova��r a�
e����nce �� gaor� ����1� vn �F�� p�gt o� ��� �i�c��g, and �y w�y .
ag .� gr��g�rat� g�i�� if a�aa���� �l�e �os�����, $fl� �fcia�eg .�►ili
�ab�Hin ��� g�qu�.��� �i.m� ex����� � �o��a�. cor��Y��t ��d. �ug�ri�t�
the re��.fr�r3 pe����n�nc� .a�ai ��t��r. bo���. �I�e �a� �ec��i�y ��
�t�� .�H��� l��r��t bic3de�� � wi�� iae .g���in�� �r�tii ��i� ��nt����
a� a�►ar��� �r� ��1�e� d���o�f���� �� ffiac�� �Y��s�o� o �i�� ��d
����.gity o� �.�� ��h�r b��c3���. m�y �� �et���a�� �ro���i�► ����g -
��e c�nv:��� �� bici�o
�2-2(3)
► 1
��-Z.i �EL�V��Y 9F �R��O�ALs Na p�bposa� ��13 b� �ons�dered
��less bg��� �eliv��e�, �cco��a��ed by a�� ���per �id
.Secur��y, �o �he �i�y �an�geg o� his �epr�sen���ive i� z�e
o�����al �Ia�e �� busifla�� �� �e� �os�� �� ��e �N��ic� �o
�3dder�o� �� i� ��e �i�de�'�..� �l�.�e��oa����1i�� �� deliver
��e p�opv�al �� ��� p��p�g �ime �o �he p��p�� �lace. ��e me�e
fa�� g�ag a pr�p��ai ��s �a�pat��ed wi�� flo�� be can�idered.
��e �idder m�sg have g�e psope�al ����al�y de�ive�ed. �ac�
proposa� ��ail��e is a �ea��� �nd��o�� �lai��y �agked wit� �he
word "�ROPO��,p ��d�t�e n�me �g de���ig�ion o� �he ��eject a�
��s�gna�e� in t�� �N�g�ce to ��d�es�o� THe envelo�e shall be
add�essed t� �H� ���y �a�agegD C��y Ha�l, Fest Wogg�, �exasa
�2-�.8 �gT�DR�W�NG ��a�o���se ��op���i� ac�u���y �31ed w���
t�e �ity Mana��g ��nn�t,�e wi�Ad���n pri�g go th� �i�a �e� f��
opening pgop�sal�� A s�quesg g�� no��cvn�id�r�gian �f a
p�opvsal �us� �e �a�e i� �ri�in�, addressed �e the e�ty
�anag�r� �nd ��led �it� �bffi p�i�� g� t�� g��e se� �eg �he
�pe�3n� �� propo�a�so Af��� a�i �����s�l� �a� �e�ues�ed �or
aas��aasbder�ti�n �ge op�fl ed ��d �ub���ly read ��o�d, ��e
pr��o�a�s fa� wh3�� n�fl-c�����era�i�n r�qu�sgs �ave �een
pg�per�� ��le� ��Y, gg �h� ��g��fl �� ��e 6wn��q be r�tu�n�d
unopenedo
C2��.9 T�L���AP��G �a���a��T��� B� P�8���1miI�S: �rriy �i�der �ay
�od���r ��s psopa�a�. �y .�ele�g��Hic �o�musac�,�i�r�. a� any ���e
p���r go �che �im� �et ��� a�eninc� �����s�ls, p�ovid�d���ch
t���ggap�.�c communa���i�� �� �ec�ived ��r ��xe Gig�r Manager
p���g ge i�k�e saicl ��apas�l �pen�flg time, a�c3. ��ovids� �u�t,�►ex,
g��g �rie ��,t�► t��n�g�er is s�����i�� th�� a writger� and ciu�y
au�henticated �ar����mag�on of �u�F� tele�x�.ptxa� ����n��a��on
ove� ��ie ��gnagu�� ��� �He ��c�d�r' wa� m�i�,e� psi�g �c� �i�e
prap�sa� ��enar�g �a��o � g� �u�t� �on�i�ma��.ar� f� n�g ���eaaed
wf�hi�s �orty��igt�� i��) hvu�s ��t�er th� pr��ao��� op�ni�c� g��e,
nA �usg��r con�id�gs�ivn wil� �� g�vea��a gk�e pg��as�lo�
G���o�D ��T����� g����P��'A�' ��0�0� z ���p����� r�h��i� h�v� ���r�
�aropg�l� ���le� �nd ��a�� �a�i��i i����on-�or��i��r���ar� ��t�����`�
�ias b��� ���e�,v�� �ii�;� �e ���la�ly o�en�d �a� �ead ���u� l�y
�Me ��ty Aq�aa��r �� . �i� a��hori��� �e����er�ga�i�� �g� �h�. ti��
,��c� �p�,���. ifl�ic���� �� ��� 10i���.��� �� �i�����a" ��1 �g��o����
w�f�� l�av� b��r� ���ae� �r�� g��� *�i��. rems�� �� �i��� �rb�� �Y�e
�w�er unti�, tt�� ����r��� � ��� b��n a�a�gd��� �adci��� �� .$He�r
�ugFi�rized �������r��ati�►�� �r� ir��it�d �a ia� �res��a� �o� ��e
��enir�� a� i��d� o - �.,
C�-�.ig �RRE�U�����O��SA��e �r�����g� �Hali �� ����i���ed as
beir�� �'°grr��u�ar �� i�t��y �Y�ow �ny ami��i.�n�, . �I.t��s�ta,�ns o�
��g�, �ddi�i�n�, e� c�fl���ia�s n�t ��lled fag, �nauti�orized
�l�er�n��e laid�, �� ��x���b�.rities �f a�y lc�n�o �ow�ver, g�ie
�2-2(�)
,�
� r
n
Owner x�se�ve� the �aght to �abve an� ar�d alI i�regul�r�bties
and �o make ��e �wag� af �.I�e �o�t�ac� �o the bes� in�exest of
the Citys T�fl��g11C7� a�gopos�� sf�e� ���e e�osing �our a,� an
i,rreg�la�i�y ��ii�i� ��nrivg be waa�gdo
�2�� e 12 ���QIIA���YCA�°%�Ai' OF� �%DDER�s �3dders may be
disc�uaLit�i.ed and g1�e�x ���posal� not cons��ered fflr �ny of,
t�ut no� liffii�ed ��, ��i� ���l�wbr�g �ea�oa:
ae R��s�n� xa� 1�ei��vir�q ��s� �ollt��aos exi��� �nang
bbd��g�.
bo �3�asAn���� gg�ur�d� ��s 1�e�i�ding �ha� a�y bidder �s
i.nt�re��ed in moY� gt��n @r�e prapos��. �og �rork
��n�eu�pla�e� o
�� ��e bidd�s �eang i��eg�st�d iz� ar��► �agigat.��n
a��in�� ��e Owner or� w�t�ge �be �raner may inave a
�i�im ag�in�� �r be eflg�ged iz� la�ac�e�ion �ga�as�
tl�e �bddes o � -�
de �'he bbdd�� T����gt in a�r�a�� �a afly.�xis�ing ��ngract
�r t��ving c�e���xl�e� oa s p�eviau� coa�s��g.
ea Rt�e �a�de� fl�ein� p�z�ornrecl a�r��g �vngr��ct in an:.
�nsa� � � �ac��g�► �aaa��g ,
f o �aek �� e�mp���n�� a� �eveal.ed by '��e f inar�ciai
���tem�nt, �xperier��e �ecvr�, e��a�.��er�g �cl�edu�e,-:.
aac� ��.cl� ��c�uZrie� �� �&e �an�P ��� �ee f it to make o �
go • ❑ncompge�:�d wgxk wh3��io a,�x �He �udgrnen� vf -��i��,
Owfl��, wil� preven� or 1�i�d�r t&e p�ampt comple��.on�,
of a����.�ea�� wogk if �.�aa�dedo .
ho �he b���eg n�� fi�ing w��H �He O�rner, ane c3eek in�:
adv�n�e �f tl�e tiour �� �l�e �pening vf prop��al� �.fle� �
fo����aing:
� ' . � �,. �a��nc��l 5t�gemer�� ��ow�ag �t�e �ina�c� �1
��r�����a� � �� ti�e F��d��g �s �pecified an �a�g
� �A" � �peci�l �n��.���gi�r�so -
�0 1� ���g��� �xpegi'er��e ����g� sriawing e�gee�$�.].y
the pr�jects . o� .a t��gu�e �imilag go ��� �rae
� und�r c�n�a�����i�n, wk�a�H l��v� �eea
��c�es�fully �o�n�����cl by gF�� ��d�e�.
` � 3m 1�� e�uipm�nt �cY�ee�ui� �fl�Wing tY�� 2c���p�ent
.. � tt�e bidd�� I��� ����� ��� � f�r u�e or� �t�e
"p�oje��.
�l�e � �ac� �g.����s�� �� � �i�d�g �aY�o, i� �fl� �udgment oa g��
�r�g�r�e�g, i� df�qu��ifi�cl under �.�i� g��u�g�m�nt� ����ed
��re�,n, �T���9 ��' ��� ��a�� ��� a�t �pe��d.
���2(�}
�
9
�AR'� � � G�N�I�AL CONAYTTONS
�3�� AWAR� AND �X�GD�'�ON D�'
�[]CIII�NT�
���TION �3�3 P�T►�A� �,ND ��CQTiaN O�° ��UM����,:
� �3�3 0 � ��P���D����'x�N B� ��e�����,. �i�t�r ��eg��a�� k��,�� �eer�
�pened �nd ���� �lou�, t�� �i�op���l� �il�l be �x�bul�ted �r� g�e
�;? basis af the �uog�d p���e�, �Y�� qu�r�tit�.�� ��ow� ia �i�e
', propas��, ar�d th� ap�li�a�3.�r� �� �u�F� io�m�al�� �g at�t�ex
me�k�ods o� ta��r�gi�� it��� �� -a ��mmo� ����s s� may be
�sg�b���h�d aa tY�� �antr��t ��cu�eag�.
��e ��t�� �k���ifl�� b�p ��kir�� ��� ��� �� t�� gr�duct� o� tani�
'_ p�i�e� �u�ged a�� t�ie �sti��te� , �uantities p��� a�y �an�� �um
b�et�� and su�]� e�he� �u�te� aaiout��� a� �y er�t�� i��o �t�e eos�
o� ��� ���Q�e��� pr��ect wi��. �e cc�a�ic�er�cd as ti�e am�un� af
f:Y�e bi�� �
Ur���l g�e avaagd o� t�J�e ��ntsa�t ��� m��e by �.�e Owfler, t1�e .
r�gri� �►il� l�e � re���v�d �o r����� �ny c�� all ��a�as�l� ��ad �'
�aaive teehni��liti��, �� r.e-��ver�gs� �a� new �gopo����, ar �o
gxo�eed �itk�. �i�e w�r� �� �a�r nrann�g �s ffiayb� cv��ide��d for
��i� �e�� i����e�g ef ��i� �wn�r�. -
e��� o � �a��o���� �v���a��� ����������/war���v-�aw�r� �������s
ENT�R�Rx�� �OI+����,AiC�s Can�xa��A�' ��ree� �.� p�avade to Qwneg, ��
upan r�ques�, � ��mp'1��� �,a� �ccara�� in�t���a����n regar��ng
acgua� e�ork �per�ogared iay � l�ino�bgg �u�i���� �n��gp���e i�3��}
and �g � � W��a�fl-��rnec� �u�ir�e�� ]�n����ri�� �W�E) on ghe
�ongxac� an� ti�e ��ymer��. ti��r���g. ��n�g�etor fu��Hex B�X�es,
up�n �ec�u��t ��►: �w��� � �� a�.�ow �n� �a�i� �nd/ag �n
exa�ifl��ioa �� �fll� �aok�, re��r��, or �il�� �n ��� �ao����s�A�
e� ��ng����or ��i�� w���. ��1��tar����te gt�� aeg�al w�xk pe�'f�r�ed
by �1�� F�i�� �g . W�3�o �►��. .��t����g r�i�re�ge��a��'tf��r� o� �r��r
r�a����� .Wi�,l �e g��u�c�� .��g ��r��air��g��n o� �t�� ��ntr�a�� .an€� fox
i���i��.ir�� �ny ��t�ofl un��� �ppr��rb�t�-s���r�l, �t�t� �g
Lo�al �a+�� a�� ������nce� ��l��i�� �� r���e �g�te��nt�r
f�xgt��g, �a�y ���� r���rgpg��en��tioa m�y b� gg�ur��� �ag
di�����.i�i��t��n. �� ���n�g�cgog �t �wfles'� �i��geti�fl ���
�id�ang �n ���ug� �oatra��� w�gri �1�� �wn�� ��� � per��c3 ��
�im� �� r�e� i��� .t��s �ix, i€) mor����.
C3�3 0 � �Q [1�i,Y� �M�L��'I��NT P�A�i5��1��0 �1�� ��n�ra�to� �t��il
�ca�p�y wa�h �ug����. ��t� ���in�nc� �r���l�i��r�g d���gim�n����a.
i� ��p����nt. p���tic��o .
C3�3 Il}
'��
o .,
T�Q Can�gac�o� �f�a�� �os� �he gequired �ot�ee �o that ef�ect
on g�e pr�je�� �i��, �nd, a� ��s xeque��, ��1� he ���vided
ass���an�� by the eity.o� F�rt wor�h's �qual E�playmen�
�gg���r who wiil �eger ��y ��a�ifi�d app���an� �s �ay have on �
.. �ile �fl his o��a�� �o g�e C�nt�a��ora.��p�ap�ia�e n�gi�es �ay
be aequared fra� �h� �quai ��p�oymen� Offi�e�.
�3-3a4 WITH�RAWAL �F ��D�O��iSa ����� � pxopasai h�s been
read by ghe Own�x i� ca�no� �� w��h�gawn �y �he �i�dez w��h�n
�ogty-fiv� t4g} �$ys a���� t�e �a�e �n.��ich �he ��oposaZs
were openede
�3R3.� AWARD �� �O�T��e�e �He ��ne� reserv�s ��e �ig�� �o
�ig�holdfina� a��io� on,gH� p�����ag� ��� a �eas��ab�e �b�e,
�o� �o ex�eed����gy-f�ve (4�) dax�'���e� �he ���e vg apening
pr�oposals, and �n �@ even� �i�l �n aw�x� be �a�e uagii after
i��e���ga�ie�s �av� ��en �ad� a� t� t�e �espoas�bili�� �f �he
p�opesed a�a�des,
The awagd �f ��e ��n�����, a� an awar� i� �ade, �i�� �e ta �he
aowe�g an� b�st �e�pofl�abge biddego .
�h� aw�g� o� tHe con����t ����I ��� be���� ���e��ave u��il ��e
D�n��.h�s noti�ie� t�� Con�g���a� i� writ��� o� su�� a�ax�o
C3�3._� ��TU�N OF �������L 5�����TI��s. �� ��on as �rop�sed
- ,- �-
pzic� �ota�s tiave �e�n de�e��a�r��d fag �o����ison o� ��ds, �.t�e
Owne� m�y, a� i�� discr�tier�, ����x�r� t�� pz�pd�a� ��cuxity
whicfl acco�npasb�d �F�e pxoga�als wY�i�h, in i.t� ju�r�ra�nt, �a�uld �
na� be cor�si�er�� fer� �he �w�,rc�� �iI1 ��he.g p�op�sal
securi��e�, usu�11� ���se.a� �i�e �flree 1����g bi�d�rs, wbil be
retained i�y �h� �wne� unt�l �t�e g�c��ire� �ontrac� has beer�
execu�ed anc� �o�sd ��rni�Fiec� A� �fl� ��rn��t i�as o�E��rw��e
db�pase� �f �,�e bi��, �f��s° �rhi�H. th�y wi�� �� g�gurned b� i�he
���y �eer��agyo
C�o3 0 7 �oA1D�: �a�� �i�� �x����i�r� ��� �eliver� a� �.i�� C���ract
�o�urnent�; �iie �����sct�� ��a�� �tarna���i to, �nd. ���.� �ig�i i�h€
�arr��g in ��e �.moun�� t��g��r� r��uir��,. �&� �o��aw�r�c� b�nc3� o.
�e ����°BRt�A�J�E �BN� o . A. g �o� �r�c� �u���ci���
����orm��c� �or�d in � g� ��aur�� �xo�: ��e�� �h��a� 100
� �er�er�� i�� .��� am�ur��' �� ti��. ��aa�r�ct, a� ��i��a�ed
by ��� ��o��s�l ���u�L���i�:�. �-r. a�he�w3s�,
�u���n�e�ing_ .�h� �ull �n� ��ft���.l �x��u���r� of �he
� .Wt��3� an� �eg���man�� �� t�h�...�e���act, and �o� �he
pra.t���i�r� . �� �1�� O�n�� �r��. ��Z �t��g ��s��nS
��air�s� c�am��� �� ����8� o� n�glic�e��� �� �t�e
Coatgae�or,.or ��g�rope� �x�cu�i�r� �� ��� work �g.
�he u�� o� �r�reg�.o� m�g���alse �hi� pe�fo��ar�c�
G��3 f2}
,a
� �
�
, bo�d ��al� ��ar���ee ��e ��y�e�� fo� all labar�
����3���. ���������, s�pp�ie�, a�d s��vi�es �5ed
� in th� ��asg��e�i�� �� ��e �a�k, afld sha�b ���ai�
• i� �u�� ��x�� a�d ����e� ���il ��eva�b�ns �� �bove
s�ipu��ged �g� g�����l���e� an� gifl�� paymen� ��
� made �n t�i�e p���eeg� �y �I�e Ci�ye
I '�'
b. I�AXNT�F�1�i��E ��1�� a A�o�� �ad �uf f iebeng
ni �a fl�en�r��� ��r��, is � r�� �ffiAua� of nat �es� �hat�
�00 �ercent �f �h� €�r��ur�� o� ti�� c�ntx�ct, as
�vadenced by the �g�p��a� ��buls�ior� or other���e,
�t���ar���eir�'� tl�� pxcam��, ��li a�ci �a�t�gui
��r�����an�� ef �t�� qenera� ��a�aflty which i� �et
fa�gH in �ag��x��i� ����.�Qo
�r o �17Y��1,, S . ���N e � QA�� ���+{ �u�� � �i�nt pa�rae�g ���d,
ir� ��� �a�oung ��� le�� t�i�n ���# perce�t �� �rie.
arn�u�g �� ��e ����ract, a� ����e�e�a� --by ti�e
��opo�a]� t�bu���3�a �g ���ieg�r3�� � guag�s�eei�� t�e
p�omgt�.�u�,l 8R� �������1 �r�yffient �i:al� �1aaffiant�
as ����a�� �r� ��a�le �l�D, ��vi�e� �i��►al �ta�u�es
o� �exa�� 192�, �s �me���� �y �ou�e �i�l �44�.Act�.
���H �;��islature, R�gu��g. �e���or�, i�9'S9, ��f�c��ve;
A���l� 27 p��1.959, ��d/a� �F�� la�e�� ve��ion �hegeo�,..�
�u������� I.ab�r. ar�d nea��ri��� �� �k�e ��eo�ecuti�n a� �
g�i� �a��3� .pra�id�d ��� in ��i� �����act being�:
� ��a��g�e�e� u��,er �.��s� �����.�ic��i�n� o ���r�ea��� �
�And �i���� ������ �� �orce untig ��� ���rr�e��� a�::
- �,b�v� �ti�ui��e� ��� ru�c�� o ..
d. O�A�R �DI��S: Su�fl o���Y ��r�ti€� �s may k�� r��qu��er�
. y ����e .�ontra�t I�a�u��nt� �Hall E�� �'u�nish�� �y.
�.�� C��gr�a�g�� � .
No sug���es. w��l be a������� �� �fl� O�►z��r �t�i�H �g� �g g�e
ga�� in �ef�ul� �r� ��li�que�� A� ��� ��flc�� .a� r�rl�i�l� ��e
3n�ere��eci . i� �ny �,��bga�bon ���in�� �i�� �wn�ro �1� .bo�ds
�t�ail be. ���e on t�� ����� �a�ni�i�e� la� g�� �e� � �t�� �ha��. iae
execut�� by afl ���roved �ug��� �o�p�r�y d�ing bu�in�s� �r� �He
���y .of �'or� �oxth, .��xaa, �r�d ar�i��H �� �ecept�bg� g� g�ae
oWn�r m in ord�r :�o be ac���t�����Q ��� ��n�e o� ti�� �u����
����i �� ��eiu�ed �� .��e curres�:� �m�m .T�ea�ury �i�� . o�
��cepi����e ��xget�ies� . �r�� ��i� �oun� �f �afl� �bg��n �y ar�y afl�
���e�ga�l� ������� ��Y�a�� �o� � �x�e�c� the �mv�r�� ���wn �r� gt��
�ge��ur��* gi�� gc�r ��i��. �����s�o Lae� �aond �i���� �� ��oper��
�xecute� �� ��ti� '��ie �ontr�c��g aa� Sug��� Comp�ny. .
�ri�u�� ar�y.. �u����r �r� ��i� cor��r��t �� d��.�����eci un���i������gy
�t � �r�� ���e bg. �Y�e; �n�g p �ag��e wa.l.�. �� g i��r� ��� ���angr��to�
�o tH�� �gg�e� �,r�� ..�t�� ��r�tg����g �1��.�1� �mmedi���i�r �►r��v��� �
�3�� . I � ?
�ew su�ety �a�i�fac�o�� g� ��� Owne�. �o pa�nen� �il� be made
under t�e con�gac� u�t�l �h� n�w ��re�� �r �u�e�ie�, as
�e��bged, �ave qua�i�i�d a�d have be�n a�cepted by �h� Owner.
Tfl� �gn��a�t s�a�� n�t be vp����bve nor �ill a�y �ay�e��s �e
due or paid .�n.�bl. ap�rav�� .��. tt��.- �an�� by.. g�ie ��nex o
C3-3 0� �X��UTION 0�" �DN�'1�AC�: Uithba �ea (�0 } days affi�r ghe
Owneg has b� appropria�� �esolugbon, or Ath�rwi�e, a�aYc��d �.&e
�ar�gsac�, ��e Cofl�ract�r- ��iall ex�c��e �n� �ale witt� �He Owner
tHe Ca��ga�� anci �ueH bor�ds a� n�y �e ����ired in �he C�n�ra��.
�0�.'L1Ifl$I1�5 0
tde �ontrac� �ha�� b� �and3ng u�vn t�e �wn�� angil it F�as �een
a��esge� �y �H� C��y Se�re���Y. �PP�ov��.�s g� �orm and
�egali�y by the C�,ty A��orn�y, ar�ci exe��x�ed for the Owne� by
ei�her �rie Mayax ag Gi�y Mar�agego
C3-3 . 9 gA�LUR� �D �X�CU�� e�N���iCT e �'�e ia�lure oi �he
Awaxdee �o excecu�e �1�� g�q���ed bond^�r ��t��� �r �o �ign ��e
gequired cont�sa�� wi�hir� ge�t iY4) �ays ���e� gt�e �on��aea�� is
a�axded �ha11. �ae, cor�side�ed ��r �F�e O�ner �� �t� �bandanr�en� ��
�as p�op�sal, and th� ��� �a�r annuZ the Aw�x�o �y �easen of
�he un�e�ga�s�� �� �h� magke� p�i�es �� ���eri,al ar�d ��bor,
an�3 �it beir�g �.�pract3�ata�.e afld di�ga���.� �� �ccura�e.ly
de�ers►in� ��ie �rn�un� a� c��mag�s ���u�i�� go �he Owrn�g f�y
ge��an o� said aa�agde�' �€�b�.ug� gv ex�����e �a�ci b�r��s and
�ant�a�t withir� �en (�0) day�, ��e ������al sec��i�y
a��onpanxi�g ��i� ������al �H��1 �� �He �g���d amaust a�
damages whb�H 0�*nex r�i1i �suf��� by ��a�or� �� ._�u�h �a�Lure on
�he part of ��e A�ardee afl d s�abl the�eup�t� ��med�a�ely me
��rcfei�ed �.a �Y�e Owne�.
�he f i,ibng o� a proposa� wal�. �e eon��c3��e� �� an ac�eptanc�
oi �h�,� gx�v�,s � on by �l�� �i��,�a� o
�3�30�0 ���IA1NiN� WBRKa ��g G����a��ag �&��l r�og �ora�et��e
wor�c un��� autt�or�$�d a� wr.f�ing go do �� b� gE�� Qws�g p
��i�u��d . th� ��ntr���ag ���1 to �omancnce �a�r3� a� ��i� ���� af �i�e
p�oj�ct �wi�f��n ti�� t$�� ��igulag�� �n ��� �*�i�t�r�
au�h�r�,zs�fa� u�u���y. ����ec� �?�e "W�g3� O�d��p� �r p�ro���d
�rc�e�� � a� i� ���ee�1 t��� ��� �����y Ce�a�an� wil,�, vai�Y�in t�n
( �� ? ��y� a��g�� g%e camm�s��ffien� �ate ��� f�r���a � ir�� ���h
w�b���r��.��.�hag����.�o�, �oma������ tY�e� �hy�i��� ������bor� �� gri�
�on�r��� o . . _ . . - �,
C�-� o I� iA���7�l�I���: �1�� ���t���.�t�g. �h�g? 8�g eo���s�� w�rk
�nd�� ��a�� �€�a�g��g..uagal he F��s ot�g��nc� �.11 �he ir��uran�e
r�qui�ed uz�c�er tt�� ��ntg��� ���tt��a�.� o�r�d ���fl �a��r����� has
b��n approvecl �b� the �wnego �fl� �gime C�r��g��gv� �i���� 1�e
respor��ibl� �or de�iv��3�� �� ��� �wner� t�e ��u����a�ractar��'
_. �3�3 {4)
- - . •�
� r - - - . ' . . . . -
cer�i��eag� �f iasuxar�ce f�r �pproval. �'he p�aa�e �ontract�or
�hall ir�d3�a�e ofl ��ie ����ifi���.e a� in�uga�ee inc�uded in �:he
dv�un�e��� �ag ex����ign ��iett�er �� not fl�� i��uran�e �ovgr�s
.�u1�-evnt����og�. �� is ti�e intention of 'tts� D�ner t�a� �he
in�ura��e ��vegag� �e�u���� Y��g�in �F���� in���de the ��veragE
� of a�� �ub-con�.r��torso _.. . . _..
�a� ��P3P�N�A��ON ��d5�R�'iPI��. �'i�e Con����t�ox s�all
��i�n�ta��, du'��ng ..�i�e. �if� a� ���� cor��rs��,
Work��g�' C��,peas�gi�e �fl�u�a�ce on a�� �� ?�i�
er�p�vye�� �� �ae �ng���d ir� ��aork� �n t�e ����e��.
uac�e�r thi� �or�tra�t, �nd feg �li �ub-�on�g���.or�o
�n ��s� �ny ����� 8� ���.�y�es �ng��e� �a haza�cieus
�or�l� on �h� �a�o�e�� u�d�� g��€� cont���� i� not
�ga�ec��d und�x gfle k�o�ek�r�' ���p���ati+�� S��tt��e,
t�He �A�g����a� �h�l], �a���ri�� �clequ�t� em�al�yer' �
geneg��. �����l��y insur�s�� ��� ti�� p�ogec�.3or� o�
�uch �� �i� �a�i�yees no� s� �go�ect�d. �
be � �OM���PI�A�Si�I� ��I��RA�, �����ial�`Y �i�SLTRANe�;: 'i'k��
Cnn�ract�� �1��11 �recur� a►nd �hall ���r��ain �����n�.,
�?�e. li�� 8� fl�i� c�nt�a�� ��ar�t�a��o�'�.:
��ffip�ehen�ave �ener�� �iabf�i�� Ir�surance iP�blie;.�
L����iity �r�� �roper.ty. ��m��� ir��uxan�e) ��fl an:�
affi��a� aot �e�s tel��� $500, @�0 e�verir�� .��oh
a���xr�n�� �� �ccou�t a� b���l� �� jur�►, i��luc3ing:::-
��a�h, �nd a� �n affi�unt n�� �.��� �i��►n ���d,Q00:>,�
c�ver�ng ��e� o�cur�er�ce oa ����cafl� of gropeg��e:
d�mage wri�� ��,000,O�d urnt�g�ll� p�i�,cy �cover��eo .=i_
c. ADDIT��NA� ��A�aL�TY: �I�e C�n�g�e�Q� ��all`.
��ur�r�isY� ���su�a�c� as �s���r���� pglicie� v�. by:
��d.iti�a�� er�dog�eme�t �� �ne �g ��e�,:
��ave-a�en�i�n�� poiicie�, ar�d an ��e an�our�t �� ���.
��r��h for ����.�c liabi�ity arn� ��op�rty da�a��,- �he
�oilawi�g ir���sanc�a .
�. �on�ir�g��nt �i��i�ig� (�ov�r� ��s��ag
C��n�g�.c��r.' � L��s1��,��ty f �r ���� ���
�ula���n�r�c��g� ) o
�m - �l���ar��. P�i�� �t� �sy ����ti�ng b���� ���e.
3m �ol����e o� iau���.iag� �o� �i�ru�tuge� ��l�a�e��
�c� exc�v���,on { if �x�������r�� ar� t� be
��Y�orm�� ����cer�� �o ��� ? � �
�. ��g� t� �nc�ergr�ur�d u���f��e� ��� $500, ODD o
�3�� ��}
�_
5a ���lder'� risk (w��re a��ve—qrouad ��ruc�uges
��e ��valve�). _—.-
6o C�ntr��tu��. �ia�i�,��.y (co��gs� aZ�
inde�a��aca�aa� gequir�nien���� �g••C�r��Pae�} o
do AU��Fit��IL� YAT�UR�N�� — B�D�LX �I3�[JRX AN� PROPERTY
� DAMAG�: Tt�� C�n�r���eg ��ial� �racuge �n� main�ai�,
durinc� tt�e ���e ef �t�is �on��ae�., �o�pgehen�ive
Au��mobi�e �i����ity ifl�u€�fl �� �� �fl a�oun� no�
�ess �i��n $��0„Q00 �er bn�ugies br�c�udir�g
a��ider�tal dea�h ta ��y �ae �e��o� �fl d subje�� to
t�e same �imit �o� eac� pe��on ar� smount no� �ess
�fla� $��0,000 on ����ufl� �f �r�� �ec�den�, and
�u�o�a��.l� ��aper�y dar�ac�� irt�ug�a�e �� aa an�oun#�
nog l�s� ���n ��QO,OODo �
e4 �C��� OF�' �NSU�At�C��; i�Irl� �PL�31o,Y� HI��ARDo �'he
. insuxanc� gequi��d un��g th� �b�ee ����grapfls �&�11
p��vide aciequa�e ����e�tios f�r. �i�e �ont�act�g �nd
h�.s su�Veon�gact�ars, �esge���vely, a�aar��t dama�e
c],aims wi���h may ar��� �rvrn opex�g3o�� �nder ��3�
�o��r���g, wF�e�Y��r ���� o�e���ias� �� ��� ��i� br�su�ed
or t��r �a��n� �� g�et�y ox ���ise�tl� �mploy�d k�y
���, �r�d �l�e agains� ��y �� �H� g����r��ng� spe��al
l�a�a�a� rah�e�i �a� be en��ur��erea� �n �i�e pes��smance
�� 4ii4 b�il EiS ��r b p
�a F"�V�r �S b��A1d"fl9ia .�S ���F�i'LA�V1��i d�� b������°s�0�
shall gu�fli�� ��e Own�� w�gi� satis���to�y pxo�� ��
�cav�x��� ��r ar���.x����e re�uir�d br� �He�e ���g����
�A�um�r�ts �ir� ����r���. aa�i b� ��zrier� s��i��a���gy
t� �h� Owr�er�o ����ga�� att���ec�o ) �,�1. ���ur�nce
g�quir���nt� ���� u��r� �ri�. ���s���.c�o�° �I��l� �P�IY�
go �_t�� �u�a��a������r� �i�ould �f�� Pr��e
����sa�t�ox'�. ifl�,urs�n�� �a� cov�� �He
�u�n��ntra�t�r'� w��k �pera��os�o .
go �8��� �►G�I�T �'�� i�SL��tP.N�� �i�b ��ND�N�a ���
bn����r��� �n� �er��i�� ��n�panies with wH�m �%�
��ntra��.��' � �r���xg�a��. �r�d p�rfora�a�c�, ��yr�er��,
�a�r�g�s�s�� a�d a�.l ���h ���er� �or�c�� a�re �ar. i��en
�hall be ���g���n�ed b�r an �e�e�� � �r ��e�xt� I�aving
�n �ffi.�� loc�ted w�,ti�a� gt�� ebgy i�r�i�� og ��i�
C3�� i�i
.,�
� T
�f�y �g �o�� Wv�g�, Ta��ant Coun��, T�xas. �ach
_. �u�� �ge�� ���Z1 �e � duly ��alif�ed,-ane �pan w��m
s��vic� o� �x����� ma� �� had, a�� ��s� have
. ��t���agy afl� �aw�� �� ae� vn beha�� of ghe
in�u�ance anc3/or b�r���nc� coaxga�� g� negot�at� and
se�t�� witi� �k�e .�i�y �f-�.�o�� ��og��, ox �ay �tHer
C13��1�l1� � ��� �� �3,A1, �Yla� �h� C3$�► �� FGi� �i0��.�1 OZ
�thes ��a�ma�� �r any prop�ggy �arr�ex �a�ie H�s been
d�m�ged, may. �xav� ���ir��t �h� C�r��g�cgor,
�n�u�ance, �ncl/�� ����ing company. �� the b��al
�.s�ur��nce r�pr��eflg�tiv� �� r�o� �o �pow�sed b�r the
i��urar�ee �� b�r���fl� ��mp�nie�, �H�a �u��i ���h�gity
��s� l�e �est�c� br� � ��c�l �gea� �� ��sims a�fice�
r��i��a� ir� �he .F9etrap�ex, �fl� ��gt W�rti�-�a�gas
�i� �a a �� � fl�me o� gF�� ��€nt oP ��en�� ���I �. be s e�
��gtt� �fl €�lg �� ���t� b�nd� �aa e�gtb�i�a�e,s of
�a��s�t���p
C3�3 0�� eaN�R��TOR' S���,���►���N� e iT���g th� �on���et, �he
Con��actog �h� 1 p�g g�r all r���e��al� ��abor anci �e�v�.cEs
wheH ciue e �
C3�3�o �3 W��R�X ��,Y�tOY��e �i ��gti�.igd, ���y o�: ea�h �ayr�l�l_,
��ver�ng �ayra�nt of wag�s �o ail �eg�on �n�a�ed in �aork on t�e �.
pr��ect �� �F��. �it� of �h� pg��ee� ��i�l� be �u�nf�h�d �� �he �
O�neg's �epxe�er����.bv� rr���in �'ev�n t � 3� �ay� ����� ��� ����e:.
�f ���H p�y�call p�ra�8a 1� ��p�► �r �opie� o� �k�e ��pl,i��b�e,�.�
mini�u� wage ra�e� a� se� gag�H in the Ccn���eg �g�uraen����
shal� me kepic posged �� ��ons�icuo�a� plsee a� ��e �ite caf �He�:
p��jec�. a�. al�� �im�s durinc� tY�e �augs�� �f . ti�� �oz���r�e�o:.
Copies o� grhe ��ge r���� �i�� �e ��xgni��e� the eos���cg��, �y:
�he Ownex; t���*ev�r■ po��ing an� �r�o�ec�ian �f t�e wage ga�e�
st�a11 be �He ����onsibili�y �fr ��� C��tractoro .
�3�3 014 CON��S�TBR' 5 e�R��►CT 7�DM�NY���dA��OPle �.ny �can�r�c���,
whethe� � p����n, ����on�, pa���es����, ��mpang, ����,
ass��i���ofl, ����og�gi�n ox �t��� �►ha i� approv�d go do
bu��.n��� wi�h and ent�rs in�� �,. �an�ga�t �ith �i�� ��t�r for
�on��gu�tion o� wa�er an�/�a� ��nit�ry �ewer �����itie�, wall
Have or �F���� ������as�i � �ug�� og�r�t�or�al , ��si���� �f�i��
�►��tl�in ��� �°�gt W���hdD�lla�. ��g�����i�.afl a�e�. �i��
Cant�a�g�r: ����,1- ck��rg�, d�l�g��e, �r� �s���n �l�is ofxac� I�g
�� , m�y �����a�.� i�i� ��oject 5g��g�fl��ndent 3 wai�� .����
�u�hog��y to ��an�a�t �11 �ta��n��� ��ti�n� requage�i i� the
pe�fag��n�� of ��� �ontera��� T�is ���al �ta�iso�i�y �t��ll �e
raad� �e�����iia��� t� �ct f�r tY�� Con�g�e��g in �11 r�����g�
��s�t�in��g �� �i�� �a��1� g�d�gn�� by �k��. Cc�r������ wi��t�h�r i� b�
sc�min���g��.ive or ot�erw��� ��� �� �u�h �h�l� b� �;�paw���d,
�l�us dele��.�e�l .�nci �i����ed� t� ge��1� ��� n��tea�ia�, la1�oY ��
o�her ex��fl�i�ure�, ��b �laam� �c���t��t tY�� �A�k o� - any og��r
�
�3�3 i i ) R ���� � •��.„.���..
� 4' ' ` • ._..:� � � G tL►�es. �
� '" ��T3
� ��xzs �oll�
�a��eg associa�ed sue� as maantaa���� adequa�e and appropria�e
�asuxan�e �� securi�y �overage for ��e proje��e �u�� 1oca1
•au��ogity ��g ��m��b��ration �� �he wark u�der �he Contr�c�
��a�� �e �ai�gabfl�d ���i1 a�� busi�ess•�gra�s�ctfo�s �xecu�ed
as pa�t e� th� �ar�tg��� �z� completea.. ,���.._. -
SHoulci ��i� Ca��gacta�' � grba�ipal ba�� �g �pera�fon� i�e ���er
���n �a gHe �'ogt Wo�t�i�Aa�ia� �e�ropeli�an are�, no��ffea�fon
o� �He �engra��.og'g a�ssignment ei 1oca� autho���y shall �e
made �n �rri�i�g �o �t�� ���ir���� is advance af� �,ny wo�k on �he
pxoje�t, a2,� appxc�gari�te�y �i�nec3 anc� sealed, �s app�.��a51e,
by g�� G��tract��r'� g�s��nsiiale ��'�bcexs wath �ine
unde���andir�g �I��� ���s �rx�tte� assignment a� autHori�y to a
lo��l gepse��nta��ve s�a�l �ee�me �agt o� tl�e ��oje�� Con�xac�
as �l�9ugh bo�anr� dir�ct�y inta �i�e ��a�e�g do�umer��so �he
in�en� o.f t�e�e Pegt��remer��� �s �F�at �li ��g�e�s assae�a�ed
w�,t� the Can��a���g'� adrniab���a�boa� w�e�F�e� it be o�aea�ed
in fur�hea�in� �.he w�rrk, ar o�he�, �e c�a�e���c� direc� �y lo�a�
autt�o���ye �hi� saffie �e�u��em�r�� b� imgo�eci on 3n�uranc� and
sure�y caveragee Sfl��ald �I�e �antr����g's lo�al represen�a�ive
�ai� �o perfoxrn �o ��e sa��,��a�ti�� �f �nga.neer, �.he �ngineeP,
�� ��s s�l� c��scr�tiat�, ��� de�aad ���a� �u�h� �.o�a1
�epresen�a��v� be �epl�a��c� a�� �h� �nc�inee�° �ay, t�� Hi� s�le
dbscge�ion, sgap t��.l v��g�e ufl�bl a a��w ���a� �u�ci�a���y
�a�.�s��cto�y �o �H� �ngineer is a�si�n��,a Ro czed�'� o�
workb�g �a�e �i�� �e �oP �eri�ds in whict� w��� �gvppagas are
in e�fe�g g�� g&�s �ea��no
C3-3.o Z� VEPIU�: �i�nt�� �� � ar�y a�gi�a t�e�eiaunder sha�.l be
exc�usiv�ly �n ��g��r�� �ountg, �exa�a '
�
�
��-� (8}
" . •�
PAR'� � � ��Ai�� �ONDi��ON�
���4 ��O�E Ok' k��R�
���T�DN �4�4 �CBP�' OF i�T�€31C.-. ...........__ ...,... _,_ �
���� � i �AI'��P�T �� �ON�R�I�� D���T�S�R��: �� �� ��� d��i�itg
it��er��i�n of ..g�i��� C�o�tg�c� �a�amer��� �� ��o�i�� � '��� �
��mp�.�ti�, ��e�u� �ro���t w����i th� ������c��� ���gg�.ak�e� t�
�on��gu�g �� fu�°���1�, �11 ifl �_��� �vmpii����. wf �� ���
��c���g�m�nt� a�n� ir����n� �� thr� ��agg��t �o�ua�eag�m �� i�
�gfifl���1g ur�ci�r��oa� �t��� g�ie ���gg��t�r �hs�l . do �1� ��r?� ��
���v��es� ��� 3� �ti� ��r��Y��t �o���a��� aY�al� �� �li �xtra or
�p����� e�e�k �� �� �� c���i.d�re� ��r th� �ne� a� �������sy� to
comp��te th� pro���t it� � ���Ca�����agy �nd ����p���l� �r�n��.
��ae ��n�gact�� s����, un���� o���g�*3��� �pe���i�sll� �t�t�d in
�i��se ��n�r��g '��a�um����� �u�°ni�H ��� la���o g��l�, �ger�a�ls,
����iin�gy, �����m��n�� ����i�� ����ric��o �,r�c� �a�eiden���s
r���egg��� �o � ��� �r������ian ��� �an��l.eg��� �f t�i� �g�����o
��-�o� �PE� �AL �R�����N�e S�o�l� ��y ���k �� ��n�,i��on�
whi��i �re r�o �.�ag��.�hl� snd �����f�c���agy ����ul�te� �� ._;
�o���ed �� ������� o� ����i�� �o��b�ior�g �� t%e�� Cc�n��a�� -;..
Docur�eat� �e �s�i�ip����, �g �l��ul� �he�e �e �ny ��c�ftio���
��apv��� c��z1� *��i�h i� r�og ���eg�� b�* ����� ��nt�a�� .
�v�umen�.�, �i��r� ��S���i��. �rovi�ion�� �ov�r�r�� ��1 . �u�i� �a��k �:�.�
�i�I b� pre��g�d %� gi�� dwa�es �r�nic��� �� tt�e ���� of ��',.
-- r�c�bving ���� �� p�a������ ��� �u�l� wc�xk �rn�_ f�z°r�a���� to g�e '�`.
�a��er fa ��i� for� �f l���end�o All �u�% ��p�c�a�l �g�vi��or��`� ';
s&��� be cAn������� �� �� ���r��e� th� C�ngg��� ��cu�eat��.�
, jus� �� t�vu�h �1��� �ere agf�inall� v�itter� �Fi�g�ir�o
C 4� 4 0 3 �NCR��;S�� 0� ������.��� ��������� a ��� �nex° ����gv��
�he �i�ht� �� ����r �he �u�sti�be�: ef tHe �aag� �� b� ��sf��m��
�� to �x��ad or �t�og��s �k�e �����v��en�� r�g afly tfffie �a�i�r� �n�
�� fo�.n� �� b� r�ec����gyr �s�� �fl� ��ntrac��� aha�.l pe�g�gm ���
�a�rk ��� al�e���, i���r�ase� �� ��cre���� �t �i�� ar�i� �ri���.
�u�� iscr�a��d �� c��cr�a��d �����ity ���i� n�� �e �or� th�� �5
������� �� ��� ������������ �u���igx �� ���r� ���� �� ����s�
�T��n. ���Y� ch����� i�a������ or €�e������ �t�� �giginal ����a�i��
�� a��:it�� �r.����� of wor�e ��.b� �an� �� ��t�ri�1� g� ��.
fur����i�d - ��� ��� 2a ��rcen� og � ���, �F��r� �it�a�r pa�g� to ��;�
�oagg�c� ��i��� �.po� ��i�g�a� g�qu��� t� ti�� �ie�e� ��r�� ��
�n�i�g�d �� a rev�sed �o��i�����io� u�o� ���t ����i�� o� t,�e
w�gk a�vv� �r �el��a ��� �a perc�r�� �f ��� o��g����� q�a�x�i��
�t�t�d .i� tl�e ��o����g� �uch ���i��cl ce����eg��ion �� 1��
�e����in��:•by ��a�cial ��g����t �r a� ����ina���s pr������ ��r
"�x��� Wo�ko� �� �Zlow����. w��g be ���� ��r �ny ���nge� a�
�r�gb�ip���� ����i�� no� ����b sa�� �f��nq�� b� cor�����r�� ��
�4�Q (�)
ll
waiv�n� �� inva��da�in� a�y �a�d��ioa� og ���vi�a�ns of ��e
�on��a�� �oe���n��.
�a�iation� bfl ���ati�ie� o� ��ni��ry �ew�g �ip�� �a� ��pth
c��e��gi��, ���1� �� i��e�p��g�� �erein �� ����yin� �� ��e
av�gall �u���itie� og ������ry �ewer ���� i� eae� �i�e �ize,
��� �e� to ��� da�a�u� ���th ca�eq��b��.
C � - 4 . � ������T��N BF GB�T�i�T ���Af�NT� : �� ���flg� A�d�� � t�e
�r�ne� r���gnes ��e �igi�� �o ���c� �u��r ��i�r���� �� �f�� Congg���
nv�um���� ar�� in ti�� ch�r��g�g �r qua��b�a�� ef tY�� aro�� ��
�y be ae�����r�y �g �e�ir�i�l� �� %��ure ����l�ga�n ir� �t�e n��s�
�a�i�f��t��y �a���eg, prov���� �ucF� ����ge� �e n�t ��t�ra��lx
�lg�r ��� ��i��.a�� Co�tr�c� ���umeng� �� ��ar��� t�i� ��r�er�l
nagug� �� gh� p������ �� � �aF����. �ta�� �ha�ge� �l�a�� na�c i�e
�vn��deg�ci a� wa�eir�g �r �gav��i���f�� �,�y ��a�i�ion �r
�rcavi�io� o� �h� �oa��a�t D�c��e���e
� 4 0 4.� EX��A ��*�R� o A�c3 i ti�r�a� v��rle ��.de a�ce����y b� ct���ge�
�,nd al��ra�.ion� � � �i�e ��r��g��� Docta�nea�� �g o� �uan�i���� og
for ��h�r re�s�ns �dr �i�i�� no. pga��� �r� �rovicted ar� gHe
��ntr��� �a�umer���, �hag� be �e�an�*� a� "Exg�a ��g.k� a�nd ��i��il
be peg�ormed .��r t�e �or�gga��o� �a ���������� Fa���a �ta�s�
Cs�n����t ��cu���t� �r �p��ov�� ��d��b�r�� t�i�g�to� �g�vi��d,
l�oweveg, � tria� ����g� �r�y �xtx� w�rk �s �e��� � ��t���g� �g��€`�
�t��I.l �e �xe�t���d �g ��it�en v���� ���a�� b� the Ow��s t� do
g�e w�sk ��r ���n�ag� �r c�e�a�� a� �F�a�� �e de�.���br��d iay �n�
�r �n��e.� �an��in���oa �f tt�� fo���wing meg�a�� o
a� [�r�i� �id �ri�� p��vi�usl� �����v�cio
b o �►t� �s����c� lump ���o
�o . ��� ���tu�i g����raable ���t o� � 1)� ia��g, I2 i res�g�l
�� e�ta� �n���n� u��d on �F�� ����� �ao�k ��s tl�e ���e� ��
���cl a� A����i�ted G���r�i ��ra�g��tor� o� �ir€��ic�
�u���r�� �qui�,r�e�� ��a���l �ag��; I � } �na���i��,s
�n���b�c� ����ar�ea��� �r��� t�� p�a��ega ��d �4 )
�c���� ���t o�. ���u�s���, b�r►�s, a�a� .��c��l
���uxi�y a� ������ia�es� �� .the ��r�eY�o ���� � ���e�
��� �� !� agree� �x��� bu� ��� �� �x��e� 1�� Af �t�e
� ��c���2, cA�t .o� ���1� �x��� r�grY��o . ��ie: ��x�� ��e ��
, n�� t�. i����l�.�� �a�y ���itio��i� pg����. -��. ��e
�o�gg����r �Ca� � ��n��� �� �quip�et�g o�a��� b� : h�m ��cl
�.��� f�� �h� �x��a raor�. ��� ��� ��i��� b� fu�� a�si
����l�iee .c����������� �o. �o��g �1�� �.o�t o�.
-. �up���a�t�n��nc�, ��r�r�ie��F o��e� g�g���g, ger���al
. ar�� ��g t��her e��e��� n�t ����,���d f a (I i,.(�) P
E 3 i, and i 4) s�ov�� ��i� Co�g���g�� �t�a�l �eee�
� ���uza�� ���� g���r�� �s ��� f�rm ��c� �n �fl� n����i�d
�4-4 I�)
�� r
��gge�g�� �y ��e O�r�eg �nd �Ma11 �ive gfle �wr�e�
��ees� gv ��� ���a�.flg�, �a�a�, �a�ck�er�, ar�d
�e���d� �������g �8 th� Ex�ra �7o�km
�
�_ :
t�� p���nge O�d�s� ��a�g be�a�� �f��c�$v� ur�til a� ��� be��,
a��gov�� anc3 �igfl�cl �y ea�h o� g�� �ontr���aag �ar����o
N� c5.�i� ��g �x��� W�gk �f nny �Sa�� �ri�.� be ����wed unl���
����r�� in wgi�in� bg t�� �ra���a �� c�se �ny ord�rs �g
a���g�c�ber��, �a�l��r oY�l og w�i��eso �p;���� t� tY�e ��n�ga���r
ga inva��e ��t�a �orl� ��g �r%���i �►� �I��ulc� �e�eiv�
��1l1p��]S�$�.�fl � k�� �1���,� .�ak� v��it�.�n Y������ t� tYae �sgi.n�eg
for �agi��er� o�d€��� autt�o����sg �ucTn Ex��� �T��k, gria� ��
���i�fli�ac� su�i� *��Yko
��oul� � d�g��s�nce ��i�� �� �o w�i�� de�� �g ���� s�t
con��i�u�� �xgg� W�g�, or a� ta ��� p�y�e�t tt��z°eo�o �a� t�e
�nc��r�eer an����� �.��n i�� pe���g��r���, �h� ������c��r� ��a],1
����eed wa�� ��� �a��l����g�� ma,��n� �*�bgg�r� segue�� ��g �a�it��n
����r� ��r� �-�i��3. ke�p �r� a���g��� ���aun� �� �Y�e ac�ual
xe��An���� �o�t �i��reo� a� p���r���� �n��g ��r�tk��d, ( I��n► C) o
C�a9.�� ��g �xtr� vaork will ��� �� ���� �.a���� tk�� �a�xgra�egox
gHa�.� file F�b� ci��� -w��� gfi� ��+�er raithir� �g�� { a) d����.
b��ax�e th� �.im� far. ��k�n� �i�� �ir�� �st�mata a���� ���H w��i�:�
�� dane �,�� ur�le�� tH� ���in� i� �uppo��ec� ��+ �����f��t��y
v�u��e�� �r�� ����a�b��� ���rro�i� �v��s�a� a�� la�or an�=
���egi�ls� exp�ade� ���s g�� �aid �t$r�a ���3�m -
Th� �o��g���or �1��11 ���r���& �.he �wr�e� ��uel� in�tall��.i�r��;':
r�eea���� �f a�l�. dev��g�o�� ���r� trie o�b��r��l ���tr��t Dacur�en��.�-.
a� t�ay be �e�e�s�g� �� er�able ��� O�fl�r �� prep�r� g�g��
permar��r�� ����g� � ��rrg�te� �e� �� ��,�n� �ho��ng t1�e ���u��. ,
���tal,lat���.
��e �omp�n�a�io� �q��e� u�a� fAr ' ex��a wo?�k' v��i�t�i�g �r r��t
�r�f i_ti��e� �y � '��,a��� og��s' �ri�ll be � au��, � �om���t� �n�
�bfl�l p��►m��g ��� ��� �ost� ��r�������� ir��urs �� � re��l� �g
����ting �� tl�e �fl��ge �� �x�x� w�rk� *�i�e�k�er ���� ���g� �g�
knowa, ur�kno�m, �c�����en �� �a��g����r� at�_ t,h�t� �.���, �n��u�ing
wi�t�ou� i��a���.i�n, �a�� ���t� �or del��. ��t��d�d av�rY�e�d,
r��p�� or bffi���g �o�g, eg �t�y �ti��r eff��g �� �i��a��cl ��
a��t�an��� �agk �� � ������ a� tl�e �har��� og �xtig� �a���o
�4-� a G 5����U�� D�' ��'3�itA'��D�� a �e��g� ��r�►��►cing ar�y wor1�
a�i�r� thi� �or�g����p gH� �����g����r �l���l �ubr�� � �e gF�� �arr���
and ����i�re �h� O�+n��' � �p���va� tk��r��f � a '°�e��c���� �f
�p�g�ti�n�,'° ��?�o���g �� � ��g��c�%t �in� a��tt��d �H� c���.� �f
e�mmer���fl�, �nd f�r�i�h��g ��c�� �� ��e ����� �����ng� �� tT��
�or�t�a��o' ����� ahal� �� ��sA �h�v�n �He e���,��$�� n���x�h1y
���t of wo�k ��x �,r�i��h ���ima��� �xe �o b� ex�►��ter�a ����e
���4 (�)
��all �e ���sent�� ���o a eo��a�i�� �g��� �h��in� the
a���cigat�d pgog���� of c�n��g��ti�� wi�� g�e time 6�ing
�log�e� �orb��fl ��l�y �n� g�� �����n��g� �� �o��le��o� p�o��ed
v�g�ic�ll�. ��e �g��ge�� �h�r�� ���1� �� �gepare� �� ��1/2� x
11� ��e��� an� �t ����t �ive �la�k �g ���� li�e �g���s �hall
�� fu�r�a�t��d �o iei�e �nere
�;4�4 e� P�BC�R�:�i� ��H�I�L7 �S �@� kt�4'�ER a�iiPiD $EWER PLAN'�
�'�iCa�I�'��5: WitY�in t�n (�0? ��y� �gi�g to ��1�m���i�r� vf�
��g�t �or�tY��y pragr��� pay��t�tp the �o����e��� sh�b�
�re�a�e ar�c� ����it �� the De�ner �a� �����val �ix e�pies ��
��e ����du�e gr� w�a�� ��� ��ntra�g�g �g�����s to �assy an
�.he w�rk, ��e date �f w�i�l� Y�� �aal� �t��� t�n� sedeg�� ma��g
���ivi���� {ifl�l���r�g pg��u��ea� �g ����i��s� p],���, �ac3
equ�p��r��) �n� ��i� ��r�t�mp�a�e� ����� f�g ��m��eta�9 �he
s�ar�e o The ��fl��u�� �Y��I1 b� �r� ��� ��zm �f a ti�� �e�ed�,ie
G�i���a� P�tY� F3eg��� {G�M) n�tTaorZe �c�a������. �.� �.�e work
�r�g�e��es,� �He C�atg��t�g �h��.l. �ag�� �n �he diagxam �he
���tx�� prec����� �t �t�� �nd a� �a��i ��rti�b paym�n� p�Pia�
og ��� su�i� i���gv�l� �� direc��� b�► �i�� �ngineer. �Y�e
�on�g��t�g ��xa�,1 ���� ��vi�� ��� ��fle�u3� t� ���l�c�.- ���
ar�j�����nt� �r� ����g��� time appg�v�� �y t�i� ���gineeg.
����e �o�i�� �� gH� ��d���� ��t��dule ���1�, �� ���ivere�i �g
�uch �a�egdal� �� ������e� �� t�e ���eg.
�is a �nbr�arau�, t�e ��r��f.�a��a,on �ci��d�le ��all �r��ax��r�te
��1 wogk ele:ner�g� �a� �����iti�� ind3���ed �.� ghe pg�posa�.
anc3 �r� �h� �ee��b���, ����i�i�ati���m
���a� t� tl�e �in�� �r�ftinq o� g�� d�tafl�c� �vr ��gu�tior�
s��ed�le, �1�� �an�ra��or ��all g�vie�r gh� �g�ft �cHet�s��
�a�.gi� �1�� �r�g�fl��g g� en�u�e ti�e �oa�g��tor' � t������tar�d�.r�q
�� ti�e �oz��.r��� ��s�uire���t� q
'�He ��l�v*aa,n� gu����q���s �h��� b� aclhe��� �e in p��p�Y��g
bi■� Fa�ii����bi�A�ii OIOi■�wtlL3�6P '
�o M�le�go�� ����s �nd �����, �g�j�c� co�pl����r�
���e� ��a�l �� d�v��ope� �� ca���r� to �a��
��n������a�aP ���c�u��e��c� re�g���e�e��� �a�d
�amp�,e�i�r� ���� o
�o � �Y�� c�r��gg���i�n �roc��� �?�al�. �� �iv��e� ir��o
��ti�ig�e� ��tF� �im� dux�tio�� �a a�p���in��te3y
�o�gt��r� (14 l ��y� �nd �oa�gsu��ior� ����ae� ��t �.a
�7gG��� $�0�8��. �'���i�����flP� �������� ���
�u��ig���, �c�Svi���� are ����p�i�n� �o �t�i�
gui�ei�n�.
�
�4�� I4)
!
:
.i
Fax ���t� g�r��g�� cat�go�y, �he cc�n��gu��i�r� �ck�edul� �hall
idengi��r a�.� tx�d�� �r �u��o����.ct� wh��e wo�k bs
gepre�eag�� �� ���ivi�f�� �1��� follvva �?�� ��id�.�,�n�� of
�t�is 5e����r�.
- �°i�e ��n�tructf�� �rf�edul� �ha�,l �� a �ia�imum b� �ivid�d
in�� g�r����� ���eg�r��� a� ����e���d i� t�� ��o��s�g �r��
T��hni��l S���i����ti�n� ar�ci ea�t� g�a����. ��t���gy �h�g� be
p iaroke� �Aw� ir�t� ��t�vitie� ir� er���g� �€g�f� t� ���i���
: ae�ivi��e� �f �ppr�xim�tely fo�rteen E��i d��� �ura��.ono
�
� �'o� �a�1� �� ��� tg���� �g �u���ntr�c��, t�ie 'eo����ue�aa�
schedule ��i���, ia�i��g� ��� �����w�.n� pra�urein�n��,
� con��gu�tion and p���������nce activa�ies �r�� �v�n�� in
� tY�e�� ��gi�al �e�uesce ior �qui�a�ent ��� �a���gia�s e
i.
�
Za
30
�e �ur�t��»��shall be aa �a�.ead�r day� a�d florffial
���is3ay� and w�ati�er c�s��.tion� �v�g �he dur�t��an
�� tl�e cAn�r��t ����1. �e �c��ur�teci ��� wathin ��i�
�us��ti�n �f �a��i ��ti���y�
d. �ne �g��i��l ��tl� ��s�,l �� s?��wn o� ���
�oa��gu�ga�r� ��fle��.�� m
�o �lo�g �ime �.� ������d �� the a�o�r�� af time
���we�fl �k�e ���i����. �t��� c3�t� an� g�� ������
s��gg ��fe o� ��i��ir� o� a��i�g��e� a� tF�� �PA�
�Ar�s��u�ti�a� ��k�edu��o i�i��� L���� �� n�� fe� tri�
�x��u�iv� u�� ex� b��►���g �� �igh�� tl�e Cofltr�c�.Ag
�g th� ���. .
�o �l�i��y .aia�s �I�al� �� -�.��c� ��� �g�mit�.�� ��vie�
ua���� �tk��rw��� �pe��.�a��o
P�eparag3�n ��� �r���in��t�i o� �ub��gg���.
�u�mi���� revie�* ��gi���.
�h�� �a�����g��t� a�� ��l�v���o
�a �re����n eg iaa����,�g��ao
�4 �g�r��mit��� �f n�ar�u���tur�r'� ��e��g��s �r��
��in��n�r�c� f.r�stru�tfos�.
�o
'7 0
8.
�rr����l�� ���,b���r�� r�fl� ��.���a�� t��tin�o
�wra��'� ��eg�t�� in�t�uction �ix ���l��a��e)o
�`���1 ins�,����g�.
�4�� t�?
�
� ,�
9e O�e�a�i���� t�stin�o
�1�. �ba�� in�p���b�ao
.... ` �� � �ri �he ��iniAn of tY�� Oya�i��;�� i�ra�gk�..���a���.���e� �all�
behb�d �Y�a� ��hedu�ed�, �t�e ���g���tar �i�all take su�in
ac�ion �� r��ce�sag� �o i�r�g�v� hi� p�o�ge��o ir� a�dit�an,
�k�e �aneg tt�a� ���ui�� �he ���tg��t�z �� �u�a►ig � g�vi��d
��ri��ule ��man�t����in� i��� �s��gra� �fl� pr�po��� g��n t�
�ake up ��g ir�� �chec��.�Le� pgo����� �r�c� gv ir��ur� �e�pl��ian
o� �l�e w�gk with�r� �F�e e���g�ct �a�n�o g� tt�� awr�gg find�
gfl� pra���ed �lar� aog a���pts�l�,� h� ffi�� requ�g� �He
�oa'��a�gAg to i raeg���e gh� va��k �o�e�, thg �o��tgu��ion
p��at a�� �qui��e��, g�� �um��x o� �ag� �i�i��� �� �Y��
ave��im� a��ration� ���F�out �d�i�i�r��l �es� t� tfle �var���o
������e ag the ��r�taa���r �t� e�mply w��H gfl��� r�quar�rn���s
��iall �� �or�����g�� �g�unds fo� d����min�tba� �� g�� Or�a�g
tHag ti�e �or�gg��t�� i� ia�liag t� �aro�e���e �1�� �r�gk raitY�
sucY� di�.iger��� �� �i�.l,� ia�ta�� it� coa:plg����► ¢aitriin tY��
�bme ��ecifie�o '
.
��-4 I6)
�F�R� G � �L1�E�L �ONDI�'iONS
���� �ON���� �E� �otORK AI��
� J�'��R���
5��T�Oiti �5—� �Oi�°�D� �F �QR� � IF�`�i��t��S
C�dS�l .����O�t��Y �� �N��N��Ra The wagk �����, be �e�farm�d �e
��� g��b�f€�cta�n of ti�� �a��ir��eg �nd in st�ic� ��n�pl�ar��� �ai��i
tt�� C��t���� �o��rm��t� m �� ��i���g c3�cid� ��,1 qu�s��o�� arY�i.�h
ara;s� �� g� ��e ����ig�+ and a�cep�a�ili�� e� ����g��i�
' ���ai�i���o �eg� ��gf����d�.. r�te o� �go����� �� ��re w��k,
�v��a�� �e���a�� o� g�� ����tr�c��o�P ������g����f,ea �� gH�
� ���g�a�t ������a�� � ���������� �ul��ll���� o�' �l�e ����r�a�t�,
���r��n����€�� o ������ g�s�k�g� ��tw��r� �a�gra���r �nd �w��� �x��e�
�F���� Co��g��t.� ����r��s��� �ugervi�io� �� ��e �o�k� g��u��g��r�
� �� ��er����n�, sn� ��� o�l��r que�te�o�� �� a�i�puge� rr�fli�H ���*
�r is� o �n�rix�eer �ri�� n�t �� �e��o���f�i� �a� Cea�g�����' �
m��r��, m��ho��,�t�cl�nique�� �e������� �� �g����u��� ��
. cons�xuc�.i��, �r �1ne �si�e�� gr�ca�g��r� ��►� �g������ ���b��a�
' g�gg�to, ��� �� w�l�.��� �e ����a���b�� ��� ���tg����g'�
: �aal�,g� �� perfor� �F�e �aor� a� ��eox��r�c� �a��H ��e ���nt�����:�
�����e�t� o . . . - . . : - . : . � . . �.' :. . � .
�� sh�ii� ����g�i�i� gF�e ��ou�s� ��a� ���gi�y �� t�� ������_�;:
� ��m�Te��� a�� ����gb�i� �g�r���t��d, ar�� i�i� d��i�ion� �r�d��:.
. ��ti����� �i���.g �� f i���. �i� ��ti�►���� is� , such �ee�t �hsl�`::<
b� ��v�dit�o� t� th� ri�Hg �� the Cor�������� �� g������ �e��y:::
° -��� .1� im un�er �1�� Cer�tr��t � �i�e i7w�e� •�&�l� �av� exe����v�-.
���h�r�i�y �o �r�g�r�e and ffial�e e����g��e �u�h �������gy.
; decb�aar�� �r�� o��l��� a� �h� ����g����g ��i�� �� ��g�� �ut.`
. prot�pgl�o
� �Ca� tl�.� e�et��� �S. ar�� cia�pu�� b��weer� �i�� Ea�ar��e� ���
G�YI�L'�C��� �V�g gii� ��C���O� O�. $�� ��3��,L���� �t3 �t�� ���tl
� �matte�� � th� �r��i�a��� ����, v����a�a � �������bg� ti�e, .up�n
�rgi���n re�ae�� �� �h� �e�ntractora r�r��er �r�� €�ei�ve� g� T�o��
�i�� Ovar��� ��� C��g�a�g��tP � v��t���� �����f,o�t �� �,F�� �t��� f�
� c�n��ov�g��� �
C��5 0 2���iF��M�T� �iT��H ���N� s �Y�� �ir�i�i��d pro jec� �� ��,�.
�as�� ��al�. �v�a��r�. �+i�k� liae� � �r�de�, - ��o���������t�� �
�br����i� .�a� ��m����o�� �irowr� o� ��� �laa� e� €�r�y vt,k�ez
s��u�r�����t� o�E��gv�i�� de����be� ir� � ��� �������� ���u�a�t�� �
�►n� �e��a��ofl .���r� ti�e a�pr���d ��nt��ct ��cum�n�� re��x�g�cT by
��� �� ir��er c7urinQ r�raatructi�r� will �in agg .���e� b�
c�e�������c� . by► tia� ����x���� �t�d a�g��gi��� �� �%� �e�r���r by
�ri�r��e 0��.�g o � .
���� {.1)
�
C5��e3 COO���N����� 8� e�N�RAe� ��CUM�N��: ��e C�n�xa�t
6a����n�� �g� m��� �p o� ��vera� ����ion�, �n�c�, �aken
.ge��t�eg, ��� in�end�d �� d��c�a�e aad�provide �oY � c�mp����
and u���u� �go�e�t� and ��y �e�ua�e�efl �� a�geaYi�g in �fl � �f
gi�� sec�ias�. i�_.. �� ��r�.d.iag. a�__.����agh..; � c�ccur��ci in a��
�e����n�o �n ca�� �f c�i������n����a ����,re� �a��r���or� sh�.��
��vern �eeg ���1�� �.i�e�sion�, pl��� �Y�a�ll q�e�r�r� �v�r
spe�if��a�����, ����i�l c��da�fon� �Y�all govesr� over ger����l
��r�ditbon� �r�� �g�����d �peci�ic��aon�, an� €��.asg��bes s�iow�
ot� �fl� ���a� ����� e��v�g� a��� ��o�e_ �I�o�n �r� ��e pro�os�l v
Th� �oag�����g �%al� ��"� t��e a�v�n��q� o� a�y a�parer�t e�°xer
ar or�����or� ar� ��� C��gg�c� D�cusnefl�� ���d �I�� �wn�r sl��all be
�erffii�ge� �a m�k� �uc� co���c�boa� eg int�gpg����i�r�� �s �ay
b� �����d n���s��g� f�g �fl� ��i��,9�lr�e�� a� �H� int��g �� �he
��ntra�� �o��r�►���s o in t�l�g �v�nt �1�� ��n������� ����o�r�rs an
ap���ea� ��g�g �x ������p�ncy, he �h�1,I im�ae�����1� ��,li this
�o�t��gi�r� t� tk�e ��ter��i�s e� �f�e �nq3����� �n �i�� �v�fl� �� a
�ar�����t ia �h� dr��win�so �p��b�bc��lo��, or �tH�g ��g�ia�� o�
�Fie Cer�����t �o�um�nt� ca�i��i� �+��e �og �ep�r�.�d �ri�z� ga �He
aw�g� �� ��stxact, �1�� ����g����� ����1 �e de�mecl �� F���e
quated gF�� ra�e�� �x��a��ve g��dl��bc�n o� �t�� ��a��ic�..
�5-5 e 4 �ODP�E�A'��BP� OF. ��F�TR�►CTBRo T�e �ontra�t�g wig� be
�i�rn�a�hed wi�t� ��g�� �eg� �� ghe Caa�g�e� Ha��zis���� ancl ��►�11
�ia�r� a��ilabl� �r� g�� ���� o� t�he �������. ag �11 ti��s on� ���
�� �u�h �os�r��� D���niengs� �
Th� Con�sacg �F���� gav€� �o �He �aor�1� ��i� �on���nt atten�ic�r�
r���e���gy t� �a�igig�g� �fl� �g�r����� �F��g��� �r�� �Hall
��opexa�e wi��i ��i� ��rg���e�, �i�� ir������vg� ��►d og�e�
��ntrac�ars �.� �v��� �a��a�le ��yo�
Th� Ca��r�cgor ��all s��t al� �.an�es have compet�nt p����nn��
av�b����.e gv ��� ������� �� �e �or pg�p�� perforn��n�� �� t��
w��eko �I�� ����.������ ���1�, .�rovid� �s� �a�air�tai� �g� ��� gi���
�� �H� ���� o� ��i� ��o�ect a ��mp���n�� En��,�����peaki��
���er�r�ge�c���g ��►� .��i �����t��t wh� a�e ��Ily �u�H�gi��� ��
a�� �� ��� ���atr����� o � a�e�� or� - i��e �a��ko ����
���eg����r����� ��d h�� ���a��a�� �1��11 �� �����ie �� readi�q -�
�r�� urader���r�c3�,�g ti�� Cvntr�,c� D��un��ra�� �a�c3 �t��l� �+�ceive ���
�u��i�,l . ir�a��ruci��on� f��� g�� �wn�r, t�� �a����ae��, or ��is
�agH�giz�� �e�rg�ent�ti���. - ��g�u��� �t� �h�� � �e�pon�f �af lb��
o� ��� ��n�rac�or � � �h� ���eg��s���g �1���� �����a�,�� ir� w�����e�
�� tY�e p�o je�� ��a���i�a��r�d���� �o act a� � ti�� �o����c�o�' �
�g�r�� a� �F�e �ao��o �uch a��i�t�n� proj�c°� ��.�eg����ae7en�
�h�al� be � ���i��r�� �� �arr��� �oun�y� �ex�� ��� �l��bl ��
����e�$ ��� ����, �� i� ��� ��e���g Su��gia�e�����m �� a��► time� .
�� �H� d�y or a�iqt�� or� �ny ��� � �f �i�� w��� �t� �r�i��H t�e .
�ngir�e�g d��egmir��� tt��� �b����g���e� ��quir�� �F�� pr�s���e �r�
�1�� �g�j��� �.�te A� � ��pr���nta�ae� �� g�ie ��r��g��tor to
���� I�)
,�
�de�uateZy ���v�d� f�r t�e s���g� oY c��veni���e �� the
��av�lir3� �ub��� �r ��e ow�eg� �� �������y �����s ����� g�e
pr��e�� �x�e�d� og tri� ����ty �f �sop��ty c��tig�o�� �� ��e
�s���c� �a��i��o
Tfle ��n�g��t�� ���i-� �g�vb���. �1.1 � ���igitie�' �� e�sab�� the
�raga�ee� �r�� fla.� 3ngpe�g�� �a �x��in� �nci �n�pec� �i�e
e.�agl�n�hi� �n�i r������al� �nte��a� in�� the w�rka
���� . � �t-i�����1C� AN�/O� ������I�A�i�I� �T���� W�i�R. i� ��ie
o�br�ioa of �F�� �rane� �r �a��se��, � �e�i���i�� �� ���g��ncy
exi.�t� ��l�g�� to sfly pa�g �i ��i� wor�s, ��� C�n�Y��t��a vr �%e
Cont���to� �i��ou�� 1�is �e�i���ged ge�����n�a�av�, s�all
���p�nd �i�h �����g�i� t� � ��g?�a� s�c�u��� €��� by �he Dwn�� �r
�r�gir�ee� ieo �1�.��riat� �i�� �������scy ea��igiAn. 5��� �
ge�por�g� �i��i�l e��ur � c��� �� a����t, ������� ti�� pro�e�� is
�chg�ul�ci on � c���fl��g�d�y e� �� � ��g�i�g--c�a� ���i� o
���ulr� ti�e ��r�t���g�� f��l �� g����nc3 �o � ��qu��t �g�m �l�e
�n�i�ee� �e re��i.fy a��+ �i���e���cie�,.amis�io��, �g
cog�ecg��n� ������a�y $� ��r��o�� �ri�h i�F�� g�quir�m��g� �f the
pr�ojee� gpeei�i��tiaa� o� ���n�, ��� �r���ae�g �h��� g�v� ti��
�o��.ra��or �agit�en no�b�� �f��t �u��H �or��C a� �t��nges are �� be
p�r�o�me�o TY�g �ri��e� �s�gf�� �i��l� dire�g �g�eni��or� �� tk��
disc�epar�� :���icli��or� �r�� .r��u��t. t%� ����r���er� �a ta&e
reme�i�Z a�tio� �� ev����t �tl�� ean�i����, �n �he �;���'� �he :,:
�osggacga� doe� �a� ���e� p���tfe� ����� �o ���£i�l �Fi�� �:;.
w��tter� g�que��.: �g �l�e� nog �H��: ���t ��u�e �eg �o� �akiag.�,�
�k�e ga�rc���� a��a�r� � wi�i�ba �� hou€� a th� C� �g ��y ���� su�& =:
�emeda�� ae���n witi� ���g f��ce� �� .be cor��g���� ��� �ity �,4
��i�ll thes ��duc� �� �m�unt eq��� to �fle ea�i�e �€���� f�r �u��
��r��di�l ��fiior�� .��,�.� ���, � �r�� �ny f���� �u� ��e C�fl�r�c�o�
vr� 'tk�e g�� jec�o
C5�5 e� FI��� ���ieL� �1�� �on�r��t�� ���sl�. gro���e, at no
�x�.ga cvmp�n�ag��no ��� �deq�as�� �i��.ci ��g��� fo� ��� a� ��i�
�ngir���g, a�� ���eifi��ll� ������ faro �1�� �3e11 �ff��� ��i�l�
�� no� ���s ���r� 1,� by 1� ���� ir� flo�r a�eaP �u�����$�a��y
�an�gruc�e� o ���1 � ������, ai� �v�ditao���, ���h�.�r1, �n�
W�c'�$�1�����@�� a�� $$�'� t��Gi1��I1$� idl�� AO$ �� ������� b1i $�1�
�����i��� a .
C��S o 9 �BI���R�����Fd � L�1��:+�a ��`h� ����o ti�t'ota�� g�� �r����a��g,
will �ugr�bal� �� ��r�tra��og with �,i� line�, ��ad��, �nd
mea��x���n��s ������ar� �� ��� pre��g �ro�e���i�n �rx� ��n�ra�.
�� �h� wo�k ��n����t��d ��� ua�c�e� ���s� �e������ ]?�c�.�����, ar��
l���s, ������ an� �e���.���n�� wbl�l be e�g���i�ri�� �y �ear�� �f
s�ak�� �r a�H�� ��u�t��ary ���k��c� o� ��rking a� m��+ be .f��n�
�Os�i���flt wi�h ���C1 ��'��t�,��o .
��-�5 � 3 )
i_ .
�h�s� s�ak�� �r ma�ki��� ���li �e ��g ����i�fent�� �� advan�e
�� �o�s��u��io� ��e���foa� go av��d d�iay�a �u�� sg�ke� �g
.��gki�gs a� ��y be ���abli�h�� �or th� ean����gog'� u�e ox
gui�a��� ���1� be ��e�egv�� �y t�e Con�r�cggg ���il �e zs
.-, a��Ho�i��c� by ���. �r��ba��� _.�.. r.em�ve,� �t�eaio id��n�v�r, ��s tl�e
Apini.c�n of tl�� Er�ginee�,. �r�y s��ke� ar ���k�.��� �a�� k���n
carele��ly or v�i����.�,1� �e��s�ye�� �i��u��ed, ox r���v�� k�y
�fle Co��.ga�go� �s ar�y a� Y��� ���l�y�e�, �k�e �u11 �o�g a�
ge�iacir�g �uci� stal��� �g ��gk� p�u� ��� w�ll be cH�g�ed
a�afns� ghe ���g��e�orp ar�d �h� � full ������ w�l�. �e d�d���ed
from pay�er�� �i�� ��e eor�tr��t�ro
���5 0 � �tJ��O���� l��T� D�T���� OF �%�'� �NS��C�a�So �igy
��s�e�to�� wall �ae auttto�i�� �� ins����. .�,��, wogk ��ne �t�ci. ��
�e �done �n� �11 �at�ri��� �u�n��%�c�B S��H ���pe�tiar� m�y
�x�efld �� ��g �r� �fl� ���t of �h� w���, �s�� gi�e ���p�r��f,on �r
m�n�a�a��ur�.�c� �� gH� �a�eri.a�� to 6� us�� �g ���bp�i��g �o be
a���a��ecle A�i��► �a�����or a��y b� ���i�ior�ed �r� tHe wvsh ��
r����g�. t� tF�� ����:�eer a� to �ehe �rog���� �f �h� w��le ��� g��
t�ann�g in w�i��Y� it i� bear�g p�rformeri, �o r���rt �r�y �v��ea�e .,
��a�. tfle m�g�����.� ��aa� �urn��%ed or tk�� aro�1� b�isg pe���gr��d _
by t�e ��n�g��t�� ��a.l� �o ��l�all �he x�qu�.��in�g�t� o� . �He
C�ag�a�g A��u��n�s,. a�� �� �all �k�� ����n�a�r� �� tt�e
�ant�actar �.o an� �u�h ���i�g� �g �gF��g i���anc�era�ea�so �u�h
insp���i�r� �r �,��le �� ��t�����iva wi�.� ��� g�bi�v� �t�e
Gan��ac�or� �gom ��y ��lg����o� g� �e��os� ��� work in
a�c�xdance wi�i� �h� �����g���r�g� ��� ��� �C�a����� �r��u�en�s. =
�n �ase o� ar�g �i�gug� ����a�g� be�raeen ���. ��r�����.��� ���. �l�e
����r ��spe�go� �� go ���. �a�e�ia1� or equipm�n� fusnisheci ag -
�.i�e mann�r �f ����e�r�a�n� t�h� wo�k� ti�e �i�y �r��ge�tvr wi��
Have su������� �e �e�ect material� �r �qui�n��nt to ��,��esd
wa�k u��3i ��� ��.�����n �t i��u� �an b� r�i��r�� �.� ��� ��
cie�id�d by �he �n�ar��eg. �i�� Gi�y ir�sp����� wi11, r��t,
h�weveg, I�e ���hor�b���. �o� r��o�e�, �a�.ter, �nl�rg�, �r r�g���� �
�any �e��b.r��e�� �� �1��s� �or�t��c� ��e����g�o ��adg �o ����ov� �g
����pt ��� �agti�fl �g �����or� o� .g�� w�g�C� s�� �� a��ue ��y
i�r��g�u���ar�� ��n�����r �o g�� ���abg�e��g� �� ��� C���g���
H��u�����. �� will � �a �o ���e� a�� �s� ���������r��ea�� .�� ,
��g���.r� �r� p�rfAa�� �,n� �g�e� ���i�� ��r th� ��a�g���aga or ._.,
int�gf�r� E, i�h ti�� m�n�����r�� �� �����ti�� �� �h� aro�lc� ��
�il,Z not accept fr�� tt�� ��������a� .��� ���g�z����i�r� br� any
��rm f�� ��rfor�i�� any du�.��� m : Tt�� �an��c���a�. ���li - .����rd
��,d � ���� ��� ,�i���ti�ns �r�� br�sggu����a� �� �h� C�g� I��g��t�r �
a� �ngin��g w�€n �1�� ���� �g� �6fl�����R� ���� th� ob�b���i�n�
��� ��e �a�,�g�e� .D��u����� i �g�v�d�dp ta��r�v�ga ���iZcl g��
��s�g��g�g �������t ta. a�y �g���� �g in��guegi�a� � �� .�h� C�g�
in��e����� �f�e Co����c�ar �ay �r���gt� �b�e ���� ��k� �►git��fl _
a��eal �o �i�e ��g�r�ee� ��r I��� ������,�� �� tH�. ���tter ir�
GC?A$I'QV��$�e - -
���� (4l
�
�a�� 0 9 �Pt�P�CT��N o Ti�e �o�gg����g �ha�l xu�r�i.�i� ��� �r�gir�ee�
wi��i �€�v�ry x�a�oz���l� �a�albty ��g a�ce�g�bnbng aaH�gHeg or n�g
��� wA�k �,� gg��a�m�� �� i� a�cogdar�ee wi��i the r�c�u�,��r�e���
� of ��i� �on�r���. �o��ea��o �f ��� ���ia��� �� g�qu����, trie
� �ongg�c�or �i����, �� ��� �in�� ����re �����tar��� �� th� w�gkr
... ��mov���g- u��ad�r ���� �c�g�ion•�� �Y�c ��n���l��d w�gk �s may be
�.ir�:��ecl. A��e� �x�mir��t����, the �on�g��tor �t��li ge�t�re
� s�bd �go������ �f the �rerk t� �h� �g��►���d ��quirec� b� �F�e
Cor��g�c� D����►�n�� o
Should t�i� �o�k �����ed �g exar��,��� ���v� ��e����b��� t��
uncvveg�n� o� ����ving� ��� g���ac�,�r� �� th� c��re�an� �g �ak�nc�
g�oci o� �t�� ����� ����vec� �Ha�� �e �aa� f�� �� ex��8 wo�k, ��xg
sh�uld be *�o�k �o �xpo��� �r ��an��Ln�c� prrave �o be
un����p�����, ��� u��ov��ir�g �� r��arrb�g aa� t�ie rep�a��r�g ��
��g : a��a�e�t de�ec�av� �r ����q�ci pa���. �Y���� be . a� ti�e
��ntr���or ° � �xper���o t�A �►�t1� �i��ll �e ��r�� ��. �tcr��i� u�ed
v�r�th��.� suital�l� �u���i�i�n og , in�����aor�� � � , .
� 5 -� � � 3. D �tEM8�1�iL 0�' ������i� �D ��,i1T8B�� Z�� ���K a �11 ra�gk �
����ria�.�, �g �quipmen�� �r���Y� t�a� �een g�jec�.e� �fl�g� ��
g�m���€� or remoe�� ��� gg��m�€;� in �n ���epgffib�� �nn�r by� ..
tk�e ��fltra�ct�x �� fl�� ��a ��er���m t�ark ��ae ���►�n� �t�� l�ne�
��xd g����s giee� a� a� �h��r� ��► �fl� p��n�, excep� �.� t�e��in
��e��.�ical�y ��ov����� �� a�ny ����� Warle �o�e �►f�fl�u� ��itt�r�
��.ti�o��ty, �i.�,i b� �a�����recl affi un�u*�h+�ra��� ��� rl�a� �� ti�e:..
ex��r�sg of t�� G��������� �nd w�l� � r��t �e �a�� �o� b� ���; .
O�rnr��. ��rk �� ��a� ��y.�be o���red ����v�� a� ���; .
�ongg�c���r'� �x��a��. �pon ��,� f�ilure .or� ��� ���°� o� ���_
Car��g�ct�� g� �����,y �ai�h �,�� �g��r � c�� ��� �r��ifl�ex ma�� u��e��._.
tt�e psavasi�r�� �f �1��� pa������1� � �1�� ��� �a�er �aili ��v� �t��
au�.i��Y�g� tco ��u�� �e���giv� raork �� ,�� r�m�die�3 or� ��►eveci
a�� ggpl,ace�. �n� u�r��g��gi��c1 wo�ek � �� 6� ��m�vec�, ��� �t�� ����
�her��f may be �ed����� fg�n� �n�r ��a�� due o�r �a ����m� due g�
�fle �an�g�����. �`�i�ure �� g��uir�e i�He ��ffi�val o� �a�
���e�tb�e �g un�utY�oriz�� w���s �H��i nv� ��r���i��t� a�����.�sc�
�� ��3��1 W�i�C� e .
�..7�� e 1� a�M�r7S��N�� Sll9�s'a�dlA�t7 �� ���dd'�i%SbVb� .�� b�•�
�p��a���at��r�s, �law� ������r���, �ode� o� ���agatior��� �peg�it
C�nt����.�r t� �urr���� o� ��� ���bsg��u$� ti��t i� eq��i �� �r��
�a���i�� or ��b��ea� ����if iccl, a�r� i� ��ntr�ctor w$���� t�
furflg�i� or ��� a �����s�d ��1���i����. �� �hail� �r�i�� to ���
�geco����u��i�� cor��e���e�, m�lee wri�$�� ����ica���o� ���
�N�2�tv��� ��� �p���wa� �f ���� �����itu�e .cegg���+ia� �n w�igin�
��,a� �&e �g��A��cl ��T��t�b���� r�i�� pes��g� ���qu8�e��+ t��
�uncti�r�� ca�l�d ��� b� ��� ��ner��l ���fga�a . �� sia�bl�g _�.an� �f
equal� s�ai�����a�� �'�� tt��t �pee��f.�� �a�d be ��.���� �� �1�� ����
�.�� �r�d �a����� �� p�rfo����� gh� ���e �������n �8�� �k���
�peea�b��; �nd i��n�i�yi�� ali ���i������ e� ��� �ro���e�
c��� i�)
�u�s�i����� f�o� �H�� �pe�ig��� an� �adica�f�� avabla�le
mab�t�aan�� ���v���p �� ����ti�ute ���11 �� ���e�ea ox
��n���gl�� wit�ou� �H� ��i�te� �����va� �� ���b��eg �ha �i�� be
��� ���ge o� �h� �quali�y �nd ��y ����ir� �o��g��go� g�
f��nis� �ucF� �gii�r da�� ���u��� ��� ��ep���d, ��,��ti�ut� �s t�e
�an�i��rs pe��inento N� ��b��f���� �fl aIl �e ordered ��
i����lled wb�i�out �uch p�r�������� gu�r�a��e a�d b��d� as
Ow��r ma�r �equir� wt�ich �riall �� furn�.�He� �� �o��r����z' s
ex��r���o ��r�gga�ct�r sl�all �t����ani�g aa� ��1a� ��gr��,��� Bwt�er
�r�� �agin�er ��d any��� di��c�l� ar �a�i��c�i�► ������►e� �y
�itH�g o� gttem ��a� �r�� �c�ainsi� ��� �l�i�� � d�nr�c���, 1�����
ar�d �xp�n��� (in�lud.iflg ���agfley� �ee�) �ri�i�� �u� o� ��� ��e
�f �����i�u��d r�at�r.fals o� e�ui�m�r��a
�5�-�.g2 �A�f�i��� AND ����� O�t F�,�R�14��e �T��g�, b� �i�� �pini�n
o�fl� �r��ar���r, ar �� call�� �ag in �h� ��ntrae� De�um�flt� ,
�e��s of ma��gi��� �r ��uip���g���e �e�����gya �uch �e��s wi��
�� �de �� g�� exp�ns� o� �nd ���d �or da�ec� �� gt�e t���ing
�gen�� �y trie e�a�e� ur�I.��� ��l�erwi�e ����i�'i�ally ��������o
�He ��i�ure �� �F�� Ow��g �t� �ak� �t�y ����� �� ��te�ir�l� -�hali
k�e �.n n�� way g��i�v� �1�� �o�tr�ct�� �� �a�� ���p�n�ib�l��y o�
furn��h�s� m�teg���l� a,a� e��.����r�� ful��.y ��t�i���bt�q ��� �h�
g�c�ui���ea�s of t�e Coz��ra�� �vc����nt�e ����.� an� �����ia� �f
m�.�e€�al��, u�i��� o�H�gaa�� �����i�ied, �a�,�i �� �s�cl� ir�
�cc��d�n�e �b�H �H� Iat��g nt�th��� gg�����.��� ��► the �n��ie��
��ci���► ��r �e�g��� �i�g���a�1� �g ���ci�b� g���i��n��nt� oi �l��
Owr��ro �'�e. C�n�ra���r �fl��,l ��ovid� �t��� ��ei�i�ie� �� �hr�
�n�ineer �y r�quir� �o� e�l�,e��ing aa� �e�t�ag�inc� �ampl�s ���
����� �o�o wi�.fn�u� ��e���b� �*riggen ���rffi���ioa ef th�
E��in�er, ��� the ���.eri�l� g��g�����.�� b� th� �am�1�� un�il
�e��� t�ave be�� �a�de aa� g�� mate����� �pp���r�c� �a� u��o ��g
e�t�trac��x �aa�� �urfla�i� �cie����� �amp��� wi�flaut ��i�gg� to �fl�
�aa�z � - � -
gn c�,�� �� car����g�o tt�e �gc�reg����, �e����a ffiirni���n, sfl� ��e
�aixi�g and �x�����gting equip��r�g �i�all .�� aPProve� ��► �t��
EC3t��.�'7��� �1���P� �a1� ��Il���g� �� L91��g�� ��� $1�� ��ISt�C���
si�all� ta� g���on��.bl� as�� g�����ia�� �n� ��r�cr��� �&��� d��� no�
���� �rie . g��uir���r��� o� ��� ��ntra�g Docu�����. � �T���s �ix���
b� ���� �t lea�� � ���� ��ior �v� tkae ��l��f �c� o� �or��g���,
usir�g ���p�e� -�g��� th� a�me agg�g�qag�, ���e��, ��� �����Y
art���l� a�� to b� ���� la��s in ��� ��nc�e�� m.� �i�ouls� .�i�� ��urce�
�� �uP�Z� .� c����e, .r��w t���� �fl��� �e �d� ��gc�r g� �h� .u�e ��
�i��. r���r ��g�giag�o �
�5-�5 � i3 ���A��►�� OF i�A��it��.�S o l�ll ��t���,al� �►���Y�
u��� �a�tt�� c��s�g�,�ta��, op���tior� �i�a11 �}�� ��ore
�a�ra�� th� p�����v�t.iar� o� gF�� qual��� a�� �itne�s ��
�t��z� dir�e���. �y �1ne ��c�f���r, t�ey �k��g� b� p3a��d
��a�f �ra�� eg �ti��r �a��, �g�an du��bl� �urfa��� �t��
ar� �� b�
� �� �� ��
�H� w��ke
a� ��r��clea
r��� o� �i��
��d� f6?
��oufl �, nnd ��a�� b� �laced �a��g cover w��n dire��ede �tvred
��t������ ��all �� ������ ��d �a��t�d �o a� go �se����ate
�xompt �ns�e�t��n.
e���.�4 EX��TIN� ���������� AND �TI�I�g��o �He lo������ afl�
��m�n�b��� � �ws •oa ��� �l�r�����el�� �to ex��gir�� u��l��ae�
��� h���� ��, th� b��t� ���o��atior� av�����leo ��ssao�e �g��, or
ti�e ����.u�i�n o� u���i�y 1�����or�� �r� th� ���t�� �� �,�� �� be
c�rr��.����d �s gfl� son��i��ea�� �f, or a���irni�e ����tiio� ��,
�xi��aag unde���vu�� uti�fi��e�� �F�� b�����.�� o� ���y g��
��in�, water �ai��, �er��ui��� ��weg �f��� �r�� �e�v��e lin��
�'�x �11 u�a�iti��, �gea, i� g�kr�awr� �.o tt�� Ow��x, ���. gY�e
' D�►neg as���e� no �e�par������.ity gog .��b�ug� t� sinow mr�� �g �11
��efl �tru�g�g�� and ����a�f�� �r� ��� �l�ns �� t� �k�ow �h�n� in
� theig �x��� go��ti�no �� i� �xu������ �����d ti�a�. �u�� ���i�re
{ wiil r��� b� ����id�re� �u�f.ic3er�g ����� f�r c�.�a�n� �ar
adc3b�ion�1 �����n��tic��► �a� ����a Ti���1� ag ��g i�c�e�s�r�g �I��
�. P�Y �l�ar��ities �� t�r�y ��r�n�� wti�����v��, �n���� a� abst�uction
�n�aunte�e� i� such �� �.� a�����i�.��� ��i�r���� in t�i� l�.r��� and
g�ade�' �� ��n�ic����i�l� ��g�ituc�e �� g���i�e� ,tYre ���1��.�g a�
,�pe�ial r��gk�, �r�v���,or� f0�c �ahie� b� nat �acle i� ��� C�n�xact
Doc�mefl��, in wh��H ��se �t�� pra���i�n in the�e �or����et
�ocu�ne�ts ��r Ex��a i�1o�k �flai� �p��,yo ' `��.
�t ����� .b� �Y�e �on�����g� ����onsil��l�gy $e ��€ify 1,o���aaa�
. a� �dj�,ces� �a�/�g ��a��i�tinq ���,�.igg�� �uf�i�ier��ly br�;�,.
a���nce a� ��n��ructaoa b� �g��r that i�e may a����ia�� su�%'"'�
' local ����st�en�� �� r�ece�s���r ir� �h� cor���ru�ic�on pge���� t�.:::.
�_ proaid� �d������ e�.��g�r���� � �I�e ��a������g �hall ��k� ��� :�
ne��ssary ����auti�r�� in o�c��� �� �g�t��t �11 �xa���flg :' ..
, u�b�itie�, �gg����.g�� �n� �e����e �in��� Ver�fb��g��r� o�
, exis�ing ��bli�i��o �t�uctuze� ��� ��g�i�� 1,ine� �k��ll aa��ucle�
' ' nog��i�s►�ios o� ��.i u�i�it� cc�r���n��� a� ����� �o���. �f�ht
(4�? t��u�� �� ���ar��� �� �ar�����e�ber� in��u�ir�q �xp���a�esy
�e���v�tion �� �������ryo �lI �e:gi�i��t%on o� �ac��tin�
��i�itae� �ad th�ig �c�j����e�� �H��� b� cor�����g�cl as
s�b�b�i�gy warlco
e��� . �� �����u���c�� o� ���ra���
�o Norffisi ��� e�u���flp I�.. tt�e s�ort�a9� �g�����ui�r� ��
�ro�k �a���� ��� �n��rrupti�n a� ��gv��� i� ngces���ya
ti�e . �e��g���.�� o at le��� �4 . �o�g� ' ia .�����ce, � ��i�l�.
�e g���i���d t�t
�. t�ot��� �h� T����g ����r�m�e��' � �b���ibu��.�fl
��v����� a� t� g���ti�n� �a��� a�� ��h�d�a�� v�
���v��� ifl�e�ru�itiono � . �
c��� (i)
2e �o�i�y e��h cu��om�� ����o�all�
ge��on�abl� �e��o�fl el �� �o �a�e �n�
a� g�e ��terrup��a� o� �fl��g ���vice,
��goug�
��hedu�e
og
3e �a ��e- event� •t�a� ��g��r���.l ������a,�����a v� �
cus�a��g ��r���g �� aa���, a �g��ag�� ��q �orm
�Hall �� at��ci��� �o t�� �usi�am��'� entrar�e�
��or ksv�ao ��� �a� �i���� b� dur�b�� �.n
�o�po�b�bano. snd ar� large �old ty�►e sh�ll �aye
�t�0`����'°
Du� �o �ta�i�y Improv�n��n� in
�our n�ighbort�oo�, youg (��teg)
{ ��+a�r ) ��r�►�ce will b� f n��g�
rupt�d or� b���aee�
�f�e �aur� �� �nd
T�ii� ���o�ve�����e w�,ll b� ��
�ha�� �.� ����bbl�o
���e�k yo�a � .
�c�tx�ra��ox
�►d����� Ph�r��
bo ���s��n�y a 2�n ��� �v�nt ti��t �n ur������ee�a ��se�e�
�nter�upt;on oc�ur�, a�o�b�e �h$1� b� �� �b����bu�
��e�����.
� 5 - � 4 � � R3u�u�� R���'�N� ���:L��Y o� eoi���A����� � � � , �k�rouglt�
a�g� �r ngc��,�ct on. the p��t of • tt�� ��n�r�c�ar ��a�y ��t��r�
���g���tag. �g �ny: �ub���n����t�r �k�ail �ia�fer l�ss . or ci�mage
an �i�e wo�k, the �o�t�r�ct��r ag��e� �a �e��l� w��h �u�ti ��l��r
��ontga���r or sub-��on�ractar by ����e�et�� �� a��i������ao ��
�uc� o��e� Car�gsac�.�� �a� �ub-c�n�r�e��g �fl��,�, ���e�� any �l�g�a
���ins�� tF�e Owr�er �an �ccount a� �r�� ���a��� ��,� �g�d �� � F��v�
�eer� �u��aar�e�, �H� �wn�� �s�ll ���ify �t�� � ���������gP �rl��
..�i�a11 �r�c�e���,�� ��� .���►e s�������� th� .Arr.,��g .����.n�� �r�y �uct�
� ���iino . . • .. . . .
.�5�� o �7 ��E�P��iJ�s �������� eg �urpl.u� �r�d/or w���� nia�eri�l�.
���umul���� a�� g�i� a�b ,���� ��gaa� tk�e prAsecu�i�n of tl�e wark
��a��r the�.� �����a�� ����x���ts ahall �� acco��li�txe�• ��
� keep�r�g �aith� � ���i�� ra�gi,r�� e�g��li���d t�� �t�e ��e
��ti��a��bo� �� ��� ����r���t� �wen�y-��ou�� f�ta�� ��g�g
writ�.�n r�ag��� f.� �a��� �.e gfl� ����ractor ��►st �I�e cl�an��� �a
��� j�Y� �it�� ��� ��a�����.t�� �r� � ��nr�er u��a����actorg� �a �l�e
��nginee�, ag ���i€� �o��r����� f�il,� to cor�ec� gH�
�4-5 i�}
. . - � . ..
��P
�
�ns�t���a�tory �r��edug�, �fl� ��gy may �ake sucH d�sec� ��gbon
a� gh� ����n�g� deems �p�ropYba�e to ��g�e�� g�� cle��-up
d��i�i�n��e� �it�� �o �fle ��nt�a���� i� thg w�ig�efl net��e,
�nd g�e �vs�� �£ sucH dir�c�.���ao�, ��u� ��$ of �uc� costs,
���1� �e ��duc��� ��om ��flie� dae �g ��.b����e d�E �o th�
C�n�gac���o '
Up�� �hg ���pleg��� of t�e �g���c� �� a ��ele �� �oveg�� by
�fl��e C��tg��� �o�u�ent�, ��d b�for� �inal ������aa�� ���
fi�al ��ymen� ��li be ��d�, �fl� Can��sctor ����� ����� �nd
r���ve ���m �h� ga�� o� the ��a�ect al� �arp��� ��� �3��arded
m���ri���, �e�p���ry �t��cg�g��, a�� �g��a� o� �v��y �in�. �e
��all ���v� ��e ���e a� ��1 wo�� �a � n��� an� ����g�ly
�afldig��a �quaZ t� �H�� w���� ��igin�lly exa���d. Surplu� �n�
�a��e ����gia�� ����e�d fr�� ��� �it� �� t�e ���k sfl��i b�
�i�po��d �� �t ��������� g��ig����ory �v.th� E��a�eex. ��e
�oagg��t�r s�a�� t�o�ough�y �leaa ��� �quipment �a� ����rial�
in��alZ�d �y �i� ��� ��a�� d�lane� o�eg ���� ��t�ra.ai� ���
e����ment in a bgig��, clean, ��l��h�� �fl � n�w appearia�
con�ag�aao �� exg�� e�m��n���i�� ���1 �e ���e �� �h�
Can��ac�o� �or ��� elean-u� �e���g�� on �h� ���jecto
�5-5�1� ��NAL gN ��CT3@Ne ���fle��i ��e �or� �iO�aded ������
�n� c��te�plat�� un�e� t�e ��ng���� ���u��ag� ��� �e��`
���a�fa�t�xiiy �omp��ted �nd �an�� ������� �����g�ed, g�e
�n�ine�r ��1� natify the proper ���i�i��� ��� ��� Ow��r �fl ��:
g�ques� ���� t�e �f��l in�pe�g��� �� ���e. �uc� ifl�pectiv��.
wi11 be ���� ���fla� � d �ag� ag��� �u�� n�ti�ic��aono A�te�:.
su�h ��aa� ���pe�g�on, �� ��e �a�gk �r�� ��,teriai� �t�� �c�����aes�,
a�e f�uad rsati�fae�ogy, tHe Coe���a�g�r �a�i� �� a���fi�� .ir�
wg b��ng ef �t�e ac�ep�anc� o� tY�e ���� �f�er the proper
x�solu�aofl H�,� I��er� pas�ed �y gh� Gig�► ��ur��i�. A7o ti�e
chaxge w�ll be ��de �g�bR�g �F�� G�n�g���os betv�een �aid da�e
o� ���.i�i��gi�n a� th� �fl�isee� a�n� tk�� d��e o� � zn�l
in����g3�n of thg w�gko _
C�-� t9)
��
�
�
P��' � — ��N��, CON9�T%ON5
���°� ���Ab R�I,A�'IONS 1�AT�7 P�T�b��
a`����ON�i����'�X
�,
I _'
�
�
���5ai��,P,W5�T���� ��L��i�N� � ��r�������g��Ha�l��,t�al�. ti�e�
�b��rd� �.r�d co���y �ai� �gl �e��x�1 and ��a�� i�a�rs ancl �i��
or�br���,c�� �a� geg�la��an� �at�ict� ir� �r��p �v�y ����*��. ��ie �o�d�x�g
o� �H� �agk �� i�i� ��era����� � ��c� �h�9 � ����gv� ��� �affip�.�r
�i�i� �i� ����s�, 3�a��� ���in�r�c�� and �egal��ian� ra1�i�H �xa�t
o� �a�ii�Y� may ia� ��a�i��� ����� by �o�i�� �a�r�n� j�ari�di��i�� o�
��tri�gi�y �or �uck� ����g�eflgo �� ��.�� �� ���ur►��z���n�ing o�e
��a���n�� . ti����v� . e��li �e ��n�ide�edo �i�� ��nt���gag �a� �iis
�u���i�� �1�a3.1 i�a�d����� as� saae ����ie�� ti�e �aty �nd a�� o�
a�� �f�ic�r�, �g�fl���- ��� �pgag��� a�rairnst �r�y ��� �i� c��i��
o� l��bibi�y. ���s��� ��o� �r� �a��� �n �i�e �aolation ox �n�r
��e� �aw, �gdin�r���� �egruia�aoi�, ca� o�c�er� �a�i�tl��g it be ��
him���� o� �1��,� �p�oy���m .
�s��U a de �l'di���d� �L�l4�id �db�l�l�£�r�o d�� b�i��g�,ti+��b �13�.L3 ����v�8�. 8�.6
��i�lb�.� ��I� j b��=1 a�� � ��� �1 � �r3SiQ�5 � �`���.� �i1� ���� y �.�i�
�iv� �11 r�vg��e� r��c�s��a�y �a� �s�i��n� �� ��� �u� �r�� ���a��xl `
proseeu�b�� �����e wo�k� � � . � .
c s � � o � �����a��� ������� �����x�a�� ��� ��� ����� p a� g��:_:�� .
G�atga�tar �,� ���u xe �� �x �e�ir�� to ��e ��y ���ign, d��i��:,;�;_
mater�.�l, �o� pro���� �ae��e� b� l���e�� g�t�nt� or c�pyrig�t�.:;w:
i,e �Y���1 �ag�dic�� ��� �uck� .u�� by �ui����� �����. ��g�e���g ����►�."°
�k�� p��en��� o� �wa��� o� �u�i� pat�r�t, ��t�eg, ��g ���y��gfl���
� de��.g�. � i�� �� �u�u��g�+ a����c� a�nr� und�r���o� .tri�� c�it�v��
�xee��i�a tH� ��n�r�ct� pri��� ��i��.-� ���la�e all r�yalti�� �r_.
��s� ��isin� €��� �a�er���, tg����m�sk�, ��� ���� g�c�H�� �� �r�y
w�g i�vol�►�� in ��a� rao�k� �h� ��n�ga���� ��d �b� s��r�ti�s
��i�ll .���eQrn��� �r�d ���v�� �i�g�le�� tY�e Owr�er. �ro� any ��� r��l
cl���� �e� �r��s�n���es� �� ��ea��n :of t�e u�� af any ���F�
�������� ����s��i.p de�ie� P ffi����ial c�� ��oce�r� a or �,r�y
� gr�c1�-m�g?� �g ���� ����t �r� ��n�►���i�� �a��� ��� e�o�1e �Qr��d t�
- �� perform�c3 ur�d�g �%e�� eon�r�,et ���u��a���� ��a� ��hall
ir�d�mni�y ti�� �r�€��s ���r �r�� �o�t� �������� �g ���a�� �ahf,ci� f,�
�a� -�e ��lage� �� .P�Y-'�y g���o� �f . �u�� �lY���fl��1���3� ��� �fl�
g��i� ����a�� ��e pros��uti�� �� ��e wor�e �r ���er ��m���ti�� af
- �H� �a��k`, - �g�vf ��� � . l�owev�� o �h�� �E�� Oar�er �r� 11. a� �un�� � tt�e
g����a�i�i�it� �� def�����n� a�� �11 ��g�s� brou�h�.��r the
���r�,rsg�me�� �� a��►� ���e�g claiffied t� � i���ia��� ��or� ��+ ���
���ic�r�,� ty�� efr c�ns�ru�ti�� o� �rster�al r�r �a�uipme��
���a�c����c3 a�. tY�e ��r��g��� Ho�ua��nt� �ur�i�l��� �%e ���g�����g
�� .�i�� �va�e�o a�d t� �iol� �1�� �or�tr�ct�r h�g8���� �� a����.ng
�g ���� ��b��o
�.
���5 (1)
,_ �
��-6.4 �A�ITA�Y �R�V���ON�; ��� C��t����or ����� ����b�ish
•and �n�o��� ��o�� �bs ��������� �ucH g�����t�o�� in geg�gd to
�b�anl����� a�� �����s�� a� ��rb��� ��� ����e �� �i�b ��nd to
.... p��ve�g �k�e �����ti�n and•���r��d ��'•� ir����ct�ivu� or�� c�r�t�g��u�
�isea��s �a� �� �ff�c�iv��y ps�vea� �I�� Ci@�gi�fl o� � n�bsaace
abou� tYa� w�rk �n ang prop��gy ���h�r p���i� �g �g�v�g�, ��d
�uc� ���u�����fl� �� �ge g�c�ui��� by Y��w �1���� be �ut.i�tca
���di.��� for�e a��i ���ec� �� �H� �oa�r�c��rm Th� n��e��ary
��n���g�► �onv�ai�r���� f�r a�� �f �a��g��� or� ��� �a�rh,
��ep�g�.y �e��u��d f��� �u�lb� �i����r���i�r�� �ha�l b�
cor���rt����cl a�� �►�bfl�����d bg ��� ��nt��a�go� ��d tt��ig use
����1 b� �tri�giy �n������ by �3�a �Antr��toro i�gl ��e�
f����ig��� s?�a��, �� kep� �� � ci�ar� �n� ���it��y c�r�d���on,
fg�e �g�m o1�����ia���g� �do�� �o �� aiot t� c�u�e ��u���n�ee
A�'i ��r�itaxy �aw� ��d r���Za�f��� �f �F�� ����� �� ���s�s �n��
tt�� �ag� sh�ii b� �t�i����* comgl��� a�th.
C�-6 .� F'LI�L�� 51�F��Y .l,N� �Old�t���P���o F3����i��� o� �c���pr�nen�
stos�d alaaug ��� w�rk shal� �� so �g���d an� u�ecl, �r�d �.Fie
*��g1� ���gl �� ��� tim�� b� �� ����u�t�d, �� g� ��u�� $� '
grea��r o����u�tion or �a�o����g���� t� �Y�e p�ablb� �i�an �s
��ns�c����d �o �� �b���ut�1y �ece����y iay tk�� �rig����go ��ie
�on�����o� �� ��quirg� �o maintai� ag ��1 �i��s �ii �H��e� �g
l�i� arork i� �u�t� � r��nner �� ���' �.� impai� �F�e ���e�.y. o�
conv��i�n�� o� �1�� �u��i�, inciu��,��a .�u�. no� l�raag��. t�, �a��
��d ��nver���r�g inq���� ar�c� eg���s �o prap�r�� ��r�ti�ta��� �.o
�Y�e w��& ��r�a.' '��e .��ntract�r �F���,� ntak� a�e���,�� pro�i��on� , ,
�� �ende� r����on�la�� ingre�� a�� �gr���. gox �a�g�a1, ve�a��.�.��
�gaf�b�, �x�ept �u��ng. �ci���2. �g�nct��fl� �g. ���� in����,�,a��,�r�
op��a�3�r��� a� �l� ��b��Wa�+ ��ro���nc��. �u�i� provb����� �n�y
a��bud� �gidga�gp �I����+�r�g v� cru�h�� �t�n� �r gr���i �� �u�k�
og�i�r m��n� .�€ ������b�g .����gr. ���g��s anc� e����s� far �h�
��opergy �err�e� �� gia� ��i��w�y �� �I�� �r�gi�e�� �� ������e a�
���rop�bat�. 5��� a��i�g ����a ��y ia��lu�� ��e �i��r�bon o�
ci�ieew�y �g�f�i�� ��►���a ����ifi� �pp����� by �H� �a��in���o Y�
di�►er���n �� �g��f3�� .i�. ��p����ci �I�� gi�e ���in�e� �� �a�y
�o��ta�n, � t1�e ��r��r�e�to� �ha�i �?�� �rr��������� ���i��������
.t� ��� �nqia���� a� �r�� 1o��tf,o�, th� �ar�gg�e��r �ha�l mm�k� �- �
��ga���mer�g� ��tis�a���ry, �o ��� E�qir�ee� ��� �1�� �i��g�i�� �� __.
gg��f ic,. �a� �.�t��J��,� �s� ��� �wa� �cp�:���o ..�s�vide a�� ����rials
aa� ���f��� �ll�.��g�e �������gy :�o� �h� �cor���g��ti�� anc3
������n�r�e�' �f. goa�r�ay� �r�d �ri���� fo� ����r �����°�ion o�
�g�fiico. .�,����aall�� .�,�.�� �a��. �� o��ggu�t�� ��x�e�� by �ge�z�i
p������i�n o���fl� �ngin�e�o � .. .
��� ��t��ia�� ex��vat�d and . �t�e ��nag���t�fo� ���g�.a�� ��ac� ��
����� used� an �I�� ��n����e��or� �f t�� w�rk ����.g b� �1���� �o
a� a�t to �n���g�g �.i�e wark �� p�ed�r�t ���� ���e�� �o a�� �ir�
h�►���at�, fa�� ���g� b�x�� o���i�e� ���1 ��x��, w�t�r �a��ae�,
��-� ia)
�o
�
gs� v��v��, �g manho�.�� in g�ie vi�i��gyo �Y�e O�i�� �es�rves
t�� r�.��it �� ��medy �.�y r��gle�� on t�ie g�g� �f �.t�� �or��ga��ag
a� ��g�r�s �� �ub�a� ��nv�fli�r�e� ��d �����y �*�ieh �y e��e g�
.�g� �gt���a�n, a�f��r twer��y����r flea�� n��bce in w��gi�g ��
. . ��g ��r��r�etor � ��v� �,r� �a��� e€ �me���n�y �ai�efl it �fl�ll ��ve
� tt�� r�g3�t �� �����y €�fl�•-%3�E�1��'�..I�a13��6L$- i10�����' �l1i�• ZIY �itheg
�a�e, '�H� �o�� o� �u�i� �aa�k ciofl� eg �ter�a�� f�.g�ishedl �y the
O�rri�r ag by �t�� ��i�y at��l� be ��duc�e� �ra� ffio�ies d�e �r t o
�e��nte du� �� tE�� �oA�g��t���
�he �o�►�:g�ct�s, a�t�r �p����a� �f th� �r��i����, �h��l a�ga�y
��i� F�g�..����gtm�ng �ea��u�r��g�, �g���ic �n��r��+�r, a�� P�I,ice
��par�n�e��,� �*Y��h �n� ��ge�� �� all�� 3 � req�e���d �e b� �lo�ed
a� obstr�c��d �r aa�y �gg� t�y�g�nt �.� �A b� �a�� inac�e��ibie,
���, �a1��� �o di����e� �r�r ti�e �flqi�ee�� ����� 1���p �ny �t����,
����et�,. �� h�c�F�w��� in ���di��an for u�a���gu�t�� ��+� iay �ig�
���ar��u� o T1�� �on��a���� ��aa�l ��e���l� n�t���+ tY�� �'i�e
L��p��tme�g ���d�a������ *�F�es� ��.1 ���1� �b�tr���e� �t�e�t�,
���,���, �r hy�g���� a�e a��a�a �la��� bac� i� ����iceo
W��ge �F�� �or��g��t�r �� ��q�ixed t�o �o�s���uc�e �e�p�r�ry.
b�id��� �or ��� �th�� ����ne��men�s �or ��o��in� ove� �itcl�e�
gg �i�ge�ni�� �i� r����������i������ acc���nt� �� ��anecg�vr�
�ai��i suci� �g���ings ffi��1� i���ud� th� ���dwa� ���roa����� �� �.,
�ell �� t�� ��guctu�e� o� �uci� c�e��in�so . .
�he G�n�����or sha�ll ��. all ����� �v����t ��� ���rag�e� ��anr3.�;
:_.;
�fle a�� �� cor���g���ioa� r�acF�f�erg� �� �� ��g to d�r��c�g og:�;.
d�s���y ts�e� �n� �l�r�i�� �����e� ir� clo�e pzoxi�b�y tv o� �a=;,
gfl� �b�� �� �]�e w��k. ���t�v�� �ay ���F� clar���� may �c ��fl� � ;�
��� �ar��g�.�t�r ��i��� i�m��i�tel� ��ti��� �gl c����� a��� .:.
gxoper��r �wner�, ��� �o pagmea� w�l� �� ��de �y �i�e �rar��g bn.,
�e������nt� o� �u�h �la���o The ��fltg�cto� �&���. �b�.� �ri'th ����, .
�ng�r���r � �*:�����n �t�a�����t si�awifl� �11 ���H �l.a��: .���u�te�o
� Fa9lR a�7 S�� V���1�6e� ��� LM�d��b�Ld� bLl e�����da�i ���F�dr7I 69LtY
• Ri��fT�O�-W1�Ys �'o� tehe ��gf orm���� �� �� co������ o t�he
� �v�g���tor �a��� b� �aerffi����� to �s� an� oc���� �uct� ��g�i�n�
�' o� �rie �u��ic ��r��g� ��acl ��l�y�� �r o�l��g .�ubl�� �����s o�
� �gh�r gi�ht��o����y s�� prov���� for i� tH� o��br��a��g� o� ��i�
�i��,� a� �fl��n in �i�e ���t���� ���c��en�� Q �� a� �a� b�
��e��fica��.y autk�ori��� �r� *�rrag�.ra� }ay �,F�� �r������so �
re��ea�ble ���unt of t�o�� o���e����� ��a� �qt�ip�mc�� f�r
con�gguc���r� �ur����� �� �� at�re� fn �u��n �����p %�� ��; �o��
g�,�r� , i� a�c������ �� ��ai� ����y �r� �he e���t�u���an
c�p�g�ti��so �xca��g�� �nd w���� ���erz��� �i��ll �� �i�e� or
�������. �a �uci� � ra�� �� no� $o ir��e��e�� ���h ��i� ��� .�f
�p���� t��� �y b� de��gr����� t�� be ���t fre� aad uno��g�e�ctr��
anc� �e �.� �o� �o inca�ven��ac� ��cu���t� of a�����n� �p�o��rtyo
� � �� gF�� st��.�� �� o�ce���� by .r�ilw�y �r��k�� �h� caa�� ����� b�
��-� {�}
c���fe� �� an s��� ������ �� na� �e i��eg��xe �it� �he
ap��ati�n of ��ain�, 1������ �� ��1���i�� o� c�g�, e��o ���er
.��nt��c�er� o� �fl� �a�er ��y, ��r �11 p�s��s�� r�quir�d by �he
��ng�ac�, ���e� ���n ��� w��k and ����i��s �s�� �� t�e
�ontr���o�. �t�� ���11. ��-.��vid�ci.-�11��r�a�Ar��bl� �f��i�i�ie� �nd
��si�g���� �eg g�� �om��,�t��n o�e �eij�iniflg e�a��ca l�n�
addi�bor��� gg�u�d� ���bged by �h� Cos�.r�c�or for i�is use s�►all
be pg�di�ed by l��m �� ��s own e��� ��c� �xp�t����
���6 0 7 �A��W�Y CRO����G� s W�e� ��� ar��k e��goa�F�e� �pon ���r
righ��o����� �g ��y sailw�y� tl�� �i��►. wig� se��.�e ti��
���es��r� ea��mer�� ��� _ �H� �aagko ��g� ���* railway �ra�ks m�e
g� �e cro���d, t�he C�r����e�ag ����� o��gr�� ��� �I�e
g�guba�ivn� �r�� �,�s��u��i�n� �� th� g��l,�r�y compar�y �s �� ��e
���h�cis of per���min��. �i�e �a�g� �a� �alce �11 ��������a�s f��
s�f��y o� ��operty ��� ��i� ��t��1��0 �i�c�oti�ti�r�� �ri�F� �he
rai��ay co�npar��e� ��� �����,ts ���il �� �or�e lay �nd gi�geu�t� ��ie
e��ya T�� Can�r����r ��i�i�L �ive �he �f�ey ������ ��� le�� ti�an
�ive days p�eaar �a ti�� t��� �g �is in��nti�r�s �� �eg�n r��rk or�
t��t por�ior� o� �he p������ art���� b� r��.at�� �� gF�� r�il�ay
proper�ae�.o �he �on�r����� r�all �ot be gi��s ex�a�� or
����g����l �����s����on xar �u�i� g���way cr���bng� un�ess
�pe�ific�lly ��� ��r�l� ir� -�Y�� �aa��a�g �c��ianter�t�o �
���5 e� �2�,�d�t���l�E� p Y�A�t�1�i�1GS �.ND U�A���I�o Wi��re tt�e �►ogk ��
e�sx��� �n �n �r ��� ��er�g go a�y � gee , a�,l��r o �r� �a�l ic
p].���, tHe ��ntr�c��g ��i�il �� hi� ovat3 eaePen�� �u�r�i��a ��ect,
�,r�� ��in��in �u�h ��g�b���e� � �er���� y _ l�i�i�t� �r�d �asqer
���na� �, �fla�� �g����� ��x�Fi �a���hr���� a�c� �ri��g ��k� ���. �u�H
o�H�� �s����tb�s��� .�e��u�e� fo� �i�� �r�t��ti�� o� per�or�� or
pro��r��� �r�� A� �He work �� �re n�c����r�. ��gg����i�� ��d
g�fl��� sh��g be pais��� �� a eol�r g�a�. e��l�. b� �i�a�l� �g
ni�Y�� o � �'��� �ua��g to �u��i�� ��� ��r�t���gag �J��11 furni�l�
��� ��a���b� �� ����� o�e e��i�� �i�ib�� bu�r�a�� ��gh� �� ��ch�
f��,��a��deo � �g�����,ea�t� a�ua►���� �€ ��gg��a��� �h��� bg ����t�d
�nd ffi��n�ai�e� g� ke�p p�d��gg��,�� �w�� �ro�, ��� ��hi���s
��.oni be��xg ..€���v�� o�' o� ia���y ��� w�gk �a��� con�i�ru��ivn �r
b�i�� a�i�t�in�clo �ia� C��g��cto� ��al� - fu�ati��a ����fl��� ���
��e� �%�� �t �t��3� g���aec�i�� ���igr�m�n�� ia �r���i�i�st
r����er� g� ������� ��i� wosk a�a� �re�ren� acc�d�r�t �g ���a��. .
�il �������.�b��i��r�� �n�- �ga���ar�� : �i���� . be �on�i�t�n� �aith �i�e
����i�i���. s�t ���°�h� f� �h��; p�9�� ��x�� �Ea���� ��a '�ni��g�
���ffi� CAra�rol �e�rb�e� fo� ���������nd ��+�t�w���p i��u�r3 ����g
tl�� �����gi�y �f th� '°�t�g�. e� T�x�� �J���a�� 7��� ��gul�����
�g��g i� .�� : �i�i����+s'° � _ ��d����� �� ���el�. 5ydld V�g�r� � � C����
Sg������, p�g����n� ���ti��� ���x�g S��g�o� ida� o.�7 � 2.� ,� 0 ���
3�. ' � . .' - _ . .
�6-6 i4?
� - � - -r
T�� eo��'r��tog �al� n�� ���ev� �ny gegul�t�g� �ign,
- an�g����i���l s�g�, ������ �a�� ���n, �r �t��g �agfl ��i�� fl �s
b�efl �gee�e� b� t�� �ityo �� i� �� ���eP�i��� �h�t � ���n
-- '���� b� r���v�d g� ���m�� ge���s�� �o���gu����n, ���
���t�����r �h��� �ant��� t�� Tgan������tion �nd ���1�� ��rk�
- ��p�r��e��, ��g�� �n�.���k�flg� H�vi�io� (���ae auffib�s
�7�O��Oi��, �� ���ove �h� �i�ao �fl �H� ��se �� r������e�y
' �ig��, ���.��fl��a�to� �u�t g�p��c� t�e pe���ne�t �i�a wa�H �
t�����agy �ig� ���ta�� ��� �e��iFe��n�� �� �fl� a���g
��f���n��d ��nua� �nd ���� ���g���r� ��g� ���t �e ����all��
,� rb�� �� ��e ����v�l �� th� pe��n��t �b��e 3i ��e ���p����y
� . � nog ��e� tk��
; �i�n �� flot �fls�Sl��� ���g����y �g �� i� ���
requ�se� �p����b���i��s�, t�� �e�����nt ���n ��a�ll �� l,egt in
, P1,��� un�i� tt�� ,�e���r�Y� �i�a� ���ui�enti�a�� �g� m��o �H�s
' ������uetbo�� �aogk i� �Am��e��d �� t�� �x�e�� ��i�� �i�e
' p�r��r�e�� �igr� c�� �� g�-���ta1���3, the ��n����t�o� ��a�� ���ir�
cc�a��c� t�i� Sig�� ��d I�a�k�a�� 9i�ri�i�n �o r��ing���l �h�
g�g��n�n� �i�a �n� �h�ll�' �e�v� ��� �er��or�gy� �ic�r� ��. pla��
, ' ungil ���H ���.i�a�����a���afl i� �o��I.e���m
. T�e ��n�gacg�r w��� b� fl�l��g��p���b�g� ��� all dar��e �o the.
wosk og �fl� p���ic ��� tv �a��u�� o� ��rr���des, sign�P
�efl���, ].�gh��� o� �+�tcY���n g� �s����t �H�mo Wi�ea�veg
�e��gn�� �,� ���a�� �f . ���� da���� �� t��� �a�k �h� �r������� �ay ::
, �gc��r �t�e ��m�g�d .pogtion in�►e�a�afe�,� �e�ove� an� ��plae�d �� �
� th�. ��r�tr��to� �� ��i� �on�.ra�to€'� ��an �x������ Th�.:;�
��r�t��a����' � re��a��if���i'�y ��r �rie �a�ir���n�rtc� �f ��g�r��a��s, �K.
�! sic�n�, fen��s� ��d ibg��s, ��d ��g pg��ri�i�q �a���Y�n�ea �1���� ���`�:�
_., ce�se unt��� ��� pr����� ���1�. �C�v� ��e� co�p��t�� an� ��ce��ed-
by � thg Own�� o
�1a cor�pe�►����a�aa� �x�ep� as ��e����f����y ���rr��ed �� th�s�..
��n����� �aca��ats� �ill �� ��i� �� th� �or��g����r ���g ��i�.
�aoxk � �n� ffi�g�rbal� in���ve�i ias �Y�� e���t�u�ta�g. �g�vi���q�
an� ma�n�.�a�ir�� �� b�ggi��d��, �ign�P �ea���� �n� �igF��� o�
f�� �a� �� ��� o� v���,���en p f�� th� �ub��que�t r���va� �r��
�i����al �� ���t� ��gric����y ��.��a, �� ��r �ay ��h��
�ncb��n��l� ���e��a�cy ��� �h�.�r���r pgAte��ion, �a��g�� �nd
�or�v����r�ce �� ��� �ubl�� �u�i�g �f�� c�r��r��� pegioc�a �� �F��,�
�ork as c�sei�l�g�d �� �� ����i�f�r�+ �o ��� �ev�ral ite� fo�
whb�h � ani� �r .�1� �� ��f�e� ��e requ��te�_ f n gtte �g��og��.
�.��5�0 � � ��� ��' � �7��Ya�9a�'i�� . D��� �Y���°� �'�G�,a �i����c3 �t��
�oa��ac��r eZ��t ��lu�e �a��o�bv��, ��o e �h �1, ���ex���i �d ��
p������ti�s ��� ��ie �ao�?�o :��re ut�o�� c�g
��l �i�e� �� �� r������o �ndan�e� �i�� �� �r�p���y� ��e
�Antra�tog ����1 �o�if�+ g�� . ���p�r� r��g��e����i�r� a� �r��
�u��,i� ��r�i�� ��r�or��iv�� �r�� �o���nyo ia��,��id��]�, o�
utiiit�r, ��� �1�� O�a�e�� �o� ���� tY�a� �w�at�-�at�� f��ur� ��
C��� I5)
�dv�n�� �� �he ase of �ny ��tivb�y whie� �ig�� d•��age �x
�n�a�,ger �i�eir �g hi� ����exgy ����� or a���cen� to �fle w��k.
�i�ere �t�� �.�e o� exp���ives b� �o �� ���ffib�te� �r� th� gg��e��.,
a� ���c��aed in �He �p�ci������ntr��g �oc���n��, ar ���. us� �f
�x����av�s b� g�ques�ed, tl�� �ongg��to� ��si� �ui��ni� not��e �o
g�e �ngineeg in wri���� �weaty���ur ��ur� �gio� gA c�atmga�f�g
ar�d shal� �t�gr�isi� �����r��� �H�t �ne l�as �n�uraflc:e ���eg�ge �a
�a�e�ec� �g��a�t a�y �affiage� �ad/�r �.��urbe� a�i�ing� ��t ��
��,�1� u�� o� exglo�3v��. �
All �1��.�� ����isg �u� �� . gt�� �,s� �� �x����ive� ����1 be
investi�a�.�d ��� � w��g�en ����r�,��d� by �.�� ��r�tra���r'�
br��uger� �� ti�e Er�qbscer w��Mi� ��n t�.4 ) ���� ��g�� ��ceig� ��
w�i���� n��b�� o� �fl� ��ai� �� �F�� ��n������r i�o� �itl��r �he
City o� �i�e cl�i�a,nto T�e .�bg�. ��a��� pro�eec� �� give ���i�e
�� �he Ceatrae�or �� ��� �uc� �lai�. ��e ��� �f explo�ives
��y �g ���per��ed b� �, rh� �ngbr�ee� b� �r�y com����nt i� ��ceived
�n� such u�� �h��� ��� b� �e����d �fl�i�. �fl� �au�� �f �h�
��mp��bn� Ha� �een ad�g��sed.
Whea�we� �xp���ive� a�� ������ �� k��t, ti?�e� �t�al� �e ��orec�
�.a a ��fe an� �e���e IIran��g �nd ��� ��a��ge p�ae�� �h�l�, ��
��a2,a�y ffi�g]c�ti "��,P'��]�it8[J� ���Yd�S��l��� ��d �Y��.�� b� tan��g �i��
�are �f a ��mp����� �a�e���n �� ��g ��.��� � I�1� v�h��ie� in
w�i�H �xpia�i.�e� �ge beifl� ��an�p��'��d ��i��l �a� ��.�inly ��ked
as ra���b�fl�c� al�eve� �nc� �fl��l, ia����g a� p������.ea �aat u�e
h�avy ��agti� �eut���o .
�g-6 e 1� WO�1C W���iA� EI�SEM�I��S s E�he�� the �a��?� p����s over�,
ghro�gt�, �� i��� griv��� ���a�e���, th� �er ���� �g�u3�� �ueh
righ��o�ow�y e� ea����fl t p�i�ile��� �� g��.�a�� �ay ��em
�e���sagy �a� t,k�e .����ec�a���� o� �h� wo�le. �r�y ���i��a�a�
r�g�t����-�►��. or ��rk .���a c��n���e��� n�����a�y by g��
�����ac��g �t��ll _ b�, ��o�ided. �� iai� at. �i� ewn e�r��n��o �u��
. a��i�ion�� ����t���£��►ay dr �a�glc �gea ffiF�a�l �� �cg��fged �a�
�h� Y�er�e�it �� th� Gityo TF�� Cbgy .�h�3,� T�e �►A���i�cl ar�
wgi���� a� �o. �fl� �i�l��� �� ��q�i��d b'�f��e �rar)c begiar� g� tk►�
ai����ed �g�ao . .The� �ot��.g���o� .��l�all no� �r���r apa�a �giva�e
�ro��g�y g�r �r�� .�ur���� �v�f$ho�t i���in� �g�vfo���� a���i�e�
�p�g�i��i�n ag�n� -.��� owr�e� .�f ���a�i� �r���gty� TF�� �o�atsc����r
� wbl� na� b� �110�0��- .�o .��g�g�� �q�i���n� e� m��egi�� o�a �rb��te
���p��°�y t�r�g���.�• �nd . �.a���g� �H�� �����f i�� a��r o��l ��� .�k��
�r��e��� �owz��r �a�. ����� ���ure�� irr,:�r�g�ir�g I�� tk�e C�atra����
�r�d � c�P� ����i���c� �e_ tk�� �fl�ia�e�� o�r�le�� sp��.if i��,�ly
�.x��b��� ���e�wi�e; .,����� ���at���g��t. �F���l .�l.��g . a��
.:r�g�it��o�-w�� or :���e�e�g� �� o������ti�r��� *�E�b�h ��x�t f��
xe�aoved �o ra�ke ��sab�ie ���pe� :�����cu���� �� ��� wag� �� a
�a�t o� g�e �g�j��t �on������ivr�.�peg�t�aa�. ���.�o��rs��og
����� �e re���n�ib�,e . �o� �H� pge��r�+��i�r� o� �r�d ��ial�. ���
�
. � . . � : �. �5�� (� ) .
... � . �.. _ . . .f � •
evex� p����u��an �.� prev�r�t ��ma�� �o ��1, ���e�, ��gub�e�y.
���n��, �.�wn�� f�r����, eulv�Yt�, �urb�a�. ���. �11 ��i��� ��►�e�
�� ��gu��u��� �� ���r�ve��n��, �� �9,� ����g, ���er, ��d g��
� lbr���, �o ��� c�r��ui��, �ve���a� pol� �i��� � o� s�p�ur��nsnc��
�����o��, incl'�di.ng �fl� . �or���gu����� ox, ���p���ry f�n���� �nd
� � �� ��l ���Y�e� �ubTi� �� .�rbv�t�, ��op���y a3��� �c3���e�� to ti��
�a��k. . - �� _
��e ����g���e� �i�a9�1 ��tg�y. ��� �a����x g��a���en��t�ve� a�
owa��� o� ���upafl�� �� ����ic �r pgiva�� 18n�� o� in�egg�t ir�
l�r�c�� wfli�i� �i�3�� .be ��fec��tl �� tk,� ��zk� �tae� �o���� �l�a].�
ia� rna�e �� �����. �� ����� . �� ����.�sc� �� t�i� b�� i�r���g o� �he
�aogko �1��i�e� st�a11 b� r���l.fe��1e �� b��l� �ubii.� an� ��ie��e
a�il��y ��m��R��� or �t�y ��g��r��i��o �or�pa��r, i��ivi��8�, or
d�t�e� � ���i��� �� -vv�r�e�� o� oc������.s � wi���� � �aa� �� i��.���s�
is� l�r�� �i�i�� agg����d �� �h� aro�k. ��� Cor��g�cg�x �ha�.� 1�e
���pa��ibl� ���.a�� ��m��� og i����� t� �rog�gty �f sa�
c}��g��g�r .r��ul���� fro� a��* act�a offi���ior�� ��gle�t, o�
a«�cor��u�� �s ��i� ffi�r�ne� o� ��tk�o� �r ex��ut��n �� ��� wo�k,
o� �t �ny ��me ��xe �� ����ci���� �rork� : �g�gial, �� ec�uapme�to
�fl�r� �n� �ah�re �n�►� ��g��� a� in�a�r��g �� i��u�y �� ��se �.�
� �u�l�� o� �ri���� ��a���ty .aa� ����ux�� �f �s� a��o ��i��a�i�,
r��gie�t, �� r����on���t �a �l�e ��e��x�i�� o� �t�� ��gk. �� in
' • ��n���u�a�� o� �h� ��a�—ex��ut�or� .�Y��g��f ofl th� �agt o� ��i�
� e�r��g����� p �� �h��g �e�t�r� �g i��v� .ge�gog�ci a� his �� ����-
��� �x��ng� ��c�i �g�p��g� to .� . coa�i�ior� �t iea€�t e����, t�:.�`
. � tFi�t ex3�f��q be���� ���i� ������ �r �r��ury ���� ��a�. 1�y�`.
w= ' ���sigin�� g�bu������, e� �tl���ai�� ���l�ei�� �n� g����gi�g ��-..
ma� b� �i�����cl T�y tl�� �r�n�� o.�Ar �� �t���g ffiake ��o� �u�h::.
; da��g�� �� ba���y br� � n�a�r��r .����p����� go the .o���� �� the
. p��per�� ��� ��i�� ���ine��m
�,�,g ��nce� ��c�a����r�� �nd x����►e� �u.�� r�� �an�t�uc't��fl of
�t��� �rc����t .��i��� be ���t�r�� ��. �i�� or�c�a�r►a� �r_ a i�����r
gl�ar� �ra�i��l .��fldi���n upor� co�a����.�oa �f �hi� pr��ecto
Wri�fl wb�� �e��iaq� e��h�r ���� ��F� �r ba���d w��� ie �� b�
cg����d, ��r� Co�gg�ctr�� �k��li ��t �g��a-.����e� ���t� �n
�itt�ex �i�,� ��f p�gm�n�n� ����e�g b��og� tT�e ��nce i� ����
���ui� ���itio��� fe��� �u�� ��. �e�����ry�.the �a�tr����r
�i���.� p��vi�e � ����� �����c3 g�s�� �� ��in� �� tt�e �ropo���
�u� in �dd�$��a� g� �����. cr��� �ig���d p��t� pr��idecl a� tixe
�er��et�� �a��t��t�t� ��it�� ��f��r�. ��i� �efl�� i� ����
T�m�o���� f�n���� �Y�ail �� �re���d �t� ..��a�� �� ti�e f�n���g
gem���c� +��i�n���g tt�� �egk �.� ca�t �r� �rog��a� ���� �h�� tl�e
��g� i� �a�a��� c�v�gr�i�Y���� �a�d/�� �� ��� .'�i�e� �A ����►efl�
l��e����lc. ���m e����in� $h� -con��gu�t��r� �r�ao T�a�' �v�� ��g
��r��e. g��nov��� ��mp��a�y elo���� a�� ��pi����t�t ��a�l� b�
��b���i��� '�o �fle v����u� ���m� �id in ����. �ro��c�
�6-�6 t'� 3
p���a�alo T�eY��o�e, ne �e�a�a�e �aym�a� �Ha�l �e allvwed
fox ��� ���v�e� ��s�ei�t�� ���� �hb� work.
I� ���e o� g�.�l��� �n t�� ���t �� ��e �o�tr��t�� t� res�are
���� �rop�gt�y� to -r���e� go��• �u�t� �a�a�ge� o� �r��ury, tY�e Owaer
atay, u��n �� Hau� �a��t�er� n�gi�� u�de� o��b��r� �� ��ums�a��es,
ar�d �riti�cu�. nat�c� v���n � �ui�ar�e� �g h�,$�g�vus �o��.��ian
zesalgs, p����ec� �� r�p�i�; r�bui��, A�. otb��wi�� g���v�e su��
propeg�y �� may b� ������a�n�� by ��� Owr�er t� b� ���e���g�r
anc� ��e .���i� �hes�lay e�bll �� d�du�te� fg�m �ny in�a��� ��� �r
g� be��aa� ��� g� g�e C��t��c�o� �a��� ���� ��agga�to
e�.�6 4� 3 IN���EN���T� �OId��1����R o i� �� u��e���c��d ar�c� �g��ed
by g�� p�rtie� t��g�tA g��t G�r�tr�c��r ����1 p������ ab�,. �aa�k
��,� ��rvi�e� he�eun��� s� �n in����na��fl� �v�gr��t�r�, �nd r�o�
as an o�����gr ��en�, ��gv��� �g �ns�loy�� �f.tH� vanero
Can�ra�ga� �����. have �x��u�iv� ���tr�� ef �n� th� ex��us�ve
zic�ht� to c�n�rol� �H� ����ils �f a11 �t�� w���C �a�� ��gvace�
p�rfarme� 1�e��under, ��� �,11. p�r�on� �aer���ffiia�q �aa�e, aad
sha��, �e �v�e�,� g�spon�i��.� �or �Y�� ��t� ar�d ��i��ia�� �� i�s
o�����z�sa �c��r���, ��gv�r���, ��ploy���a �ea�g���or�,
�u��or�tr�,cto��. bi����e�� �nd invi����. ��ie �doc�rin� ��
���p�r����g �u��g�os �k���l flo� �spg�y n� b�tw��� ewa�� ar�d
C�r�����tag, ��� �����er� o a��r��� a e�plv�ee�, ��s���ae�o�� �nd
sub��r�gg�ctog� � �»d �nothir�� H�g��n �&�li t�e ����tsu�d ��
�re��.�flg � ���g��g�l�ag or j�ia�� ��g���s�i�e �e��a��� gr�s�g �ad
�e�gg���a�a
���6 e 12 e��YT��e���' ��t��P�P��������Y i��� ��►Fi�i�� CY��i►�M�:
C�n��act�r c�v�r��nt� ��� �g�e�� gao aa�� d��� ��g��� ��a��r�r�b�y�
�ol� H���1ess �r�� ����r�� Ow��ga i�.� �ffi����a. ag�r���,
�e�var��s, �sd �mp�.�y��� ��o� a�� a��i��� �r�� �t�. e�� e��a�� ��
�u��� �ag �����a°��r +������ or lo�s �nd/��. ��s����� ir��ug�'.
inc��ading d��tt�� to a��► �a� ��i �������, �f. wl������v�g kir�d ��
ck�a�act�x, �aY�e�I�er ��a� �� ������ed, ari�inq �ut �� �� in
connect�,ar� wi�i�� dir�ct�y �� i��a�����y, th� r���le. �nd ���vi���
�o �e ��g������ �i�g��r���� 1�y ��r�tr�c�oxa. ���� c���f���€�� a��nt��,
��������s � ���tract���, ��?�cont�acg�r� P �,i��r���e� o� �r�v��e��,
vaY��th�r or . r�o� cau��d, �� �f�c��e �r ia� ���g, �� . ������d
�ri�qbig�s��� o� �F�� ��5� �� ��.���e��� ������� ���va�a��,
���g��►�e�, ' c�rn���ct�r� � �u��an�g€��g���.o l�cea����� ��� . invi���s
�� , g�� ��►n�r� aa�� ��iei �aa�,ga�g�g ���s h�g��� .e�ve���� �nd
��rr�� �v ���ume� ��� .�3��i����.�s� ���p�n�.ibi�f��p �� E�+r��r� ���
v��i��g� �� ���n�.� m��r�ant� ��d �►����►���.. g�� pr���g t� .���a�� o�
�lo��,� �fl�/�g �����naF, ��ri�u��e�� �r���udaa�� d���la� �to �a�� �e��
�l� _ ������� �f wi��t�����r k��� �g ck��sa��.�� � ��I���i��g. g��� �r
as�er��c�,' a�i�a�� .�u� o� �r fa�� ���r������r� .�rit�, �irec�ly ��
ifldir�e�ly, t��� wagJe ��� �er�r��e� g� �� p���or��d h�seunder �y
C�t��x�����, at�� �����e��� ag�r��� e������e�, co��rac�.og�,
�u���n�r���ar�, Ibc�r����� ��� invi�ee�� �*h�tF��� o� t�o� c���e€��
���5 (�?
/
rt
„ s . ..
i� +�ha1� o� �r� ��g�, bg al�.���d a��gl�g�nce a� o�gicg�s,
�g�n��, �gg-v�an��, ��a���y���, ����gact�r�, �ub��n�gae��g�,
l��e��ge� �g i���t��� �� ��� �w��g. C�r��s�c�ag likewase
c�v�r��at� ��d �gg��� .�.�, a�� c���� iz�r���, ir����nix�► �nd hold
h�ga�l��� ��a��g fro� �nai ���ir���. �ny aa� �11 inj����s�las� ��
da��ge�. �o p����gty ��_ ���...�w��r.. ��gi��, .g�i�- ge��v���flc� o� €�ny
o� tix� �e€�� �nt� �e��iti�r�� o� gAi� ���ggac�, �rh�gl�er a�i��ng
�u� �i �g in c�r����t�or� � wi�l� �g ����al�ir�� €���, �� whole �� �a
�a��, �ny ��� �11 �����e� ���� �r �m���iaas o� officer�,
���s��, ���e��t�, ���lo����� ��r�tr�e��g�, ��bcon�g��t�g�,
l���n��s, o�. in�rig�+�� �� $!�� ���g.
� ��� �r� ��e eee�� -� v��e�g�en �la�� ��r c����e��� ���in�� g�,�
��n���c��� a� ��� �u��or����c���� ��a�r�� ►�r��e���,�d a� tt�� ti�►e
, �1� �ooxk �a tY�c � �ro�e�� � i�a� be�r� ���l���c� �� �t�� ���i��a����r�
o� ti�e �iseegor ��' g�� ����� ����rt�e��y �� . ev���r�c�� �y �
� f �.a�1.� in�pe��i�n, �gr��� pa�a�r�� �o ti�� �c����cto� �&�il ��� �c
s��c���na��� �� �he �ige��a� o� �i�� ���e� ��pa����n� ��� a
�egio� af 3� d��*� ����r �,F�� dag� ef ���Fi �i�al . ia��pe�����,
ur�l��� ��e Gor������o� ��.�1� �u���� �+��t�er� �vac��a��
��tb���e�vr��r to ��r� �i�e���r t���� t�e ����i� ha� d���n ��gg�,�d
�nd � �e]��r��� �as ���� �b���r��d ���� tT�e �g�i�nt invoiv�do
,�
� -_
�f th� cia;� ��Ace���d r���� u�����l�c� as �� the �x�iragios�.
�� ��� ���ve ���a��y p��iAci� �h� �a�����to� ��► �� •deea�� �o i�e
e�ti��,�� � g� a �����f ia�a� ����n�. £�r Worle ��a�ple���, • ��xe� .:
�e�������1 p�.y��r�� to T�� �a� �� ��ou�� ��u�� �a .g�� t�o�a�:;:
�ol�a� �m�ur�� ��i�r� +��.� ���� ��� ��li�� v��u� �g �fly ���g�r����.
��afYa� per��i�c� �ga�r��� �i�e ��r�tx�cg�� - �ri�g�� �u� �� tt�e�,
��r���m�r�c�. �f �u�� r��gk, ��� :�ucT� ��i—fia�si ������ ��y �h�n��:
be g���n�n�flde�. �� �fl� Di�e���g e �
�1�� ���e�to� �hall� �e� �g��omrn�r��l f��aZ ���ea� �� a ��R���cto�:
��ai��� �►ho�� �u�i��a ���i� �a� d�n����a f� o���t�ndi�� f�r a
p�z�v� �� �ix iso��k�� �a�1�w�ng �i�e ���� �of �h� acc�p��n�e o�
�I�e vaork ���formec�� ������ ��e ��n�r����g s��a����s e����A�� ��
wr��inq ��ti��m��ag� �o ��� �i����to� �i�ats �
im TF�� ��ai� .��� b��r� ��g�%�� ar�d a�e����� ��� beer�
ob��fr�ed . �€�� tt�+� c� ai�nt � ����l�ed� ��
20 �oe� •��itk� e���gt� T���� .b�e� ���� �o ���tl� �u�h
����t�fld��g el�i���� ��� s���.���d ��ith e���st�
�a��� f�#�l�do �
�i eea�it��� �19 ���v� �i� n�e� �� �ny �i�� �i�h�r� the ��� mo��F�
pe����, �ri� �i���t�o�. �h�ll rec�a���rl ti��� �ka� ����g p�y���t �o
�l�e ��s��8��eg be a�a��o �f c�����i�n� I�? abov� �� ��t �� �ny
ti�� �aiti�b� gh� �i�e ��►�� ��ri��3� �rie �i�����r r�a� ��so����
�ri�� ��� f����. .��ym�n� �� gi�� �oatsac�o�. �� ��c��. At ���
��—� �9)
�,
ex�bga�i�� �� �He �ix ����h pe��od ��e �irer.tog �y �e���anend
gha� �ifl�l p�y�en� be ���� �� a�� ag�eg w��k ��s b�en
-�egfogmed a�� aZi o�h�� o�li�a��oa� �� gh� C���g����s hav�
�e�a ��t �o the sa�i��ac�i�� af t�e �bg�c�o�o
��� �ir����� �y, b� �� ��e�� i� a�p���r3���, g�fus� t� ac�epg
�bd� efl ����r ��t�� �epas�m�nt �o��g��t w��k f�om a �on�r�ctAx
�g���s� wri�� a cla�� fo� d����e� i� o����andi�� �� � g�s�i� �f
��ork ���f�rffied und�r � Ci�y c���racto
C6-6 0 �3 CON�R�.�D�'� ��.gM ��� �����a ���uld ��e ��n��act�r
cla��a �omp�n���ios fa� any alle�ec� �affia�g� by ��a�on �f �i�e
a�t� ar or�����aas �� �he B�rn��, l�g �i��lg wi�Y�ir� ti���� d��r�
after t�i� ���u�� �u���ininc� o� �u�i�� �I��g�� d�m�,��� ��?�� a
wgi�te� �g�g���r�t t� �H� �sgi�►���, ���ting �u� �n ��t�f� �h�
na�ure a� gfl� ������d d�r����, and �n or b�f�r� �h� � � �k� ��y � �
th� n�vng�i �����edinc� triat in wi�ich ��y �ucYa �am�ge i� cl�i�ed
t� �av� �e�r� �u�tained, �H� �oatra�gor �hall �il� witla �He
�ngine�r� �� it�n�izec� �ta�e��n� �f � ��� d���i�.� and a�mour�� �f
�u�� ��l���d daa��ge �r�d, �pon s���ae��� �Y���� give t�� �r��ir�eeg
ac��s� �.� a�,l �ook� a�. �����,a�� ���e3p��, ��uc�i�r�, bb�.1� �f
l�di�g, �nd oth�r boak� v� ������ c�����n�ng .a�n�+• e�r�,d�r�ce ��
�e ��� amount c�i �u�� �,�l�g�€� �a�a,��o iinl��� �u�l� �g�g�ffient�
�?���� b� ��lec� �� �er��r�al�ove ��q����d, gH� ��t��r��_�,��' � elaim
fo� ���p�r�s�ta�n ��ail �� w��a��, az��i F�� �i�a�l n�� b� �����l�d
t�� ��yna�nt �r� a�count ��. ��c�i �amac��� o
�6�� o�� A��T[J�`�i��N�' �R �����.�,'���A� 8F° Pii��I� iJ`�I�i'����, �:'��o o�
�r� �ase i� b� ��ee��a�� �� �i��n��, ���� � �g ����g is �fl� .�..
���r�e� �1�� p������y +�� � �u��i� u�ili�y �r oti����, t�e �aid
p��p�g�y �h�ll ��� �� m�v�� �g ir������r�� �i��Y� un�i� �rd��°� .
�l��s�u�or� have b��a� b����� �� �h� ��gin�era � �'he r�g�i� i� �
r��eg�ec� �o gl�� .��aa��r� of �ub�i� u��lities ��a e���g �he
��ogr�pHi���. l�mi�� of tt�� �on�r�c� ���. ��ie p���o�� af �k�s�
�u�h �h�ng�s or ��p�g�� �a ���i� �r��ert�r tt��t a�a� b�
�������gy �y trie per�orr�a��� �� ��a�� �Ant��c�. .
�6-6. i� T��3����►R� ���� �1� D��N ��Y��T�(�N�a ��r� �e���gf�� , .
��ra�g ��n�� ��� �� t�e. ���e�n �p �?� ���vv��� �fle �e�gs����r
�h��,l � �s�. �n�� ��� � eaeper��� �nd ����� pr��ici� s�ad ma�r��a�r�
���a�����y ou�l��� ��� ���fl�e�i�a� f�r �a�l�� pria��� .��° . �ub�ic
d����� ��d �eweg�� � Tfl� ���tg��tar �t�a�l. ais� �ie�k� care �� ���,
�ew��� ��� �ra�r��g� �ah���a ��11 �� ��c�i��d �r�� �H�s� dr�ir�s: .
as�����w�g�, ��� ��g �hi� �ur����.�� ���11 p���b�� �sd
a��int�in� �� �i�� ���an ���� ��d e�cp���eo ���qu�te pa�np���
�����i�i��. �nc1 �����g�gy ��gi�g� or di�e�e��or��o
��ie Cor��gac�.og,.� a� E��,� �w� eo�� �nd ��p�n�e, sh��� ��r��g���g
�u�� �g���t��, pip��, �r othe� �tgu��ur�s�nec����gy, �n� ��
�����g��. at a�l �iffie� to c�a��e�� a� ���b�ag� �r�d se��qe
��-� CZd1 -d
���eaved ���m ��e�� g���oxa�y �on�ectaon� until �u�� times �s
th� �egman�n� c�ase�g�o�� ar� bui�� and �g� �r� ��gvic�a ���e
�xi��i�� ��va�g� aa� eonne�ti�s� ����.1 b� &e�� �n ��gvi�� �fld
�na�a��in�d u���r tl�� �or������, ��cep� �ari�� �peci�f�d �r
o���g�d �0 1�� a�andor��� �� ��� Ea��r���r. �.1 w���g, ���aa�g�,
�n� �tt��g w��ge ���.�1 �� �i��os�� �� �t� a ��ti��a�go�y ��nn�g
�o �I�ag �ro �����r��e i� creat�� �a� �o tk�st ��� �aoxk �nd�g
con�tr�u����r� wa�Z b� ��equ�i�ely pgate�g��o
bV�La�9 AI'�Rl9����LL\1 Fli�L L�����e� ���� �A�F�� �FJ1Y�S��G� �� �Ll�
�i�Xo Wl��n %t�e �ofl�r°se�or ������� �o u�� �3�� w���g �n
�or����gion w��g� ��� cor��g��.����n w���s, I�� ��ia11 �►�k� �amp�e��
�nc� ������a�t�r� a�r�ng�n�er��� wi �fl �E�� Fo�� �ToY�h G��y Wa�e�
����g��nt �r�� �o ��in�o .
���� wat�r �uxr�a�h�d .�� tl�e C��trsctor .�i�all be de�iv�g�� t�
��� ��r�������� �x�� � c�a�ne��i�n �n an ��i�t�i�� iity � m�i�io
�lI �ipin� ���uag�c� %��o�d th� ��in� a� ���iv���► .�h��� t�e
����.ag�ed by �h� �����a��o� a� i��� o�r� ���a�eo •-
T�ie �er��rac�.or'� ��������bilft� ir� �h� ��e a� al� �xi��ar�g
fi�� fiy�ra�� ���/�� �►a�v�� �� c3��aal,ed ia� �����e� �2-l0� U���
Q�° F�R� �%��I�N�S �R�3 �AL���. $� . ��.��e C���g�l Goa����g
������.�b�o .. - ,
�T��n �����r� �re u�e� �� �ea�ug�. tk�
�ny, ��g �aat�e� w�il b� �� ��� ���u�ar
me�er� ��e �og used, g�i� c���g
�g��c�ib�� by ��� -��i�y �rclirr�t��� P
����.i �� , ��ym�s� �}��i1 b� m�ci�
�s��la�f �ri�c3 �� ghe �iz���or �f
D���r�nent.
� �ag�r o . �h� ci��g��� Q �i��
��t���.���ed �a�es o � � ����:.�;�
e�, if ar��� �r��l be ��;-
�� �a��r� �� +�g����r�c�;.
�a ������,��� �nd r����,�
��i� Fa�� i�ag�I� �'����
�6�6o$i U�E �F F� ��C���N �R. P�����A� OF � �B�ICe *�enev�r�, �n
g�� ���s�er� af � �i�s �ngi���g p ��g �ect�ios . �r� ��g��or� �f t h�
wo�k a� �r�� �����g�.re �L� : ir�.� �u�.�a��e caa�clition, i� �€�y be pu�.
in�� u�� u��� �f�� wg����n ���3�g �£ �kxe E���sce�°, ar�� �uch
���g� �ii��l ��t � �i�l� ��o be. i� �a�� r��� �� .a�cept�r��� a�. ����
worl� o� �truct,ur� o�° ��� part th����� ..�g. �� a w��eer of �a�� �� �
�1�� pr��i�bo�� o� �k���� �o���ra�ct D��u�a��t�o �11 �a�c����sy
������ffi a��. g��ve81a �� ��� �����o� .. of tka� rrA�1e �o �ut fa��v
u��, : �u� �� d���e���� �����i€�1� �g workm�ri�Y�ip� ��u����r�.�, ��
�� ci��i�i�a�� ��������r�� �a� tk�� ��g�, e� �he .�or�tra���g, eh�l�
�� �p����r��d by ��� �or��rnctor �t Y�i� �w�a expen�e. .
� c�-���� ������►��o�'� i�������a���a�� ��� ��� �o�1C� ���f�
, w gi� g�� accep �n�� ��+ ��ie Owr�er ..aa �s���i��� _�e� i� tl����
��r������ Ha���ea���, tk�� r��g]r �hali �b� ur�de� tl�� ��ia��� ��,�
� �s�e. o� t�i� ��t���a�t�or, ��nd k�� .�t��li. �a]c� ���*��y �e�������
�x���uti�r� �a �����n� fr��ur�►. �s ,���e �o �he va��k �g ��y �a��
��—� �c��.s
t����of by ���boa og ��� ���men�� og �go� �n� cause
wH��s��veg, w���h�� �gi�an� ���ffi �he exe��t�e� �r n�n execu�ion�
og �He w�rko T�� ���gg�c��� ���la ���uil�, �e���g� g���Ag�,
��d mak� �oad at �a� ��� �x���s� ag� ��j��a�� �g �amag� �� ���
po��i�n �� ��� �o�k �����b�fl �d by any o� ��� H�geia�bave
c�u�ese
�6a5e�� N� WA�iT�� �F �E�� ��GH�So in�pectbon by ��� ��g��eer
og ��� agde� �y �h� Dwner by �a����� of �on�y �� ��y �����nt
��g ox a��e�t�nc� �� �ny work� �g ��� ������io� o� �b�e, or
��y ����e��a�fl ����� by ��� �ity ���1� a�ti ap�g��� a� a waiv�g
o� �ny p�oai�ion �� t�e ��ntga�g ���������o �� waive� of any
�g���� o� �o�tg��� �h��� n�t be ��1� t� �� � w�id�r of �ny
e���g o� gu��e��ea� �g���ho
�he Owaer ����gv�� t�� ��ig�t �o �o��e�� �n� e���g ��a� rna� �e
di�c�v�g�� i� �ny e��iffi��� ���g ��� ��v� �e�� ��f� a�d to
���u�� g�e �a�� �� rn��t ��� g��abg��e�g� �� g�e C�n�g�c�
Docu�����e
�6-60�� P�R���A� ����i�Y�Y �F P��L�G ��FI�iA��� �n car�yin�
o�� �h� gi��i�iofl� o� t�e�e Cofltx��t Docuffie�t� o� bfl
exerci���� ��y ����g �� �ut�o�i�y g��n��� t�e���nd��, t�er�
��a�l �e n� �iabilit� up�n t�e �u��o����� g�������gative� o�
t�� �w���a �i��er ��r�ona�l� �r ����g�i�g a� g��y��g� �gent�
��� repr��ea����v�� �� ��� �ity�
���°V a �1 �7SF]�£d ��Sa� �F2!►m ��• � �s�i1����r� O��b��� �� b��i �s��� ��
�a�t Wagg�, ��► or��ni��tion �atxbci� �u��.ifi�� ��r� �x�m��ion
��,r�uan� �Y�g provi�i��� �� �x�b��.� �4efl4 (�? �f tl�� �exa�
Limi�ed S�1��, ex�i�e, anci �Ts� ��x Act� tt�e �on��ac�o� �a�
pug�h�s�r ���t �� i�a�e �l� ��������, �upp],ie� an� ��ui��ent
u�ed �� �easumeai ar� . �fle ����a���.n�� .o� ��is �e�a�g��t by
������c� ��., l�i� �u������ �t� �x�n�����n certi����.g� �a �i��a o�
��i� �a�, ��id exe����ofl c���f �i��t� t�o c�mply wi��i S��te
Cat��g����.�r' � �uia�q .��i.� An�► su�t� e��m�tior� �e��f�i��te
i��u�c3 b� icri� �oa������� i� gi�u �f ��l�� g��c �t���l .be ��1���ct
�o - �r�� �Ya�ll �o��l�� ���� � �1�� �g��i�i�r�� of ����e eo�������r' �
����,n� �Qli� ��� ar�� ����g:.����icabl� ��a�e Co�gg�e���z
g������� ��rt�a���ng ������� ��xa� �i�,���d 5����, ������, and U��
�a�g ���go . . � : .
�r� a c�r��r��g ��vr�rd�� by � c1��re�,���g� �o� �F�� �ar���g���ion �g �
����i��y���rrted ���g����r��. i� � ������ ri�?���a��w�� .�s� .o���g
����m�r�� wt�ic�i �a� b�e�. �����a���d �� th� p��l�� ��� ti�e �ity
o� �c�z°� wA��F�o .�r� ����ai���ei��a �a���� qc�al����� f�� �����t���r�
pu��uas� �€� t�� �aro�ri����� �a� .�x�i�1e 2Q.o�� t�i� �� �h� �ex��
�i���ee�� ���,es, �x�f��p ��� ��e ��x ��tQ tci�� �or�����tog c�r�
p�obab].y b�� �e�ser�g�e� �� .�He �a��� �anner s��g�� �b�v�o. �
���� {12l
�
:�
� � •_ � --. .� .. -.- ,= ;` ,- . � __� .. . . . . .
. �imi�ed ��le, Ex���e ar�c� �T�� ��x ���mit� aa� in£ox��giot� can
be obtaine� f�om:
. ��m��t�oli�g �f �u�if � A�couag�
� - ��le �ax �ivi�ior� '
.. C�pita� '��•�tioa . . , , . . ... .
. �i��t.iri, 3X
�.� �
0
�
`i ,
1
. ��
�
1o��F ���d �
�v
. f�
� � '
��� � � ��r�� cata���ag��
�7-7 ��DS��UTION �iPID PR@C�R�S�
�����o�a ��o� ������u�i��a r�n ��a����:`:..... .. __
c7-�i o 1�u��, �Ti��o ��e �vatga�t�r st��l� pe��ogm �i�i� i�i� own
�ggan�.�a���r�� �n �i�� t�� a��i������ �� ��rl���fl ����r h��
imrn�c�ia�� �up�gir�t�rrd����, raork ��, � �.�.�u� o� �o� ���� ��ar�
fi�ty (5��} p�r��n� �� tF�� �ai�e �g���� ir� �T�� �o�a��a��e �f
t�he C��tra�to� ��b���� ar�� �agt �f tric �a��°k to b� �or�� under
��l��� �Of1����$ 80C1U�l�19��� �E M�,��,� ��� Ufl��� �I1� ��g�F3ffi���l3G��
b� ���ieve� c�� �fl� r��pan������Lg� �ad ��l.�gati�n �a�ume� un��g
����� ��r��ra��, Do�ua�en��o All. �g�a�����3�a�s �� �1�� ���rir���g
wi 11 �� � wit�s ��i� �ont�ac�o�. �u���r��g������ *���� b�
�ar�sid,��ed ��i� �� ��� ��p��i�� �� �I�y��� �r .�rork��n o�r t��
��r�t�°a�gex a�� ����i �� �ub���� t� �.i�� ��� r�quir�er�t� a� ��
�h�r�e��� ��d �����t�fl��r. �t�� �ra�e� fa�il �o� �ecogni�� �n�
sub�a��g����� �n tY�� w�g�. �t�� �o�t�ae��r r�ha1Z a� ���, gim��p
v�h�n �He w��le i�� in o�eg�giefl, b� r�p���er���� �i�F�e� in per��r�
�� �y � su��rin��nder�t �r �i��i�g �e��qn���d r��r��eatati���o �
�9�ia � A����F3R3�P�1 �� ���I��A�l o . _��� ���t�ffi���g .���il �o�
���ign, �������€r �u�b�t�, co�veyo �g ����g�i�� �i���s� ��.�th�
coatra�� ag 1��� �i�&g�, gi�i�, �� ir���g��� i� �t �o tl�� ��am� .:::
or ar�� ���� ��i�g��� wi�ho�� ��e gg��i�g� ��a��n� �� t�� ��r�eg ��:
e�cps��s��� b� g�����$��� �f , tt�� �it�+ ����i� �nd ��n�u�r�c�- inY.
�y ��� �ug�t�e�� . � . .
�� �H� G�ntg����g� ����o �ig��u�. �u�i� pr�vi��� ��n��n�o ��sign,
� gg�����ra� aui���t, ��nv�y� a� �th�rwi�� c�i�p��� �f �1�� ��r�tr�ct
,'. �g i�i� sb�t�t� tit��, �r ir��e�e�� ��i��e3�r� or any p�rt tY��r�oi,
to �r�y pes��r� �� p������r. pa�����ei���� co�pa�y.a ��ra�, ��
; � corpor��io�a, o� ��e�� �� �a�kr�p���, v��ua����y �r in�rolu�t�a��►Q
v� by� ���i�nmen� un��g �i�� in�v�v�n�y ��r�r� �f � ��y �t�t�.
' �t�.emg� t� �i����� �� ��i� ��r��g��� m�y� �t tY�� ���i�� �f tri�
Owner be .���rokr�� �n� �z�r��,lled r �r�le�€� �i�� �ur��.i�� �ha�.�
�uc�ce���u�l� �o��la�e ��id �o�fi�rsc�� �na� �� the ��erat. of. a��
�uch rev��a���� �� �,��al�n�� a�� r�o���s ��e �� �o ?�ec��e �r��
unde� v� b� v���u� o� �a�� ���$���g a�i�li b� �reta�r�e€� �y� ���
j O��g �� �tquid�t�d e1������ f�� ti�� zea��a� �t�a� it :weu�� b�
, �������i��ble �nd ��������� .eli�ficu�� _to �i� �}�e ������7�
���g �� e _ .
, � �i-ia3 ��3�������01� �F �'�� �O��a �gi�g �� E�egi�nin� �r��
�-' _ con�����gi�� ���g�gi��� ��e �or��g����� ��a�,l ��b�s�� to �h�
�r�ginc�r . �,� ��ve or� ��re copie�, i� requers�ed �y 't�i� ��g�a��€�
� � a pro�r��� � ��fl���l� �gef�re���� i� ����� �g . ������� f �g� � �� �
�. .brb.e� ����.���r�� f� �e�.sb� ���. �t�� ��+ ��.ep th� ra��fl�g ��f
�
�707 I1?
�.
prose�u�in� th� ���k aa� �s���in� ���eri�l� �n� egu���en�
����� �e exp���s �� €al��w �n a�d�g �� ea�p��te �he ��ojac� ��
g�� ��������d ����. �her� �hai� ���� be �ubmf�ted a ���le e�
e���m�ted a�aufl�� �� �e �arn�d �y the �on�Y��tor ����n� eactY
�s�nt�ly ��tia���� p�gi�da --��-� -- - ... • .. . . ... .
�fl � Coag�a�tor �i�a�� �������e the ���k �o be �eg��rmed uader
�l�i� c�r�tr��� wb��i�fl th� �im� lambg ���t�d a� �i���� �or��ga�g
���u�rent� and s���� ����u�� tk�� ��g1� in � c���isu�u� m��fleg
and w��i� su��ie���t �C�11��II1�fl$� €���grial�, �a� �,Sb�r a� is
r��ces��gy to �s��g� its �����e��er� tdittai� tl�� g��� l��i�.
��g sequ�nce �����t�d �f �11 �or��t�uct�o� ���g�ti�r�� ���gg �e
�t ali �i��� �� �p��a��'a�d i� �.1�� ����i�g �on��s�� ���u�er�g� e
Aa� ��v���ion ��r�r� ��u,�► s��u�ncin� ��i��i b� �ub����e�. �o �fle
�r�gine�r fa� �b� a����v��. ��n�rac��g �t���� r�o� pr��eed with
�r�y ��viati�a ur�t�� �� i��� re����e� e�i���n app�v�a�. �ge�a ghe
�r�ga�xe�go �g�2� s�ecificati�n �g ���r�v�� b� �k�e Er�q�n�er
�H��1. ac�� �egi,�ve ��� �or���a�g�g �g�n� �.�e �tail ���������b�a�y
�f �.1�� c�mpl��� p��f�rman�� �� �F�e �o�►�g���o
��ne �on�r��� tim� m�y •T�e
Ci�7d� "Ex�en�ban �� Ta�
��� a ��ogge�� ��Fi���.��
C��3'�g�G� $b�t�.
�1�a�g�d on��► a� set ����H �a �e��ien
� ef �omglegi�ap �� tl�i� �qr��ment�,
���11 r�o� ��a��itut� a ���nge �� trie
���'i e � L�A9��A��ON� ��° �P�RA�i��l�a . �fl� vao�l�inq ope����v��
�fl��l a� ��� time� �e ����ucie�d T�}� g�� ��n�x°�cta� �o �� �o
��ea�e � a�inini�� a���r�� �f in�or���r�i�n�e t� the ����i�o At
�ny �b�� �rHer��, �� �fl� �u����z�t o� �H� �'n�in��rp ti�e �ofl�ga�t�r
�F�as o���.guc��� og ������ �r is e��g��r�� on ��aer���o�� in a
p�gti�n �� ������� �g ������ �*ay g�e�g�� gh�r� i� nece��agy
��� tt�� ��g��r �x���ga��n �g �H� �r�rk� ��� �n��.t���r �ay �e�ubg�
t1�� Caatr��tor �a fini.�i� t�� ��c�bo� �n ��ahicl� ��era�ao�s ��e
iri..p���g��� 1���og� .�h� �a�gk i� ��������d on .�ny �c���gia�ag
���tfon �g �tre��o
�i�i o a ��1��2�a���� �� �D�i�A'i�P3 � �����F+�I�e %���al ����� ��all
be ���� b� +�h� ��r�t�sc�o� �� ��rt� �bl,�o � ��a� �or�����t�� �ra�
�g�.r�� �r� ����� ou����� ��e� ����+ o� P'��� ��g%1� k�i� k�y men �r�d
i�i� �up�g�r�t�r�d�r��o �11 ogh�g �orle��r� � ia��udi�ag �quip���t
ep�g�tor� � ���► .b�. f������� �a�l� �,��gg t,�ae .loc�l. ��a�p�y �s
�xl�au�����m �l�e ��r�t���tor �%��1 �mplo� �ot�ly �uc&
��,��rinter���n�e�� ��g���a,..��d wa�k�e� �aho are �a����n�,
�o�p���r�� o . ��d ��i��► q���i�i�� �a ��gf �r� .g��.. �u��e� �g t�s�k�
���iQ��� ��e tk�e�, ��� tt�� -��t���r�e�� .�a� ���� r��� ���uz°� ti�e
�ummar� .����ai�sal o�, �ny ��r�ot� �� �e���r�ffi ���1���� by ��e
�o������o� �,� v� a#�a�.t �r on ��� w�rle w�r�, �s� �h� ��ir�iv� ��
ti�� �w���, �hall �����ncluc� l�im��l� �� 1�� ��u�d �v ��
bfl���a��g�n�, c������p�ct��ip ir������rat�, di�h�r���t, �r
�7�� ca�
�
o��egwi�e �bj��ti�n��l� �� �����e��ui �n ��e p��per
peg��x��n�� d� �i� ar �heir du����, or ��o a��l���� �� refu�e�
�� �arn�l� ��g� o� ����� �u� ��� �ire��ao�� o� t�� ���, and
���� pe��An vs p����n� ��al� ��� �� �m��e��d ag�in gh�����
�i���u� r�rit��n ��ns��� of ��� �n�i���g.
�11 ��r}t�en �h��l ��v� �uff�c��a� �kili, �bilfty, ��d
�xp�raea�e �o �gv��g�� ��g��rffi �h� w��k a������d t� �hem �a�
ap�x�te a�y �qui���nt n��e���gy �o �g����ly �a�xy oa� t��
��g���man�� �f ��e a�a�g�ed d��b���
��� C�n�r����� ����g.����i�h a�� �i���in An ��� �v�k all ��c�
�quip�eag a� i� c�nsid�g�� t� �������ar� �o� �ga��e��b�� o�
t�� work i� �n�sccepg�b�� ���eg �fld �� a��ta�����ar� ra�� o�
p�������� A�1 ��u�p����� gae��, a�d ��c������ ���� ���
h�n�1i�� �at����l� ��� ex����ing ��� ���� o� ��� w�g� ����g ��
gub�'��g �� ��i� a���o��� e� ��� ��c��nee� �a� ����.� b�
�aa���san�ci �� � ��gi����t�ry, ���e �fl� ���i�i�n� wor&bn�
��fl�i���r� e _ ����b���nt �r� �ny p�rtion �� ��� w��3� �h�l�. be . �uc�
�F��t p� f�aur� �o �h� w�.�}c, ���i�en a�e acl��c�»g �g�p�g�y wi��.:
g��ul� ��a�n �g� ���o
�7-7 e 5 �Td�� �����II��. ������d �orlebr�� ��xg s&��� �a� ��mpufied. ....
���g�i�� va��F� h� ��g�� ��� �� ta�rk ������g�� �� d��$��� i��i
Clo��. �� '°WOi�IC�R�� �1��'° o� �f�e ���� �i��pul�eg�� �n ��e ��7�R�C .
���R" ��� be��rr���g wor�C, arh�e�i���g c�n��s ��g��o � .��..
�T�triar�g i� �h��� Ca��x��� ���um���� �F���� b� ��n��.r�aec� a�:,;`w�,
pg��ibi�ing ��e ����g����r� frorn warkb�� � �fl ���u�r�ay, �uac�s� c�.�`: °.:
�,egal �a�iday�, prov�,d; r�� �fl�g ��� fallo�ir�� re�u�gerae��.� ar��`:,
�e� a f::
�o � r�qu��� t� �orl� ot� a �g��i��'�
����� ���id�y 'asu�� b� �d� �e �h�
���r�� tri� pr����dir�� �t�a����g.
���urd�y, �und�y og
���i�e�� n� l���s
�. ��y �a��le '�o b� ��r�� �n tl�e pr����g �� �u�i� �
���cifi� ��.�ug��y� �un��y �� i�e�a� �e�����r ���t ��,
ia� th� v�irai�aa vf �he ���i����, g���fl�i�]� .�o �F�e
������ �������i�i� �f the p�����ga .
�k�e ��g�r����'� ��ciai�n �1��i1 �� fi��� i�a re�pori�� t� �u�H� �
g��u��t� ��� ���g���� �� r���k o� � �p�c��bc 5����d��� �S��da�y �g
����1 �ol����o � ��d �� ����� e��p��►�a���r� ��i�il b� a�l�we� g�
�i�e ee�gg��t�s� ��r �r�y .work p����g��� . �� �u�� � .�p��if i�
S��u�cisy, �u���y .��. ��g�� �o�,idayo � .
�g�.��i�a� ��ys �k���l �ae de���ec� �ri ��,��.�� �r�cl tl�� �on��8��ar
�ay� ���k �� 3a� �� �esir��. . �
�i�i L3)
�.
�7-i.� �g�� �F CDM��������T �N� COMP�ETI�N: ��e ������e�or
���1� e�m��n�� the w�gk�ng �pe�a���ns wi��in �fl� ta�e
-spe�z���d ia gh� Ca�t��c� Da�um�a�� �fl� ��t f�r�� in ��� ���k
�sde�. ��i���e �o �� �� �ri�l� b� ��n�i��g�� �y ��� �w�e� �s
abanc�en�en� �� �h� C�n����� bx.. �h� -��n�g��ta�...��d ��e �aa��
may p�����d a� f�e ���s fito
�fl� �os�rac��� �fl��g main���n � rag� �f �g���e�� �u�k� �� c�i�b
bn�uge gfl�t t�ie wF���e wa�lc w��l �e ��g�,g��e� and ��i� �r�naise�
cle���d �� ir� ��e�gdar��e �af t�i ��i� �ont�a�� �ocu����s �nd
witixba ��� ti.m� e���bgi�h�� ir� ��.�1� dae��ents �r�d �uc�
extensi�n �� time a� �g b� pg���rly �uthori�e� b� �he i?�wr�era
C7-i. � �X��i��g�id �F .TIM� ��A������P�d Ti�� ��atr�e�e�' � ��que��
��Ar an ex��r��i�r� o� �i�� of ���������a �Y►al.i �� ��n�ider�c�
�a�� wt��n ��� g�que�� �a� ��a�� ex�e��boe� i� ��u������� in
w�i�a�ag to �1�� �ngin�e� �aithiz� .�ev�n .��ys �r��m an€� ����� tt�+e
time ��le��� �au�e v� d�lay �F����. F��v� �c�urre�e �riould �a
�xteflsi�� �� th� g��� �i compl��i�� be g�cg����e� �u�i� ��que��
will be �o�wagcie� t� g�� City �et���f i�a� apprav�l d
�n ���u.sgaag �K� e�r���ac� ��it�� €�� c�aaple�ion o� �aogk,
con�ade�agio� w��Ll b� �iven ge unfor��e�bl� ��g��� b����c� ���
cor�tgo� �� ��� wi�i�cau� �1�� �a�l� �� r��c��iQene� �� �h�
C��t�ae��g, �.��l��ing bu� ���aited �o ��ti� o� �Y�� publ�� ����y,
��ts o� tlxe ����r, �'bg�, f1.00�, t��a��oes� �����mi��,
�uaran�i�� r.����i�ti�n�, �gg�k��, ���i.gf�t �ag�oe�, a�� c1��ays
�� �ui����r����c���� du� �o ���H ��ta���.
W��n �I�� da�� �f ��mple��€��i i� i�ased �r� a�a��r�c�a� ���► t�a�, �
�ec�u�st for �xt�n��or� �f tim� �e��u�e �� incle��n� wea���rr
wa�� r3�g be ��r��ici����o A�eq���t �o� �xt�n�bvr� ef t�,me �ue
t� i��bi�i�y to oT�g�ir� �up��i�� �a� ��t������� w�ll lae
�A��ic����d or�iy �h�� � �e�ie�r. �f t�e ��nt�����g's p�.��l�as�
ordeg da�c�� afld o��ie� ��r�i��t�t c���� ss ���u��t�� �y ���
�r����►eer �n�i��t�� �h�� ti�� ���trae��� , t�as mad� � bc��af b��
�g����t �o ���u�e. ���i��ry ��� s�l������p Ti�i� �Hal� ifl�l���
e����t� �� ��ta�� �ia� �uppl��� �r�� ���e���,�� i���€� a�te�r��.ge
sour��� f fl e��� �t�e �ig�� �oia��� �an��� : ffia)c� ��lir���ey a
if � ��ti����t��y �a��cu���r��. �.��ad .����1,���0� ��-��,� �r����c�
�F�au�d r��uare a��k ��� �a��r�aL�� .ir� 'c�g��te� ���un.�� or
��ar��a�i��•. ��t��n ���i��� �e� �art1� ��� ��e ����a�e� ��nt���t
��cuz�eag�, �F��� tl�e ��ntracic ���� n�ay b� ��������c� ��� �i�aag�
�gd,er a � . . . _ .
���i o � ����a�� s �Y�e � ��nic��e��� ��a�l r������ no ���p�r����ia�
fog �eb�y� �� i�in�.g�n��� �� �2�� wo�k, ex��pt. *�I��ri dfreet ���
���v�id,abl� ��e���. �o�� �� ti�� �o�stra��ar is ��u��c� �y gHe
����,uge �� tl�� C��y to �rov��� ir��or������ �r ���e��al, f f
�7-� (4)
�1
�; -ti .: ; _::{ t. ' _ , ... � �� �' .-- - i --�: W r •' , , ; . . .
�" t _ . • , . .. • • y . . . ' _ ..
,ti
any, wl�ich i� to. �e �u��a�fl�cl �y tY�e ��g�o N��� ��cY� ex�:ga
eamper����ion- �� c��im�c3 � wr��ten �tffitc���r�� �h�re�� �F���� be
�g���at�� �y �.k�g �o����e��r �� the �flg�r���r �nd if b�► �am
f��n� ��gr��� ���g� b� ��pr�ve� �n� re��gg�d b� ��n� to tri�
�o��,��� f�x �iaa� ���rov�,3 a� �����p�ro�aly �n� ��� �c�ior�
.. �H�geo� lay t1�� ��u��i1 �l�sl�� .me�--�����g-- ��d T��adir��. �f d���y
i� ��use� �y �pe�if�c or�egs ����s by ��e �ng�r���g� �� ��op
vaa�k, ox �y tHe ��x���ia���� �� �xtr�n w��1�a �r �y tl�� fab��re
�� ��� �i�y �� ���vid� m����i�� or ��������� ���t�u���.on� ���
�arry�ng o� �k�� �aork� �.Y��r► �u�F� dela� w�g� e�t�.�le �k�e
��ntr����� �a afl �q�iv�l��� ��e$�i�n �� ���u�� i�i� a�pli�a�ion
��� �al�b�l� �h��,g. .����v�r, b� �u����t �o �t�� ��pro�*�1 0� �h�
�ity C�unc�lg �ncl n� �uct� ��t�r����� �� ���� �i�al.l. s�l.���� ��ie
��nt�r���o�e o� t�� �u��t� oa i�i� p�������r�ce be�� ��o� a19, �i�
�bZ�gati��� F��g��r���� r�rl�i�l� �1��ii ��n�in �x� �ugl �or�e �agil
�Hc �i��t��r�e �� �i�� ����ra��m
Ci�� d 1D ��Ai� ��' �O1K��,����Al,: �h� �f��, �f eo����tio� i� �r�
����nt��� ��.�m�r�t� o� �i�e �or�t����o ���� bidde� ��t���l i��a�e���
�n tt�� ��pr�pr���� ��,��� �� �t�� ia�t p�ge o� gh� �ropo��� ti��
�u�nb�g �f v�aork�a� ���rs �g ��g�nc�n�� ��y� tha� %� �i�l f.��u�r�e
t� ����.� cvm�le��� �i�i� ��n�.rac� �g tt�� t��ae v� co�ple�b�� �aili .
�� ��e��,�i�d by �i�� ���� �a ti�e �g��e�a� ������n �f tire
-eoagg�ct ���u�u�nt�� . � �
-,T��� n���e� �i �ay� ��a��,e���d ���11 b� a �eali���� �c�in�a�� o�
�F�� ti�� g�c�uir�d to caa�p���� tt�� �aoxk c�derg� �y �F�� ���ci�ic-:
co������ b���c� �i� g��n. �%� �mvun� ��.g��� �o �ta��� ��.t&�;
�u�ce����.� bid��r or $h� �i�y �r��,� ���or�e �T�e ��nt� .��'
��mp��tbor� ����ifi�d in �%� CoRggac� ne�u��n��o .
�'or e��� ���er��a� ��y g�i�� �a�y *�o�k �H��.� r�n��r� �����sple���
��g�g tl�� ���� ����ifi�� . �r� th� G�ntract �o��r���t�, �r gH�-.
�r��gea��� gim� ����tecl by �1�� B�r�e�a c�g �� ���om����a2��y
inc�e���� by �dd���o�al ��gk �r ���e��a�� or�e�r�� ��g�r �F��
��n��a�� i� �ign�d� ��Se ��.� ��r d�y gb�r�a ir� �i�� 5�����+ir�q
��l���u��, unle�� o���g���e ���ci��e� �n �ti�e� ��g�� �f �k�e
�on����t �oc�ffi����� ��g� be �������d �ror� ��ai�� rl�.s gF��
��fl�rac��g� ��t �s� � pe�����e tat�t �a l��ufd�te� �a�����
��,gggred b� th� �*n�ro .
���iT �� ��h����
� S�OQ�
$ 1�00��
�� 25����
� ��,��1
$ g����0�
��� tt��a $ a � �00
t� � 15�OOa
�e � �a, OC�d
�o -� 50,b��
�� $ 1Q�a�9�
t� $ �flflo�D�
�7�i (�)
g��l��iv� �
ffi�����i�� ;
�n��tx��v� S
.fa��lu�iv� �
ir��lu�ie� �
fr�cl�.�iv� �
3�.0�
����0
�����
g�ae00
�����0
�10�a4
1
$ �00�00� ��
$�,aoo,oa� �o
��,00a,00i ��� e���
$1,000,000 in��u�ive � �3�.00
�2,000,aoo ��������e s �zo.aa
� ��o�aa
��e ��rt��s ri����A un��r����� �n� ag.r���t��
�i�� eaus�� �y �fl� ����g�.����' � ����y �.� ���
���eu�d�g �fl tt�e tir�� .�pecifi�cl by �i�e ��
�a��bd �� in�a���l� �g ���g� �fffi�u�,t of ac�u
a�� ti�at �h� '°.���u�� �� Li�uid�t�� ���a�e�
eut �bov�, i� � ��a�a����l�. �og����t �� ����
��� �ity ��ae t��r� c��a��� �y an� ���,�ya
,t- any h�rr� �� tt�e
��eting �he w��k
r������ �a��n��*nts
rz��e e����a�ian,
P�� D���' i �� �e�
�9ffi��I�������t �LY@
C7�i o 2�� ��T�P�t��i�R� �� �OCTRT. O���I�s �'F�� ��r��g�c�a� ��a�l
su�p�r�cl op�r�gaor�s �r� ���i� ���� o� ��st� of t�ie �a��k v���r�d
by aay c�u�g, aa� wi�� n�� �� ���itged g� ���a�a���l
compen�a�ion �y vir�u� �� �uc1� e��g� �gd�g. t��it�h�a� w�ll �e
be �.�,��le �.o �h€ Gi�y i� �i�� �veni� �1�e wosk i� �u�per�ded �y a
Cou�g Ogci�g o N�i�rier wi��, tl�e Owne� �� �i�b�.� �.o �Y�e
�ont�ac�or �y v�x�ue �� a�y eou�g �g��g �� ��ti�n ��� arh.�c�
��� 6�ra�r a� t��i� �al��y ���po���bl�o
��� / . �6 1i��J���'lr#�i ��►7SS�LVC7�ViVe S�� ���g ����b ii��� ��� �i��{.
go �uspenc3 �?�e wc�r1� op��atios wi���,ly or iti p��e� ��� �uct�
pe���d or �exag�� o� time �� h� may �e�� �e��s���� ��� ta
un�uitab�e �a���H�� �a�db���r�� �� �r�� at���. u�f�v�g��l�
c�nc��gion� w���� �� ��re og3��o� o� ��e �a�g .�� �ngi���g ���se
furg��g pzo���u���r� +�� �i�e wo�� g� �� �������f����gy �g
d�trar�est�� tA ��ie � i��er�s� o� ��� �g�����e �u�ing t���orary
sx�s�en�ion �� w�g?� ����g�� by t1�i� �or��.��e�. ��g ��y ��a�an,
�H� ��aner wil� w�k� n� �xtra pa���a� ��� �t�nd-by t�me o�
cor��t�uc�ioa ��u����x�� �r��/�� cvn�����ti�n��r�w�o
�� it �l��ald b��o�� �������ry �,o �u�p�st� �o�k ��g �n
inde�a���� �����d, �h� ��a��r���c��.��a�l ����� a�l ��������� �r�
sucH ��n��� �H�� tl��y wil.��.�o� ����gu�� or ����e �h� ��,b�ic
���e��ss�gi�y nog b�c�m�e d����d. ia �ny raay, ar�� l�e ���11 g�?��
�v��y pr�c��a�f�o�i �� ��e��r�� ����c�� a� ����gi���gf�n �f �i��
ar��l� ��r�o�m�s3; �e ��a�q ������� , �uf ta�l� �������e ���u� tt�e
v�agk, �n� e���� g��o��gy ��gu�g�g�� ar���� ������ag�.
�hAul� ��e ��r�����t�r �at b� able �o ��offipg�t� � p�rtfor� o� ��i�
�ro�e�� ��� �t� � cau��s �eyo�� ��� . �o�trc�i � o� _ �r�d- wi�t�o�g g�ie
��u�� ag �a�g�fq��ac� ��f t%� �or��r�c��� �� ��eg €���� �3a�
������a�r� �i��. � �������A�a �� ��� ���i� �� co������o�, ���
�ho��,� it b� ��g�g�����: by a�utu�� ���ae�� o�� �f�e ��r������ar
��� tt�� �����r��g ���� a ���utior� ��.. alloar ��s���u�g��ra �o
p����ed is �ao� ����1���� *.�i�iain n ��a����bl� �erao� �� �ime,
���n tf�e �ar�������g. �� �� �°�imbug��cl .�og ��i� .���� .�� �o�r�aq
fli� equip��fl� ��� �F��: ��b ��� �e�ug���� �fl� 8������gy
eg�u������ . �o the joi� :*��en �� � .i� c��g�rmir�e� by' ��e �ne��ir���r
�7-i . i f 1
�
�� , • - . , .• - i . � �. .. '' R . ' '�'• �+:" _. �y� . . ' r
�,}�a� c�na�tsuc�fon ��+ �� g��ume�a �ueh g�i��g�emea� �h�Il be
b��e� �n ac�ual ��a� to t�ie ����sa�g�s o� �eving ��ie �q�i�m�ng
� ��d no ����i�e �ril� �e a��.��e�.
�a ���m�aur�er�eag �h�l,� �� ��loar�d �f ��� e�a����nt �� ��ve� �o
��t��h�� cotx��gu��i�r� �������• g�� th�•� C��� �� ���t "�og�t�Q
�i�e Cor��g��t�r s�i��� �ot �u�ger�� �a�rk �+�t��aut r�itt�n r���i��
��o� �k,�. �ngfr�e�g aa� �ah�l� pro��e� rt��� ��i� woxk ��er�.�i���
�ra���I� *�h�€� �a�f��e� by �&�. ����a��r �� �o ���u��
ope�agien�o �
� 7-� m� 3 T��I�4�I��T�ON �� ��1�T�ilACT D�� '�O N1�T�B�l,� �?�����1��Y a
�TH�ne��r� ����u�� d� F3�t�o��1 �r�����n�y� �� A�cla�e �� �H�
���sa��rnt�. �� tY�� �8a$��� . ���t�� �� �the� l�c��u1 �u�h�r���, i�
b��ome� ir�p���ible ��g �he �on��ae��r �� ol����� ���. o� $h�
n��e��ary ��bor� ����ri���, a�� �u�pm�nt.f�x �H� pro�e��gi�a
ag �i�� w�rk w��% rca����b�.� �ent�ir��f��� ��g � geg�o� �� tw�
mo��Y��, tl�� �oa�g�c��� ����1 �►���i� ��ve� c��a�� n�ti�� ��g City
�� �gi��aq,� gi��ing� � a���a���d ���,g����t� o� ��i� ��for�s wh���i
Have i���n ma�� �fld .�g�ging �1�, a�ec���sr�+ �.���� af �.�b�g.
��.ter�$g�, ���3 �qu��nn�fl� r�og ���.��n��i�. �f � a��e�
�ave��i��tbo��, ��� �w�e� �i�d� �h�� �uc� ���c��ti�n� �i��i�a�
�n� �Fi�t ��� ia�8bi1��� o� �t�� ��r��ga�tvr �� pg����t� �,� ��g
att�r�.�ut�b�� ifl� �l��i� og �n par� ��� t�� f�talg �s n�gl��g ��
�l�e ���tra��; ti��r� i� ��e ��� c�r�na� �ft�� r�a��a���� ef�����-
a����t ���� ����rae�a�� ia ��o�us�a� ��c� r��k�r�� ���ilabl� gF��:�..
fl�����a��� ��bo�o ����i��� an�i ��uigmefl� r:���&ia� ti�irfg ��y�.�,#�
gric ��nt��cg�� �y req�ae�� ��ie. ��� �� t��ffi���s�e ��� ��n����g...:.
�r�d �h� Orar��r �ay con�p�� witi� tt�+� g����st r.ar�� �g�� t�rffiar��g��n
sha�l b� ��n��.tion�� �fld b�sed up�n a� �i�ag �e���.���nt
��.�u�l�y ��c�ptab�e �e b��h �ti�� O�afl�r at�� �F�� �os�ra���g ���
� ���� ���m�n� ���7��, b� ��� �a� ��coz�,at��� wf th ��e g�gm� ��
tix� ��g��c� �����,�m�n�� r����h ����� �,n������ bu� r��g �� .�i�ite��i
�o, tt�e pay�ea�� �o� � ��� . ��rle �a���ute� b�x� �� �r�ta�������
prc�ai�� or� �a��� �aT���� h�� r��t I��r� ��rforffie�o
CT-i o�4 �IIS��1��I�A3 O� 1���I�l�t�� ��" �� ��� � Af�PT�J�Y�� O�
C��I��R�►c�'s Trie aaos� ���g�e��ns. o� ��os. ���+- ���on ���
���tioe� �f �fle ��g� .ur�cl�r �o����a�t, ��a].� �� �u�per���d
i�eda����y ot� e��gg�aa ord�r ox �1�� ��nq��e�� �� ti�� �o��g���.
rn�y . �e d�clag�d" ��r�celle� �y ��� C�,�y ���r��i� �or a�y ���d �nc�
������i�n� eau��. �i�� ���low���, by raa� �f �x��pl�� '��t a�ot
�f li�ita���r�� a�ay. �� ���������d .�gx�u�d� ���e �������ion �s
can���.��t fo�� , .
ao �'��l�g� �� .�h� Cor���a�t�r �o ��n��aa�e �ogi�
vp����i+�a�� �ri�k�ir� ��� ���e �p��i�i�� ia� �h� �7�rk
Dr��g i��u�� �v ��e ��r.
c��� t��
�
�. S���t�ng��l �vad�nc� t�a� pxvgr�s� o� the work
op��a�i�n� by Co��Yaego� i� bn��f�i�aeat �o
co�pZ�g� ghe �a�� wit�in ��� �pe���b�d �i��o
�. ���l��e af t�� ��ntrac��� t� �g����� afld ����ta��
suff����n� ��m�g ��� eq�ip�en� �� �g���r�y �xecu�e
�he w��k��g �p���ti�a�a
�a �ub�g�n�i�� ��i����� gH�g th� ��ntr$���g has
� �b��do��d t�� w���o
�o ����g�ntia� evi��n�� �h�� ��� ��n�g��t�g ��� �ec�me
���o����� �s ��a&g���o �g o���r�i�e �ie�����bly
� u�a��� ta_��gg� v� ��� wark ���f��a��ogil�o
�o Fa�Iu�e.o� t�� �ar� �� ��� �ont����vg �o o���gve
a�� requf�eme��� �f ��� �va��act �����en�� og �e
�o���y wb�� �ny �g��g� qi��� �y �h� �fl���eer ox
���e� p�ov���� f�r in t���� C���r$ct �v��������
g� �ai��g� v� �He ��n�r����� �g��p��y to ��e go�d aay
d�f�ct �� ����ri��� or ��g�������p� �� �fl� �e�ect�
A� ��� ���u�e ��� c�gr�c���� a� w�ic� �a� �e�n
dig����� �� �btii�� by t�� �n����er or th� �er�
�e �ubsga��aa� ���d�sc� �f �����s��� ��� t�� �ug�o�e
o� ill�����y ��o������ � �o��ra�� �� perpe�g�g��g-
�raud �n g�� C�gy �� �he con��ru�g�aa v� w��� u�der
��n�ga��fl
�a � ���sta�ti�� in�f�a�i�n ���� ��e �on�����a� has
���� �� ������a��zed a��iq�m�n� �� ��� eaatra�� �g
�a� ����� due th�re�ro�.��r t�� �e�e�i� �f a�y
e�e���o� o�;�or �ny ot�er.purgo��.
3e �� t�� ��nt���g�� �����.��g ��y cau�e �&�����v��
��� ��g�y:o� th�.w�gki�g ������i��. �� an �c��������
��a��. . .
ko �� �i�� �vr��r���or � ��a�men�e� � 1����. ae�i�r� a�a�n��
g�� ���o � . � � -
�► eopy o� �I�� ����e��ion �rd�s o� ��tf�� . �a ���. ��gy ��unc31
���1� �e ��rd�� o� �i�e �or�t���t�r' a�u�°����� o i��i��a w��k a�
�ugpe�c3ec3 �o� �a�� _e�u�� �r c�u���, �r �rl��n gh� ���a��c��� ��s
��r���lied� ���e �or��ract�r �l��g� di���nt�i�u� g�� va�gk o� ���h
��g� ��ereo� �s �1�� .O�n��. .�F����� �1����a��e, wi��g���vr� �H�
�u����e� ��y, �� �i�eir �pti�a� �ssura� th� ���t���� �r �H��
��rti�� ���ge�� wha,cM �i�� �+r1�� h�s �r����� ��e ��r�tr�c��g . to
�i��on�i�u�,. �a� r�� p�r���m �he �ame or ���r, with ti�e w�b�ten
�i-7 I�}
:•�
. • ' , . .. . � ' , ir.` - ' _ � . - ' ' . "
. - . y'% '-• --• ' .
��n��nt �� ��e Owneg, �ub�e� �I�� v�ork �g tl��t �����a� og �he
work �� ��k�n ov��, p�ovide� t��w�v��, �I��t �tn� �u�e�i�� �i�a�l
�x�g���e t�i�ir ap�i�n, b� �t a��, �rb��i� �.wa week� a��er tk�e
�rgit��r� e��tic� to �bs��n�i�u� the �*oYk Y�a� 1�e�n ���ve� u�on
��� �c���.g��g�g a�� �g�a t�� ����ties �� �h�ir ��xth��b�e�i
a�ea�se �t,� �ur�����, in �ucH �veng �i►�1� �����ae ��e
C��tx�c�vg' � �la�� � in �1� ��spe��� � �z�� �t�al� b� g�i� b� �fle
Ourr�e� f�g a�� w�rk ger�o�r���d �y �k�e� ia acc�gd���e wi�fl �h�
g��r�� o� ��� �o��r�c� bo��€r�g�� �� �on��s r���ir,i�g ��.e tF�e
�or�tra�t�g a� tY�e. �im�. o� �.i�i� ������� �i�ai� tF��g�upor� b����e
cive sr�d g�y�ble �a �f�� �u����e� a� ��� �a�gk p�og�e��es,
�ub���� to �l� �� the ���ffi� �f ��r� ���tr�c� ��cur��nt�n
�n ���e tHe ����"�ie� �o r�o�, ���Y�i� �h� T��g�f�r�b�vg ��e�ifie�
tim�, �x�r�b�� ���a�r ri�flg �s� o��i�r� �� as�um� the �en��act
�e�p�n�ib.a.�.a�i��p �r �e��t p��tio� th����i w�f��i� g�e 6rm�� 1���
�gder�� by �h� �ostra��c�� to �i��oa�i�ue� �i�en gl�� O�aner �Y��g�
��ve th� �o�r�� �.� �����.�t�� by ��r�tr��� �r �tl�e�wise, zs i�
�y de��rm���, tia� �r��k he��in cie��s�iae�i �g �u�I� pa�t ti�eg���
�s �� m�g.d�e� �������gyp ��€� ��� ���tract��� ine�eto �g��e�
tt�a� th� ��r ����� l�av� �h� ���fit �o� ��k� ����e��i�r� �r ���
u�e �n�+�a�t�r�a��� pi��g�, �o����������m���� supgl�es� afl�
pro���t� �f sn� l�in� .g���id�� by $F��. .�o���a�tor �a� �he
��g���� ofe e�ggying �n the w�r�3c aa� �.� ����ure a�h�g �oa��,
' �quipm�x�t �: ����i�i�� ��bo� �ad p�r���gt� ��o� ti�� ����a�e���fl ox
g�e wogk � �a� �o ���g�� �o� �ri� a���ur�� �f �F�� ��n�ra���g �f
���d e�r��ra�g �xper��� f�r i�i��z � ��������, ���a� �, �quf��aes�.. .
ar�ci ��� �x��n��s �r��i�en��� t��g�too T�i� ex��a�� �o �h�gg��:.
sl�al� be ��duc�e� by th� ��er ���� s��l� �n�r���s a� �ay be d��'.
ox ��y ���om� ��� �� �fl� �.ir�� t�l�'er��ft�r .�� tt�e ��at���ga�
under �nd b�► eir��e �� the C�r�t�°��� �� ar�g ��r�t �H�geos a The.
Ovrner �hall aot b� g�qu��e� �o ��t�ir� �He la�ae�� bit� ��g the
woxk ���ple�ifl� :�fl� ��n�r���, t�tag . tt�e e���n�� �o be �e��cte�
sha�� �e �h� a��u�� co��. �� �[�e �r�n�r o� �uc�n W�r1co
gr� c��� su�i� . �xp�n�e� ���l.l ex���d ��i� �m���� v�Y�i�h �w�ulcl �i���
b�er� �aya��,� under ��i� �on��a�t i� �fl� ��m� ��d ���n co�pi�ted
b� gHe �o��r�c��g o th�r� �F�� �on����t�s afld hi� �u������ ah��9
pay t,he �mo��� �� �uch ������ �� th� ���y on r��tice �go� ���
Owne�r �� tfl� �c��� ���. Ti�ei� �ny pag�ic�ai��° ��r� �f t�� �r���
3.� �eir�� ��g�i�� or� �� tk�e O�r��r �� ��n�ga�t o� ���re�w���
�n�e�`tY�e ��s�v�.���a� �f ���� .�e�����, �h� Con������r ����1
�o��fr�u� �ia� r��ai��l�r, o� ��i� wo�k in e�r�f�ru��gy wi��i �t�e
����s of �.. �ka�� ����g��t �����a�flt� ��a� f� ����i � ��r���r a� �� no�
hir���� o� . in�,e���sg sai�& ��gf��ffisr��� o� ��� w�ca�k b�► tY�� �mer m
��� • Q�� � ��i/6 0�4?•-iiiR�� �6 �tlF'���b�m W�� V�i■�i�V F.� �V��� �6
cc���ic3�r�� �� t����ag �er� �u��i]������ ��v� �s p��vid�d �� aa�►
���d �r ��r�d� og �y �1��, wi�en �1� the ae�k at�� �� � ���g��n� �r
����� o� �H� p�����t��a�re��� by ��� �an�r�c� �o�um�fl�� h�e�
�i-�i I� }
been ��ni�he� a�� e��pi��ed, ��e �bn�l �ns�e��ioa �ade by �he
�ng�ne�r, and gh� �afl�� ���eptanc� a�d �bnal �ay�e�� m�d� �y
th� ��ner.
��oi e �� ��RMi�A��ON F0� �OI3iT�N�ENC� B� ��� �k�R:
�►. PI����� ��° ���=i�i�AT%�P1$ �Y�e �er�arffiar��� �f ��i� work
und�r t�bs c�r��ga�� �y be �e��f na�e� by the Orar�er
�n wHo��, �r fr�m� ���� �� g��� ir� �ar�, iz�
• ac�@�danc� �ri�.l� thi� �e���ar�, t���fl�ve� �he Owne�
�hall det��mi�� �hag �ueH g�gr�ir���io� is i� tt�e
Y6a� 1iib�i��lo �L {oAi�i \✓1�i��oi o AiJ�% PCM•i b�.b�lliF�b��ii
����� �� �ff�c�ed ��► €����L�r�g � �ati�� o�
�eg�i���i�r� �a �k�� C�ntrac��� �p�ci�y�r�q �H� �x�eat
�o whi�i� p�rf���an�e o� w��k ��der �h� �aatig��� ��
teg��na��d; �nd �.�e ���� ���n wt�i��i �ue�i
�eg����ka��%i ���uoni�r� .�.����.°I..i`%�o ���eip� oi ��e
rr����e �T�a�� �e ��e��� �ar���u�iv��y �re�uYned a�zd
es�abli�k��ri r�h�n �1�� I��.teY is �l��e� a�t� ��� Ur�b��+d
��at�� A4�i1 by .�t�� �wn��o I�������. it s�a��, be
�eemed �o��lu�i�r�i� ��e�u��� ��� ��tabli�l�ed �.ha�
�u�ri ��rmin�ti�� i� n��� ����i j�.�t ��u�� �� �t�erein
st���d; �nd r�� �ro�� �,� �fly ���im, cl�mand o� ��ai�
�1����, b� require� �� gF�� Dwngr r�g��r�i�ig su��i
�as���g�e���� ��g�.�so � .
Bo �w�lV d�fybi.�� Ab��LI� n 69���6 ,��..�+�.+3�� �� � �����r�. Cii
t�rmin��ion� � ..a�nd ex���� �� ����g�i�� dig���ed !ay
gY�e �nc�f�xeer, �t�e �or��ga���g ��allo
�, e .���p w�rk �s��r� ti�� cor��g��� �r� gH� ���� and
�� �H� �x��r�t �peci�a�d ar� �i�� ��ti�e af
���t�i���i�r�;
�� ����� �a ���'�h�r or���� e� ����a�gg�c�� ���
�t�zf���, �cr�ice� �g ������g��� �x�e�t ��
��� i�� n�c���a�y �����������i�n �f ����
pc����or� a� �fle wegk under �k�� cvr�t���t a�� ���
no� �e�������€�� .
3a � �.�r��r��t� a1� �g���� �at�� ����ar�g��e�� t� ��e
e���r�g �F�ag .��i�� r��s�� t� �h� p�zforffiar��� . �f
work �e��a����� by ���.��a�tice o� ��r�����f��;
�. ���n�f �r �����.g�
��� �a�a��� a �� �h� .
if �r�y, dire�te� ��►
��� �+�r��r . ��� . ��1 i��.r �s
�i�e�., , �ad �� tl�� ext�n�,
f�F�e �t�g�n��r;
�7�i i��)
• _ • '.Y:' .y�_. � y ' ; ' � \ - _ _ ...
�,
�e
�e
t�� fa��f�n�e� o� ����br3�ate� p��ts,
wogk i� �s��e��, co���e��� w��k,
����ia�� a�� �t�e� �stera�� pr�du��� a�
� par� �f, og �����g�� in ��n��c�i��
w�th th�� ���for��r��e �f, �H� w�xk
����ir�at�d f�� ti�� no�i�e of
t�r�����ion; an�
�he ��a�pl����o or��aggia�ly c�mple�e�
���ns, ��rafr���, i�forr��s�ion �r�� c��hgg
��ageg��► .wl���t�, if ��i� ��nt�a�g 1���
be�a cv�pZ�t�d, ����� ��ve bcen
g�qui�e� �� be �u��i��r�cl to �h� ��r o
eo�p���� pe����ne� o� ��a�Ia par� o� ti�e �ork
�� ���:�1 ��� iaa�re �e�r� ter�f.�xa��� by �I��
na��e� �� $�g��r���ion; ��
5. ��1�� �u�l� s��iAn a� ��� b� . r�ec����gy-�, a� ��
�%� �q�a���� ��� di�ec�� f�� t�H� �g�ti��tion
r�s� ����.�rva���n ��. �F�� �������� g��.�tg� �o
�.g� ��ntr��� re����� �� in �t�� pv���s�i�n �f
�1�� �������t�or ��d i� �rhf�H tY�� Ova�eg has �r
r��y a��u�g� ti�e ���t o . '
- _L . • .
At�a ���� ����ia��� ���a �� d�y� ��t�� ��e
�e����a�i�i� d��� � s���i�i�� in ��i� r�oti�� �g.
te�������ar�, the ��fltra���g �ay ���mi� �� ��i�.�,
���in��r a ,����� ���ti����d ��� �o ���flt��� �,a�°-:
�uali��o �g �r�y or ��� ife�� �f te���a��ior�
�r���r����y r�ot prevbou��y d�,�po��d ��, ea�c��,�iv� ��
���m� �1�� cli�po�����r� �f �H�c�► k��� b�en ���e�tgd o�
au�t�e��z�� �� �he �ngin��g� �t�t lat�e� tt��n 1� ����
�i��rea�i��g, �H� Owrs�r �?��1 � a�cep� gi��� t� ���H
�g��� ��ovid�d, �t�at �h�-�i�t �u������d �hal� b�
�ub jec� ��� v��3�i���ior� �� t�ae Er�g�fle��. up�n
r�n�oval �� ��� .ite�� o�� �� �t�� i���� €x�� �tore��
�ait��� +�� �ay� ���a� the ���� �� ��b������n o� ���
lb��P �aad �ny �ec������ ���u�tm�r�g� t� cArre�� , �I��
li�� �� ��m�itted� ���� � b� ���e �gi�r .to ��fl�I
����1����m .
�a ���ti��t��TIOR �Y�i��i�� �i�h�� 6fl cl��s . a���r ���is�� ��
t�r��r�a� ��.r ��� .�or�gf��t�g ��i�ll ����i t t� � �
t�r�i����o� ������ ��. �l�e ��,�i���� i� ��� f�r� �H�
v���� ��� ���i�i��tio� p�����ib�d by ��� .��g��e�g�
�r�l+��s ��� �s ffio�e e���n�ior�� �� ��it��g �re
�ga���d by . tk�e Or���g. upo� g������ o� tt�e
����g�cto�, ffi��� �ra �rri�.g�g� �itk�in sue�i �D-d�y.
g�gi� os �u�i���i��� �xg�n�io� g������� ar�g ��� Sli
�u�i� cl�i�s �l��il �� ��r�c�������� d���cl �r�i��de
C7�7 (il?
�o t1r3�1�7 i� d � o C��� � �� b �Q � 1l � ����% �i ���� � �L � 6��i
C7-� o�� (�) , tk�� ��atrac��� ar�d Dwne� �aa� �qYee upa�
�Y�� wflo�.� �� any ���t o� �i�e �nro�nt a� �m�un�� �o -� .
�e pa�� ��.�fl� G�r��r��t�r f�y..g��s�n �� �th� ����� �g
��r�b�l ���min�.�i�r� Af �aark p�.��u��� k�er��o;
p�evid�d, tHa� �u�fl a�re�� a�oa�t vr �n�oun�s �h�ll
n�v�� exc��d gF�� to���. con����� prb�� a� re�u��d by
the �maun� o� ��ym�ng� og��gwi�� macie afl� a�
fu� �F��r r�c�u��� by ��� co������ �gic� o� �aagk n��
teg�i�a�ede TH� c�fltr��� ��a.l� b� a�ended
acco����g�y, �r�d �t�e Car�t����v� ��a�Zg be p�i€i �i�e
agreeci am�unto N� amo��g ��ali �� c�u� fo� �o�� �g
��g��i��t�d �sof���o �a��i�,g �fl �7-7a16(�l
h�r�����g, �r����b�in� ��� �m��an� �o be p��� �� th�
Cox�tg�ct�r �t� t�i� �v�ng �� fa3�ug� of �He
�o�t��c�.ox T�y r�����n e� t�� ��s�i�a����a �� w�gk
p�.��u�n� �.� �Y�i� �e�gi�n, ����� �� de��e� to �imi�,
���tricie eg �ti�e�w��� ����g��a� o� a�€ect� the
a��ur�� or ��a�un�� w�ich m�� b� �gYe�� up�n �� ��
�a�� �� ��� �er��racg�r� �ursuan� �� �i�f � �azag�ap� e •
Ea �'�,�LU�E �D AG���o %n ��� ��er�� o� g'i�� �a�lu�e �f
�He Con�����ar ��x� �He ��►a�r �� gg�g�e �� ���vided
�� �7-i o �€ { � ) up�� the �rh�l� a���a� t� �� ��id �o .
gt�e ��r�g�a���r ��► g�a�on �� tk�� g�g���a�c � an �� work
p�g�u��� �� tl�i� ��ctiar� ��� �r�e� ��a�� ������ine,
or� �F�� ���i� o� inf�rui��ion �����a�l� gc� i�, �he �
' am��r�t, i� say� due g� the C�r��ga�t�� �� ��a�a� of
�k�� t�rmin��b�� �nd ����� p�a� �� �t�e ����r�c��� �he
a���n�� ��g�r�ine�o t�o ���unt ���1� be du� f�s
. g��� �� ��g�e����e� �g�fi��o
�o ��� �T� i�� o Ir�� �����ir�� a� ��i� �mou�� �u� �H�
�afl�ra���g u�d�� ��a�� ���'�ior�y the�� �h�l�, be
�������d ( � ) �.�1 ��� �qu�d�t�c� €�dvan�� o� o����
� p��r�r���� on ���oun� ������.o�og� r���� to ��i�
��a�rscgox o appliea��� �� ��e ��g�ira���d po��i�r� e�
�hi� �o�s�gact; �b} ar��r. ���i� whic� �,�� gw��� may
�sve ���i��t, �i�� ��rat��a�t�r �� �o�����ion ra�ti�� �Hg�
��n�ra��; ��d {�? th� ��r�e� �gi�� ��r, �g tt�e
�roc�e�� � �f ���� �f a� �rry .��t�r���,�, �s����i�� o�
� �the� .tk�ia�c�� l���t �a�' th� � C�r��r��t�r ag ��1� a
' ��g�usnt, to ��� prav��ior��. ��. g�i� �3�����, ��d �at
. �ti�ex�b�� ���over�� �y og ' cg�d��e� �� �l�e �rr��r o
� Go � AD�iJ���i�PI� e �� tF�e ��g�in�gi�r� ����unc��g b�
. ���gi��o pr�o� t� �Fie ���g������ �� ��� �er��r����c�
���g��n o� �F�i� cong�acg, ��� �or����.���r may fbl�
w��.h �he �n�ine�� � r�que�g in wg��is� ��r �r�
�7-J I��}
� � -.. . _ � . , - � ._, . _�; - � .. �._ • ... . . - . . . ^_
• ..'.' , . . . , � - ..i.-. - .. .. . . . -
e�u������ a��us��a��� Af icF�� �gice as px�.�e�
�p�cifae� �n trie �ongg��g x���ting to �H� �o�ti�uec�
p�g�i�� o� �h� �ontg��� (ghe ��gtian r��t ����ain�ge�
- by t�� �o�ic� of teg�i���i��), �u�� e��it�b��
- ar��u��.men� �a ffia� �� �g�ee� �pa� �hs�� �e ��� ir�
� such pgic� or ���ie���,�- nog�i��1 can��,�fle� ����it�,
i�o�aev�g, �l�ali �.i��� the gi��it of gf�� �ineg �nd ��e
��atr�c��x �� �g�ee� up�a t?�e �g�aunt �g �m���g� ��
b� �a�� t� ��e ��n�rae��r ��� �Y�g co�����ion �f tY�e
�antifl��d p��gi�� o� ��� ��n�ra�� �1ne� ����
e�fltr�e� ���� �e� cor�t��� �n ���a�bl��l�ed �oa��ae�.
��ice �o€ s�.�h c��tbr��ed p��gi�r��
�a �1� �iP4I�1�TI01� �F �i���s Y����ing �o���ba�c� ira �i�i�
� �����on ��,a�.b 1 �� it o� �l�e� ��i� �i�&�� ��i�� �F��
��rn�� ���► �a�� �o� ��rm�a���on �f ���� ��n�ga�t
ur���g �7�7 o g4 l�e��e� er�gg.g��d p�����r� � b�� ��
, ��a������n� v� the wrvgk �tr�d ��r����� �� ��r��g���p
� : �� �ny ��i�eg �iql�� rrai�i�Y� ��eg �y i�ave f�� �3���u��
� �g �re��� �� �on����� b� ��ntrr����r�a ...
e��7 a 1� ����TY t����D� �►t� ��e�i��,s ��� ��fl�ra���� �t��ll: �e .. . :.
g��pons���� f�x �tritiatbr��a nt��r����.nin�, �a�� �upe��i�ing �li == �
s��e�y ���cau��vr�� �nd pra�ga�t� �r� �onr���g��� wit��i ��� work ��.,-�-:
a��, t��e� �nr� �i���� ���u�e �1� ��s��n���iliti�� ��� ��;e�r��:. .
e�f�r�e�er�t� "
.. :; � .� .: :.
The Gon.�x��tor �f���� �ompi� �i�h ����r�l, ���te� ��� loc��;�:.::°.:`.-
law�, or����a�e�, an� ���u�.a���or�� �� a� t� p�o���� per�a� ��a1`'�,:,'-,-:.
p�op�rt� �g�m an�a�y, ���l�aci�n� �ea��, �� d��� i� ���ne�tio��� ;'
w� �H �tte wogl�. �
�
Ci�i � � 3 }
1. -� � - - -
P�RT � � ��Id�R� CON���'gON�
e�-8 t�A�u�N� �N� �A�r�rr�
��c��o�a ��-�� ���tn��rr� ��_ ���rr�, .. ,
�8��.� iu��►���t�M��]1 �F ��TA14l�`�i��: '��� de��gmir�atio� �f
quan��.�ies �•�� ���k ������ by t��� ��a��r�ctog ar�� ����ori�et�
by �he eor�g���� H��u��r��� ac�e�����y compl���� und�r �h� t��r��
�f tlae ��r�t��ct Docu�ent� �l��li � ma�� �� ��� ���bn���, �b��ec�
-- on ����u���er�g� ��e by ��e ���ine�ro �F��se �eascar�er�t� ���,�
be ��e a�eog�in� �� ��� �Qit�d ���t�� ��ar�d��� i��a��are��nt�
u��� it� ��n�m�n �r���i��a ��d �il�, �� �h� ���u�1 �er��tY�, �r��,
. ���f� ��a�es��P �u���g�, anc� we��h�� �f t�� �a�e�i��� ���
���rn� �r��t�����o .
���� o$ UNIT PR%���s Wi�er� ��s �%� Fg�pA�a� �'i?$a'� �g���� b�
' �e� �Agtii,� g%� ��id ��ina� .�r����� �h��� i�c],uc�e ��ie ��.���i��i��ag
: � �� tY�e �afl�r��tor o� � s.il la��� � -t��l� � r���e����� � ���t�i�eg��
�qui��er��; �pp�.i�n��� a�� a���,gg�n�r�c�� r���e��a�� �vr� ���
��-� con�ggu�tia� o� an� �fl� �or�pl���on in a na�nner �������b9�e ��
tri� Er�g�r��er �f ��� va�sk t� �� do�� ����� �h��e ���tr��t
� D��u�es��o �
� �t�e. "�Tn�,t �r�ice'° �h��l i��l��� ai� p�g�a���r�� and .��ffipAz°aacy
. �pro���gi�n e� ��re�&��d, �u�fa��, �r�� �nd�rc�r�und �tru�tu�es,
cZear�u�, � �inb�iieci, �ae�T�e�d ex�����a b�t�da in�ur�nce� �a�er�� �
�ees, g�y�lg��� � gi�h �u� �� tk�e el�ffi��t� ar�� ����r� ��u���, �::
^ �g��y�... P�v����, i��u����, cl�mag�� �la�,n��, g�x��, �r�c� �gl.
� otT�€��. ���r�� not �peci�Cically ffies���n�d �h8t �y �� r��qu���€� ��
, f��,ly ��ns����� e�cl� ��effi �� gF�� rrr�rk ��m�l�t� in �lsce �r�� i�
� ���i���ct��y cvfldb�ior� iEor op���gi��.
��-�o� ��J�i� �L�i�o ���r� �r� ��� Prapo��l � '°L�m� ���"..�a ��t
far�ti, ��� ��id abum� ��a� �h�ll ��p����flg ��i� ��ta� ���� ��r
�H� ��r��r�c��r to i�rni�ta �I1 l���sQ ta�g�, a����ri�2�,
���Y�inerya ���i���a�, �p�����fl������ anel all ����b�a�� v��k
���e���r� ��� _��i� �����g��g��n �c�d c���l�t��n c�� �il �1�� wr�r�C
�.o pro��e�� ��om���t� ar�cl fur�ct�io��l ���� �� ����i��� iar tl�e
��e�aal ��r�t�a�t- ���u��nta �nc�/or ��1���0 . .
� � � � � 4 �Co�B �F �i�Y�i�t�� � T�� �oa�t���t�� �sh��� rec�i�� a��
-���egt � � �����a���i��o �� k��r�irr p�ov��edo . �� .�a�� ��y��r�t
fo� �u��►i�Hin� a�b lab�s, �0�1�, �a����a�� � as� ir,cid�rr��ls
�eg �����r�i�� all �rox� cor�te�p�a�e� . �r�� -���g���d uasder tF�e�e
C�a�ga�� ���u��r�t�, �or ��� 1��� �r�� ��g�� �gisg�� �ut �f tt��
��tur� a� ��e w��k o� ��o� ��a� ���iAr� o� ��e �i������ o ��r �r�y
un��re�ees ������� �� ��a���u��i�n� . w�i�F� ���. ��i�� . �g ��
en�at������� riu�in� �h� ��o��cuti�� o� �H� �a�g� �� �n�r �ime
C��� (1)
i i
�e���e i�� gb��� acceptan�e by t�e O��er, {�x��pt as pzavided
ifl gagagrapfl C5d5a�41 �or all gi��� af �ha�eve� deseg��tion
e�nnee��d �it� t�e pge�e��ti�n o� ��e �vxk, fer a�� expe�s�
�����red �y A� �n con�e���fl�� of �u�pen�ion �r �����fl ��nuan��
og ���h p�������i�n of th� ��g�in�..o����ti��� �� ��g��n
�p��ifi��d, �g ��� and �11 �n�ginge�e��� o� pa�e���,
trad�mazk�, ca�ygig��s, o� ����g l�gal res�gvagio�s, �n� £�r
c��pie�ea�� t�� wor� in a� �e���g��le ffian�eg �c��g���g to ��e
�e��� ag the �ong���g 9���en��o
T�e p�y��nt e� ��y cu�ren� og g�rt�al ��g��ate p�ior �� ����1
a��epg�nce o� ��� wo�3t by �h� Ch:tn�r ��ali �� na way� cofl�gi���e
�r� ack�a��.ecigrue�� �g �1�� �c��gg�nce o� ��e wggj�; �r�texi�l�, �g
e�uipmer�t, nor �� �s�► way ��ejuc���e �� ���ee� �fl� o���gation�
og ��e Cafl trae�o� �� ����i�, co�se��, a�en��a, or ��pl��e a� ha�
�wn a�� pxopeg �x�ess� �r�y d1e�e��� �� i�pe�fe��i��s in tt�e
con���u�t�or� o� in �i�e �tren��� ag Q��ligy �� th��m���ri��
u�ed �g equb�r�e�� or ara�l�bn�ry �u�r�i�h�d �� �r� abou� �fle
can�gasu�tiv� af tl�� wark ur��er ��r�ggac� an� ��s �ppur���►�r��es,
e�� ��y dan��ge due �r ����ikrt���d to ����i �efects, *�rh���i
de�����, 3fiip��'��C��OlI� or ci�n��� �ha�l. �av� ���n c�� ���vege� on
�x �e�ore ��i� �in�� b��pe��i�a �nc� �������nce o� �a�gl� �g
�uging �l�e �fl� y�a� g�x�����y per3e� ���.er �a��� a��ep�ar�ceo
�Ke Own�� ����� b� gF�� ��3e ����e of �ucH de�e���,
�b�tg767��@��bdflsi �i' CZS���'�� �r�� tk�e C����ac�as ����,� be �i�b�e
�e the �wn�z� ��r ��ilu�e �� corre��. ��� s�r�e a� ���rri�ed
he��lfl e •
arO�Ooa ����Li�Jd F+�b.bi'lI9bF�C7 Ri\U �ra�t7ld�A��o �1�1.{�ie�� 1�.�� �.�� �ii�
5�h d�y �� ea�l� �on�ri ��� ��n�r����g �ha11 sub�i� to ��i�
�r�gine�g � ��,a�en�en� �flva�ia� �n ��gi�ate o� g�e �a�ue �� �fle
�r�rk �ane d�x��g� ti�� previou� ��n�h, o� �s��m�te �eg�a� �.nd��
g�e ��r�tra�g ���umen��o �D�� ���e� gh�x� �h� �O�H ��y o� tf�e
�a�nt� i�l�e Er�ganee�r s�i�al�.. v��ify �aefl .��tima�e, �n� if �� b�
f �und� �� �� ���eg�aEal� �r�� �t�� v�l�� o� w��k ��tfo�ffie� �i���
�he � I��� pa��i�� pay�ren� �+�� ��d� ex�e��s aae F��t��sed c�ol,Ia��
{ � I O 0 0 0 fl ? in �mou��� ��� �� �uct� e��i�a��� ��xa �f ],1 �e ���� t�
�h� Ce�trac�o� � �� tY�� ����.1 ��r�tg��� �a�unt �,� b��� �iaan
$ 4 Q � � 0(1� � o� 95 Q �f �u�Y� ��ta����d �u� �xi�� %e ���� �� ���
�aagg���Ar �,� ��� ��tal con�ga�� �mouri� �s ���0�000. �g ���ater
w����n tw�r��y-�g�.v�. «5? ��y� a���g : t�� ����.�5� ��g����� ��rioa�.
�i�e ��g����ill i�a�� ��� ��ti�n' o� �����ri�� ���im�t�� _ �n ��g��
furr�����d by:��e Ci�yo �he ���tisl ��gi��te �ay �����d.�
�c���g���:� non�����hable �te��a�,� cici�ve��� t� �?�� �v�o�Z� *�1�i�F�
��e: �� �� incor��g�t�� ` �,��� gh� work a� a g�rffianer�� �ar�
the�eo�, . �ut �ah��� ��. �i�� tk�� g��e o� ��i� ��tiara�� ��.w� not
���n �s�t����do t ���h ��y��r�� r�i�,l �e �g��*���. o� a ���i� o�
B5� �g �t�� n�t i�voi�� �r�I.ue ������� o ) . '�h� �or���a��ag �����
f���b�t� ��� �nginee� �u�lt 3�n�����i�n �� k�e t�� �e�u��t to �id
���� (2)
'�� -::75= »,. :ir •' _.�':� �..:.��J�•`.'-'-�"^' L11�� �� � ':..i:: :.� "� • : - � . - • � -
-' : ;�,r:•x . .. .�s..',. '� � i' _•_:•'•1,. .. 3:. . .. . ,
'. r.�� _ _,v-r - _ _ .'(.:_ri.�:f=r,�1t« ...".•i' "i'` :r.•_•44c ',^.r .. ''r.' .
I_�~iI - _ �' �,� _ ••.l�. - ....''-rt�a F''*:+�a.:li Y+n�..r-a.�.�•.�. ._l:ri - �:�..-.� : ; .. - ' . ...
lI . ._ ..�... ; .e • -1�:e _. : ' . , . . . ' �
}r_•r: . ..- . � .� � . .� . . . • .: . . � .
�i� �� g �ui�e �� �h� v�ri�i��.��an or $�i� �Pg��g�t1Di1 0�
�ar�aai ��gi�z���so . .
�t �� ur��.����oo�. ����. th� ��xtia� �s�; ���� �ram ��ntl� �� m�r���
�ill � �ppgaxim�te oa�.�r, an� a13� �aggisl ��agl�ly ���in��te�
�nci ��:y�+e�� �i.il �� ����e��.. t�.,.co�����i�r� �r� g�� ��tim�t�
��nc3�r�� ��l.l�ur��g �h� dits��v�r� �� �fl er��g i� �ny p��ai�us
��tir��g�.an� �u�t� ������� �h�2,� ��t� �� �ny re��ect, b� g�k�n
a� aa �d����i�n �� ��i� �i�r og �fi� a���r�t '�� w��k dor�e or ��
��� qu��i�y o� �uffi�i�a��. �r �� �� �c�e���nc� �� �h� ����
��r�� �� th� r��.���� o� �1�� �or�tr����g �f sny of i���
���po��ibil����� under �he ����r��� H����ag��
T�� �aty x����v�� ��� gic�i�� �� wi�H�o�d �ri� �a���a� �� a�t�
����h�� ���i���� �� t�e ear�t�e����r ��i�� ga ��r��r�� ��i� �a�s�t
��gic��y in a���g�anc� w�t� ��� ����b��ea���n� or. �r��rv���vn�
�� �hi� �on�s����.
e�d� o f i�P���i�OL�%iQG PAYI�S�1�Ts ���r���� �n �n}� ���iaiat� or
��tima��� nra� �� h�� �C in a e��n�e i� �fl� ����or����� �� th�
��n��gu����� �p�ratior�� i� ��� �fl a���r����� witF� �iie
���uir��en'�� o� �1�� C�nt��c� A����ent� � . -
C�-� o i ��t��� A�C�P��.A3�E� .�h�n���r ��� 3�p�oe�a��r��� p�o�ric�ea�
��g �y t�H� ��n�r�����a�u��nt� ��a��.�ave ��e� �omp����� ���
�i�l ��qu�g����t�, �� �1�� .�o�tra.�g ���u�r��t� ����1 hav� ��:�r�
��l���l.ec� et� �i�� p�rt �o� �h� C�n��a��.�r� ti�e �er��.r�.�to� ��ia'iI.
no�i�y ���. �n�inee� �� �itin� $1�r�� ��� ��p�ov��nt� a�� r��c���..
��g �h� �in�� i���e���o�m ..-, �t�� ���ir���� ����� � a���ify' ��e,.
��pr��r�iate e�fi�i��� oi �F�� Br�n�ra �-ai�� �ith�,�a �� g����n�bl.�;
��,�� m�le� �u�h �ir��� �a��e���vr�, �nd �� �1�� wor?� �,:��.
�ss�b����c�o��►�. ia� �rr �c�e�t��ge �or��iti��� �a� i�a� b�e�
��mp�.���c� �� �������r��� w��� �i�e �����. o� �fl� C�at�a��
��o�u��a�t� �t�� �g� appr���� ���ifi���foa� �hgr���o tl�� ��qir��e�
ari�l ae���ia'te ��� �ge����ir�� .o� �i�� f���i ��tima�t� �n�
���omr��ad �i��.� �����ti�a�c� o� �F�� �r�j��g ��� ��r�a�, ���en�
g�����og a� ou�li���i i� ��-� o���a�r.
� � - � o � �°�1��eY� lAYF��N� s �ihe�e��g ��� �i�� ���o�e��r��� ��������
�e� by �F�� ��n����� ���u����� atfld ��� ���r���� ��dif ic�g����
ti�er��f �i���,� l�ave b��t� com��e�.�� �r�cl aii� g�quir���g� ef ��e
�o�gg��t �v�u���ats t��v� �eer� �u��il.�ec� �� t1�� p�r� . �� tt�e
�oatr������. a� � f�a��l ����r��g� s�t����r�� t��..�►ai��• �� �l�e w��k
w��,� be �������d b�r £&e ���$r���r a� ���� a�. �1�� �������ry.
��a�ur�me�g� $ comp�.���io�� � �a�cl chec]e� � � ��s� b� ���.
. A�1 �g���.
���j�ct ��
������ o
�s���g���. ��or� wh��� ��yne�� k��� be�n ���� a��
���ea�ar� �������ion� .�� g��is�o�� i� .�i�� fi���
a
C��� i3)
The ��ou�g �� �he fafl�� es�b�a�e, le�s �revious ��y�en�s and
��y.sum ���g Have b��� ded��t�� ex ret���ed ��der �he
"prov��i��� �� �hg �ea�r��t Ho����n��; �b�l �e paid te ��e
����r�e�ag �b��in 6� ��y� ����g �i��� �c�e�g���e �y the O�ner
on � p����� �����u��on �f th���bg� �e���bl, ��o�i�e� �h�
�on�r���a� &�� �u�ni���� t� �rie �nr��� �ati�f���ory Ev�d�see o�
��y�e�� �� �������a Pg�o� �o �ub����i�n o� th� fina� e���ffi��Q
�ox pay��a�, �h� �an�g����r ��a�g �x��u�e �n �ffi���bt, as
fu�nishe� �y-��e �it�. ��rgify�nq t��g �11 pe�����, �irm�,
�s���ia�fo��, co�p�ga���n�� o� �t��r �r���i�ation� ��gni�h�n�-
1���� and/or �a���i��s �a�� ���� p�i� b� �u��, t��g ��� wa�e
�ca�� ���abli�he� b� ��2 City ��ufl ��l b� ��� City �� �o� �
�o�g� has b��n ����, asd ��st ���g� �� �o c1ai�� pe��b�� fvs
p�r��aal ����gy. afld/�r �g��e�gy �a�ge�e
�I�e a�e�p��n�e ?�� tt�e C����aeta� �� ��� la�� �r �ana� �ayrr�en�
a� �.fe�re�aid �ha�� �p�xate �s ��d ��ial.� gebem�e ��.e �wn�� gram
a�l �gai�� �g 1a�tail,f��e� undeg g&e �ontra�t ��g ����hir�� d�ne
o� fu�ni�heci e� ��I�tiflg �a tY�� �►��� un�e� Cea�r�c� ��cu�esg�
o� any act o�.r�ey�ec�. a� �aid ��gy r�l�ti�g �o or conne��Ed
wit� �.h� Can�ga��.o
TY,e n��k3�g o� ti�� ����1 ���en� by g�� �m�r �t��ll n�t r���ev�
�he �ontg����� o� �n�r ���raa���� or .�tt�eg ��c����eYa�r�g� o� �He
Cafl����t� �����rer�t� whi�Y� �pe�ig�e�lly co�tiflae t�k���������n
��-�� 0 9--AAE@U��Y _��° ��SI�I�s I� �� un�es�t��� �k�at th� �aner
b�i�ev�� �.� ha� g�glvyed c�����e�a� �n�ar�ee�� ��� desigs���� to-
prepar� the ��ntg�.�� ���u�a��g� anc� ��,1 �odi�i����or�s �f ���
approved ��ntr��g �o�un��r�g�e ig ��, ��ie��f���, �g���� ����
�i�e ��n�r �t�a�� �� �����t���ble .�o� gF�� �c�equ���r v� ��� �wn ;
�.esign �eatug�s, � sufii�i�fl��r �� �f�e C�r����ct ���u�+�a�s, �h�
���e�X of �.t�� �g�u�ture, �fl� ��i� �������at�ilit�► �� ghe
���g��bvn� of �i�� � �a�ple��d �g����g, p��v�.�e� tt�� ����g���or
Y�a� �o��li�d �3.�F� �I�� r�qufg��e��� �� g�e r�af� �er���a��
�ocur��n��, all mppg�v�c� �o�ifi���i��a� �����o�, �ncl ���a��or��
an� �������.�o�� tY����ge approv�cl a� +�i�f�� b�+ �k�� �arn�g. �fl� .
����en af �����. caf �u�F� eoffipli�a�c� �1���� �e u�c�r� ��,� .
����r����or �o ��i�w t�a� i�� T��� ���p�i�� wi�F� �f�� ��i�3 -
rec�uir�m�r�g� �� �E�� ��ag��c� ��c��ag�, aPP�oded �v���icatio�� -
�He�eo�, and �1,��' ���g�ee� a��b����� �r�� �,l��ra�ie�� t�ere�o�
e�-���10 G��i��AL Gi��R�N'��: �e��i���r.�F�e fi�a� ���tifi��t� �f
�����r�� na-r ��,y ���v��bor� in tlx� �����ac� ���u���n�s �aA�
��rg�al o� �ra��r� ��eup�ra�� a� ��� �f �fl� pr��i��� ��. ���
�wr�eg �Ha�l �ors��3tug� �� a����ta��� �� w��le n�� ���� i�
���ardar��� ��;�� ���. �����ac� ��oc����t� ��� ��l�e�e ��e
Gan�r�cta� �f � �.a�ali�y in g��p��t �o �H� �xpr��s aar�ear�ga��
ag ,respan�ib�la�� ��g fa���� ��i��saaY� �r wagk��n�hb�o �fl�
��agr�a���r �h��� g��a��� ��ay d�f���� �g ciac��ges ir� �h€ w�gk and
C��� I�)
,d
:.��•�=�i: �'� '-'6:'' �..i�'r�j �p�� �=',Y*'�"'����'Mi::'-l.4yir''.}y'!""..' ' -- .
+�'� .�� a�r ":'k.:
' "r'�'�}' �'t� - s�'{�_��� :i. �=�•{�Y+:'Fi .n.t-��- -_ ..., _ --
�'��� ,' .. ' , - .... '," ' ' ' . , .:.p0. '. .. .. � • .. y ' . , � ' '
p�y �or an� ci��ag� �o othe� �+�x�C ����.l��r�g �H�reigem ar�ick�
�h�ll ��ge�� r���i�in � p��iod a� �z�� �e�r �r�� �F�e ���� g�
� f fl�� a��epta��e �f �.�� v��rk ur��.��� a longeg p�� ��c� i�
�p����ie� �r�d�t��ll au�n��� � �Aod ��� �aff f ���r�t ��ir�t�n�n��
bor�� in �h� amou�$ �� ��� percent o� �.�� a�v��t �f �.�e
�or��g��t wk�ieY� ��al� ����g� ��e per�o�t��e��� �f gH� gen�ga�
g��g�nt�y t�� ��ave ou��ifleo ��� B�r��� w�ll ��v� �notic� ��
ob��gv�� �����ts �ai��i �ea�orna��� �gom�tn��� o
� � ��-6 a �i ����i]�i�a�Y '��R�o ��� ��d ��� r�ob1� �pec�f�e��,iy
��ve�aed �� ���������gy r��g���aer��� f�r �t�� ���jee�, �uct� a�
�r� ��aditba$� imp���cl T�� �Y�� Pl�n�, the ��nersi ���tra��
D��umet��� �� th�se �pec��� ��fl�x���. ���um�nt�, i� �alxfct� r��
����ifb� i��� �o� ��� F��s be�� �ra���e� ��� -br� ��.i�e E�g��o�a�,
�ha�l �c ��r��a��s�� �s a �ub��diaxy f.�e� e� �+�gk, �.F�� ���t o�
taHic.h �1��11 T�e i�a�l���� in �Y�� pr�ce bbd �r� ��� P�c,p���i, �ox
e�c�i bid ����ao �ug�'�ce r���a�a���a, ���k �x��v��ien ��d
�l�ar�up are g�s�g�� i��m� of ��rk �aF���� ��11 ifl i�� �a�eqory
� �f �u��iciiarg vaor&� �
C��� o�� R3I���bb�.A1�D�� _�L���P�T 8F. _M��ER�ALo F��t�ria� may be
. allo����� u�d�� v�rious bici item� �r� �1�� �txo��s�� t� ����b�i�t�
. ��a� �gi��� far �i����l�neou� plac��er�� �� a�����ialo �hese
��g������ ��a�l be u��c� ��ly whe� �i�e��e� ��► �t�� � �n� ��n��r ,
d���r�di��. �n �3��ci conc3i���r�€�o ������� f�� �i���llsn��u�
pl�c�r�e�� �� �����i�� wi��, b� ��d� f�� �n�.y %k�at a����� o�
� m�iee���� �a���, �����,��d �.o tY�� n�a���� o�e-����� �fl�go
, `��yr��r�� f�� ffii�cellaa�eou� pi���ffies� �� �a����al ��al� �� i�
� ����r��,nc� wa�$� ��� C�e��g�� ��r��r�ct ���u��r�ts regar�les� o�
� gh� �ctual am�u�g u��� �a� g�i� ���j�c�.
e���.�� ���e�� �o�����a��o �o���ae�ag ����� ���� �� g����� �
c�pg af al �p��i�b����e��� ���a�, �����c1�, m�difi�a���n�,
�sY��� drawin�� ��� ���p�e� �� ��c �it�,' �n go�� ordeY �sd
�nnr����e� �o a��� a�� ��i����� ��d� duria�� ti�e ��r��gruc��o�
pg�����. �l�e�� �T��11 be t3elivered g� ES�f�a�e� ���� �€�����ti�n
o�. �i�e �a�km
���� (5)
a.;
�
O
�
'i�
i�' � ��' I I - -
_ `. � _ _ � _`' I I I ..-
• �r
� � - - - - -
, 1�
,�
� �f
��
Y �
� .�
t
�
1.
l S
l:
SECTIOI�T C1:
SUPPLEI�IEllTTARY CO�iDITIONS TU PART C- GEI�TERAL COPIDITI01lTS
A. General
These Supplementar�y Conditions amend or supplement the Gensral Conditions af the
Contract and other provisions of the Contract Documents as indicated below. Provisions
which are not sn amended or supplemented remain in full force and affect.
B. C3-3.7 BONDS: Page C3-3 (3}, the paragraph aft�� subparagraph d. Change the
pazagraph to read as follows:
"No sureties will be accepted by the owner which are at the time in default or dejinquent
- on any bonds or wluch are interested in any litigation against the �wner. All bonds shall
be made on the forms furnished by the Qw�er and the surety shall he acceptable to the
owner. jn order far a surety to be acceptable to the City, (1) the nazne of the surety shali
be included on the current U.S. Treasury List of Acceptable Su�eties �Circular 870}, or
, (�} the swrety must have capital and surplus equal to ten times the amount of ths bond.
Th� surety must be licensed to business in the state of Texas. The amount of the bond
� shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total
capital and surplus. If reinsurance i5 required, t1�e company writing the reinsuxance must
be authorized, accredited ox tru.steed to do business in T�as."
C. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C848 {�), should be deleted in
its entirety and replaced with the following:
Partial pay estimates shall be sub�u�ted by the Contractor or .prepared by the City on the
Sth day and 20th day of each month that the work is in progress. The estimate shall be
proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid
within 25 days followua.g the end af th� estimate period, less the appropriate retainage as
set out below. Partial pay estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated into the work as a permanent
part thereof, but which at the time of the pay estirnate have not been so installed if such
materials are included within a pay estimate, payment shall be based upon 85% af the net
voice value thereof. The Contractor will furnish the Engineer such information as may be
reasonably requested to aid in the verification or the preparation of th� pay estimat�.
For contracts oi less than $400,404 at the time of executian, retainage shall be ten per
cent {10%}. For contracts of $400,000 or more at the time oiex�cution, retainage shall be
five percent {5%).
Contractor shall p�y subcontractoz's in accord with the subcontract agreexr�ent within five
{5) business days after receipt by Contract�r of the payment by City. Contrac#ar's fai,iure
to make the required paym�nts to subcontractors will authorize the City to withhold
future payments from the Contractor until compliance with this paragraph is
accomplished.
It is understood that the partial pay esiimates will be approximate anly, and all partial pay
estimates and payment of same will be subject to coaection in the estimate rendered
following the discovery of the mistake in any previous estimate. Partial payment by
Revised
os�2o�az
Pg. 1
�
Owraer for the amount of work done or of its quality or sufficiency or acceptance of the
vvork done; sha11 not release the Contractor of any of its X�S�?02'151b1�1t1B5 under the
Contract Documents.
Tl�e City reserves the right to withhold tl�e payment of any partial estimate if the
Contractor fails to pe�'orm the work in strict accordance with th� specificatians ar other
provisians of this contract.
D. Part C- General Condirions: Paragraph C3-3.1 I of the Generaj Conditions is deleted and
replaced with D-12 of Part D- Special Conditions.
E. C3-3.1 i INSURANCE: Page C3-3 {6): Delete subparagraph "g. LOCAL AGENT FOR
INSUR.ANCE AND BONDING"
F. Cb-6.1� CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6�5
{8), is deleted in its entirety and replaced with �the fallowing:
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Conbractor's sole negligence. In addition, Contractor
covenants and agress to indemnify, hold harmless and defend, at its own expense, the
Owner, its officers, servants and employees, from and against any and all claims or suits
for property loss, property damage, persanal injury, including death, arising out of, or ,
alleged to arise out of, ths work and services to be perfarmed hereunder by Contractor, its _
o�'ficers, agents, emplvyees, subcontractars, licensees ar invitees, whether� or� not aMv
such iniur°v, dama�e or death is caused, in whole or ir� �apt, bv the negligence vr
alle�ed ne�iigence of Owr�e� its o�ceps. servants. or� em�lovees. Contractor likewise
cov�nants and agrees to indemnify and hold hazmless the Ownerr from and against any
and all injuries to Owner's officers, servants and empIoyees and any damage, loss or
destruction to praperty of the Owne�r arising from the performance of a�y of the terms and
canditions �f this Cantract, whether� or not anv such iniuPv or dumn,�e is caused in �
whole or in narl bv the negli�ence or alle�ed neeli�ence of Owne�°1 its a�eer�s. servant�
or emplovees. �
In the event Owner receives a written claim fo� damages against the Cantpactor or its
subcontractors prior to final payment, final payment shall not be made until Contractor
either {a) submits to Ownep satisfactory evidence that the ciaim has been settled andlor a
release from the claimant invalved, or� (b} p�ovides Qwner with a letter from Contcactor's
liabi3ity insurrance carrier that tha claim has been refeYred to the insurance carriep.
Ths Directar may, if he deems it appropriate, refuse to accept bids on ather City af Fort
Worth pub�ic work from a Contractor against wham a claim fo� damages is autstanding
as a resuit of v�ork performed under a City Contract.
G. INCRE.ASED OR DECREASED OUANTITIES: Part C� General Conditions, Sectian
C4-4 SCOPE OF WORK, Page C 4-4 (1), revi,se paragraph C4-4.3 INCREASED OR
DECREASED QUANTITIES to read as follows:
Revisad
05/�0/0�
Pg. �
�
The Owner reserves the right #o alter the quantities of the work to be performed or to
extend or shorten il�e improvements at any time when and as found to be necessary, and
th� Contractor shall perform the wark as altered, increased or decxease� at the unit prices
as estabTished in the contract docume�nts. No allawance will be made for any changes �n
lost ar anticipated profits nor shall such changes be considcred as waiving or invalidating
-- any conditions or provisions of the Contract Documents.
Variaxions in quantities of sanitary sewer pi�es in depth categ�ries sha11 be interpreted
herein as apply�'tng to the overall quantities of sanitary sewer pipe in each �ipe size but nat
to the various d�pth categories.
H. C3-3.11 INSURANCE: Page C3-3 {7}: Add subparagraph "h.1�DDIT�ONAL
INSURANCE REOUIItEMENTS„
a. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's inswrance palicies excepting employer's liability insnrance
coverage under Contractor's workers' compensation insurance policy.
b. Certifica�es of insurance sha�l be delivered to the City af Fort Worth, contract
administratar in the respective depart�nent as speciSed 7in the bid documents, 1000
Thrackmarton Street, Fort Worth, TX 7610�, priar ta cammencement of work on the
contraeted project.
c. Any failure on part of the City to request requ�red insurance documentation shall not
constitute a wa�iver of the insuranee requirements specified herein.
` d. Each insurrance policy shall be endorsed to provide the City a miniimum #hirty days
notice of cancellatian, non-renewal, andlor material change in palicy terms or cove�age.
A ten days natice shall be acceptable in the event of nan paymen# of premium.
e. Insurers must be authorized ta do business in the State of Texas and ha�e a current
A.M. Best rating of A: VII or equivalent measure of financial strength and solvency.
f. Deduc#ible .limits, or self-fitnded retention limits, on each policy must not exceed
$10,000.fl0 per occurrence unless otherwise approved by the City.
g. Other than worker's compensation insurance, in lieu af traditional insurance, City may
consider altemative coverage ar Yisk trea�nent measures through insurance pools oP �isk
retentian groups. The Ciiy must approve in writing any alternative coverage.
h. Woxkers' compensatinn insurance policy(s} covering employees employed on th�
project sk�all be endarsed with a waiver af s�brogation provi�ding rights af recovery in
favor of the City.
Revised
05/20/42
Pg. 3
L�
i. City shall not be responsib�e for the direct payment of insurance premium costs far
contractor's insurance.
j. Contractor's insurance pa�icies shall each be endorsed to provide that such insurance is
primary proteet�an and any self-funded or commercial coverage maintain�d by City shall _
not be called upon to contribnte to loss recovery.
k. In the course of the project, Contractor shall repart, in a timely manner, to Ciiy's
aff cially designated contract administrator any lrnown loss accurrence which could give
rise to a liability claim ar iawsuit or which couid result in a property loss.
1. Contractor's liability shall not be �imited to the specified amounts of insurance
requued he�rein.
m. Upan the request of City, Contractor shall pmvide complate capies of all insurance
policies requixed by these con�act documents.
i. C$-8.4 SCOPE OF PAYMENT:, Delete C8-8.4, Scope of Payment at page C8-S(1) is
deleted in its entirety and replaced with the following:
The Cantractor shall receive and accept the campensataan as herein pravi.ded, in full
payment for furnishing all labor, taals, materials, and incidentals for performing ali wark
contsmpiated and embraced under these Contrac# Documents, .�or all loss and damage
arising aut af the nature of the work or from the action af the elemen#s, far any
urzforeseen defects ar obstructions which may azise or be encaunte�red during the
prosecution which may arise or be encountezed during the pmsecutian of the work at any _
time before its final acceptance by the Owner, (except as pmvided in patagraph C5�5.14}
for all risks of whatever description connected with the pmsecution af the work, foY all
expenses incurred by ar in cansequence nf the suspension or discontinuance of such
pro�ecution of the wozking operatians as hereir� specified, or any and all infringements af
patents, t�ademazks, copyrights, or other legal reservations, and for comp�eting the work
in an acceptable manner accarding to the terms of the Cantract l]ocu.ments.
The payment of any current or partiai estimate prior to the final acceptance af the work by
the Owner shall in na way constitute an acknowledgment of the acceptance of the wor�,
materials, or equipment, nor in any way prejudice or affect the obligatians o� the�
Contractarr ta repair, carrec#, renew, or replace at his own and praper expense any defects
or imperfections in the canstruction or in the strength or quality of the material used o�
equigment or machinery fi�mished in or abou# the constructian of the work under contract
and i#s appurtenances, or any damage due or attributed to sucl� defects, which defects,
imperfections, or damage shall ha�e been discovered on or before the final inspection and
accepfance of the work ar during the two (�) year guazanty period after the final
acceptance. The Orrmer sha11 be the sale judge o� such defects, imperFections, or� damage,
and the Contractor shall be liable to the Owne�- �ax fai�ure to correct the same as pravided
herein.
Revised
OSI�Q/02
Pg. 4
�
J. C8-8.10 GENERAI. GUARANTY: Delete CS-8.10, General Guaranty at page C8-S(4) is
deleted in its entirety and replaeed with the following:
Neither the final certificate of payment nox any provisian in #h� Contract Doctunents, nor
partial or entire occupancy or use of the premises by the Owner shall constitute an
acceptance of work not dane in accordance with the Con#ract Documents ar relieve the
Contractox of liability in respect to any express warranties ar responsibility far faulty
materials or workmanship. The Contractor shall remedy any defects ar damages in the
work and pay far any damage ta other work or property zesulting there fram which shall
a�ear within a period of two (�) years from the da.te of final acceptance of the work
unless a langer period is specified and shall furnisls a good and sufficien� maintenance
bond in ihe aanount of i d0 percent of the amoun� of the cflntract which shall assure the
performance of the general guazaniy as above outlined. The Owrter will give notice of
ubserved defects wxth reasonable promptness.
Any reference to any shorter periad of time of warranty contained elsewhere within the
specificatior:s shall be resolved in favor of this specifications, it being the City's intent
that the Contractor guazantee its work for a period of two (�) years fallowing the date of
acceptance of the project.
In the Special Tsistructions to Bidders, TPW contracts place the fallowing in li�u of the
existing paragraph 2.
K. C�-�.7 DELIVERY OF PROPOSAL: Delete C2-2.7, Delivery of Proposal at page C2-
2(4} i� deleted in its entirety and replaced with the following:
No proposal wi�l be considered unless it is delivered, accompanied by i�s proper Bid
Security, ta the Purchasing Manager or his representative at the officiallocat�on aa�d
stated time set forth in the "Notice tv Bidders." It is the Bidder's sole responsibility to
deliver the proposal at the pmper time to the prop�r place. The mere fact fhat a praposal
was dispatched wiIl not be considered. The Bidders must have the propasal aGtually
deiivered. Each praposal shaIl be in a sealed anvelope plait�y marked with the word
"pROPOSAL," and the name or descrip#ion of the project as d�signated in the "Notice to
Bidders." The envelope shall be addressed to the Purchasing Manager, City af Fort
Worth Purchasing Divisian, P.O. Box 17427, Fort Worth, Texas 76102.
L. C2-2.8 WITHDRAWING PROPOSALS: D�lete C2-2.$, Withdtawing Proposals at page
C2-2(4) is deleted in its entire#y and replaced with the following:
Propasals actually filed with the Pnrchasing Manager cannot be withdra,wn prior to the
time set for apening pmposals. A requ�st for non-consideration of a proposal must be
made in writing� addressed to the City Manager, and filed with him prior to the time set
for the apeiung of proposals. After aIl proposals not requested for nan-consideratiQn are
opened and publicly read aloud, the proposals far which non-consid�ration requests have
been properly filed may, at the optian of the Owner, be returned unapened.
Revised - Pg. 5
. os��o�a2 �
M. �2-2.9 TELEGRAFHIC MODIFICATION �F PROPOSALS:. Delete C2-2.9,
Telegraphic Modifications of ProposaXs at page C2-2(4) is deleted and replaced with the
fallawing:
Any bidder may modifj� his praposal by telegrap�ic cammunication �t �any �ime prior to
the time set for opening proposals, provided such telegraphic communicatian is received
by the Purchasing Manager prior to the said proposal opening time, and provided further,
that the City Manager is satisfied that a written and duly authenticated confirmation of
such telegraphic communication over the signature of the bidder was mailed prior to the
proposal opening tune. If such confirmation is not received within forty-eight (48) haurs
after the proposal opening time, no furth�r consideration will be given to the proposal.
Revi�ed � Pg- 6
os��o�aa � -
'�� � -' I! ��
���Cl/�� �����TI ����
�
SP]E���.� C�l�I�g�I�1�S
TABLE OF CONTENTS
�
�
D-1
D�2
D-3
D-4
D-5
D�5
D�i
D-S
D-9
D-l0
D-11
D-12
D-13
D-I4
D-15
D-16
D-17
D-18
D-19
D-20
D-21
D�22
D-23
D�24
D-25
D-26
D-�i
D-28
D-29
D-30
D-31
D-32
D-33
D-34
I}-3S
D-36
D-37
D-38
D-39
General
Project Designat�on
Right T� Audit
Projec� Sxgns
Wage Rates
Coordination with Fort Worth Water Department
Dewatering
Crossing of Existing Utilities
Existing Utilities
Exploratory Excavations
Test Holes
Substitutians
Water Services
Valve BIocking
Ductile-Iron & gray Iron Fittings
Detectable Warning Tapes
Minority/Women Business Enterprise Compliance
Easements and Permits
Concrete Encasement
Barricades, Wamings and Flagmen
Disposal of SpoiUFill Material
Temporary Soi1 Erosion, Sediment, and Water Pollution Control
Hydro Mulch Seeding and Sodding
Addi#ional Insurance Requiremeuts
Wnrker's Compensation Insurance
Operating and Maintenance Manuais
Samples and Quality Control Testing
Pratection of Trees, Plants, and Soil
Project Clean Up
Project Schedule
1" Coppear Services
Public Notificatian Prior to Beginning Canstrvction
Tra,ific Control
Pre-Constrvction Neighborhovd Mee�ing
Constructian Stakes
Met�ring Water During Construation
Breakdawn of Bid Proposal
Award of Contract
Submission of Contract Docum�nts, Canstruction Start Time and
Pr�Conshuctinn Submittals
�l
D-40 Pr�Construction Canference
D-41 Calendar Day
D-�b2 Subsidiar� Work
D-43 Damage to Private Property
D-44 Examination of Site
D-45 Zoning Gompliance
D-4S Construc#ion Schedul� and Sequencing of Work
D-4i Safety Restrictions — VVark Near High Voltage Lines
D-48 Sanitary Faciliiies for Workers
D-49 Legal Relations and Responsibilities to the Fublic
D-50 Mec&anics and 1Vlateria�en's Lien
D-51 City of Fort Worth Standard Praduct List
D-52 Confined Spac� Entry Pro�am
D-53 Substantial Completion Inspectian / Frnal Inspection
��
i� i
pART D - SPECIAL CONDITIONS
��q ��nera�:
5ub}ect to modifications as herein conta9ned, the Fort Worth Wat�r Department's General
Contract Documents and Specifications, effective July 'f, 1978, with the latest revisions are
made a part of ihe Contract Documents far this projec#. The Plans, Special Canditions and
Provisions �ocuments, and the rules, regulaiior�s, requirements, instructions, drawings or
details re€erred ta by manufact�rers name, number or identification inciuded therein as
specifying, referring or implying product control, performanc�, q�ality, or other shall !�e bindirig
upon the Contractor. 7he specifications and drawings shall be considered cooperative;
th�refare, wo� or ma#erial call�d for by flne and nat shown or mentioned in the ather shall be
accomplished or fumis�ed in a faith#ul manner a� though required by all.
The order or precedence in case of confficts or discr�pancies between various parts tif the
Contract �ocum$nts subject to the rUling of the �ngineer shali g€nerally, but not nec�ssarily,
follow th� guidelines listed below:
1. �lans
2. Contract Documents
3. General Contract Documer�ts and Specifications
The #ollowing Special Gonditions shai) be appiicable ta t�is project and shall go�ern over any
conflic#s with the General Contract Docum�nts under the pro�isions stated above.
INiERPR�iAiION AND PR��'A�A�ION OF PROP�SAL:
A. D�LtV�RY OF PROPO'SA�: No propasaf wilf be considered unless it is delivered,
accompanied by its proper �id Secu�ity, to the Purchasing Manager or his representative at
the afficial location and stat�d time set forti� in the "Notice #o �idders". It is th� �idder's sole
respansibility ta deli�er the proposa! at the proper time to the �roper place. ihe m�re fact
that a praposal was dispaiched wi�l riat be considered. ihe �idders must have the proposal
actualiy �1eli�ered. �ach proposal shall be in a sealed en�elop� pl�inly m����d with the
worc! "�F�Q�QSAL", and th� name o� desceiption o� the project as d�signated in tMe "R�otice
to Bidd�rs". The �nv�lope shall be �ddressed to ihe Purchasing Manage�, City of �a�
Wort� �urchasing �ivision, PO �ox 170�7, Fort Wor�h, �exas 761 Q2.
�. WfiHDRAWING RROPOSA�S: �raposals actually filed with the Purchasing ill�anager
cannot be wiihdrawn prior ta the time s�t for opening proposals. R request far nar��
consideration of a propasal must b� mad� in writing, addressed to the City AAanager, and
f led with h�m prior to the time set for the opening of proposals. Aft�r all proposals not
requested for non-consid�ration are opened a�d �ub[icly read aloud, the proposais #or
which non�consideration r�quests have been prop�rly filed �, at the aptian o# the �wner,
be retumed unopen�d.
C. i���CRRP�iIC MO�I�lCA�lOA1 OF PROP05R�.5: Any �,idder may modify his proposal by�
telegraphic communication at any time prior ta the time set far op�ning praposals, �rovided
such teleg�aphic commuriication is r�cei�ed by the Purchasing Manag�r prior to the said
propasal opening time, and pro�ided fiurther, that the City Manag�r is satis�ied that a writt€n
and duly authenticated confirmatian of such telegraphic communication a�er the signature
af the bidder was mailec� prior to the proposai opening time. If such confirmation is not
o-�
��
received within #orty-eight {4�) hours after the proposal opening tirne, no further
cnnsideration will be given to the proposal.
L?-� Pr�iec� f�esi�tn�iion:
Construction under these Special Doeuments shall be pertormed under the �ort Worth Water
Department Project Designatio�s:
SANITARY S�WER LiFT' SYA�IOPJ T'0 S�RV�
S�N��RA �ANCH
Sewer Project Number P171-Q101712�0030
D�3 Ripht io Audi4:
RIGH� �O AUDIT: Part C-�eneral Conditions, Sectior� C�-�
M�ASUREM�NT AN� PAYM�NT, Page C�-� (�), add the foliowing:
"C�-�.14 R1GH� �'O AUDIT,
(a) Contractor agrees that the City shall, until the expiration af thr�� (3} years after final
payment under this cor�tract, h�ave acc�ss to and the right to examine and photaco�y any
directly pertinent books, documents, papers and records of the Contractor invol�ing
transactior�s relating to this con#ract. Cantractor agrees that the City s�ail ha�� acc�ss during
n'ormal wor�cing hours to all necessary Cantractor facilities a�d shall b� provided adequat� and
appropriate workspace in order to conduct audits in campliance with the provisions ofi this
s�ction. �he City shall gi�e cantractor reasanable advance notice of intended audits.
(b) Contractor furth�r agre�s to iRciude in a�l its su�contracts hereunder a provision to th� effect
that the subcontractor agrees that th� City shallT until the expiratian of thre€� (3) years after finai
paym�rit under thQ subcon#ract, hav� access to and the right to �xamine and photocopy any
directly pertinent books, documents, papers and records of such subcontractar, invotv�ing
transactians to th� subcont�act, and furth�r, that City shall have access during normal working
h�urs to ali subcontractor f�cilities, and shall be p�o�id�d ad�quat� and appropriate wor�
space, in order to canduct audits in c�mpliar�c� witn the pr�visivns of this ar�icl�. City shall give
subco�tractor reasonable a�lvar�c� r�otic� of int��ded audits.
(c) ContractoY a�d subcontractor agree to phatocopy such documents as may �e requ�st�d by
th� �ity. ��e City agrees to reimburse tFie Gontractor for tha'cost of copi�s as fo�lows:
1. 5� copies an� under � 10 cent� p�� page
2. i�ore t�an �f} eopi�s d S� cen4s fior #Fi� fiest pa�� plus
ffi�e� cents #or each pag� t�iere�ft�e. �
D-4 �pei��t �ic�ns:
Pro�ect Signs are required at �I4 loca#ions which wiil b� under construction fo� mor� than thirty
(30) caf�ndar days as indicated in Part � Pro�osal. Proj�ct Signs shall �e i� �ccardanc� with
�'igur� 34 {dat�d ��28�8�9) of the General C�nt��ct Docum�nts. 7he si�ns may be mount�d on
s�Cids or on posts. �he �xa�t locations and m�thods of mountin� shail be approved by the
engine�r. Rny and aEl casts for the required materials, iabor, and e�uipm�nt nec�ssary for the
fuenishing vf �roject Signs shall be consid€red as a subsidiary cost of the project ��d no
�dditional com�er�sation will be aAow�d.
D-2
1 I
��� l��ae �ate�:
Section C3-3.13 of ths Generai Gonditions is deleted and r�placed wiih the following:
(a) �he cantractor shall comply with al! requirements of Chapter 2�58, 7exas Goverr�ment
Cade, including the payment of nat less than the rates determined by the City Council of the
City of Fort Worth to be the pre�aiiing wage ra#es in accordance with Chapter 2��8, Texas
Gov�mment Code. Such pre�ailing wage rates are included in these con#ract dacuments.
(b) T3�e cor�tractor shall, for a periad of three (3) years foflowing the date of acceptance of
the wari�, maintain records that show (i) the name and occupation of each worker emplayed by
the contractor in the construciion af the work provided far in this cantract; and (ii} the acteaa! p�r
diem wag�s �aid ta each wor�cer. ��es� records sh�ll be open at all reasanable hours for
insp�ction by the City. T'h� provisions of U�3 F�ight ta Audit p�rtain to this inspection.
(c) ihe cor�trac#or shall inc�ude in its subcontracts andlor shall otherwise require all af its
subcontractors to comply wit� paragrapfis (a} and (b) a�ove.
(d) With each partial paymer�t estimate or payroll period, whichever is less, an affidavit
stating that tF�e contractor has complied with the requiremen#s of Chapter 2��8, �'exas
Government Code.
�he contract�r shall past the pre�ailing wage rates in a conspicuous �lace at the site af the
�ra�ect at all times.
Th� labar cl�ssifications and mtnimum wage rates setforth her�in ha�e been predetermined by
the City Cauncil af the City af Fort Worth, iexas, in accordance with statutory requirements, as
being the prevaiiing classifications and rat�s that sha�l gavern on ail work pertormed by the
Contractor or a�y sub-contractor on the site of the project eover�d by these Contract
Documents. In no e�ent shall less ihan th� following rates of wages be paid. Where conflicts
exist between two wage rate tables, use higher rate.
���!lAI�IA�� �RlA�� �i� �8R �dAO — FRIC;HIdVdY C�PISi�UCiION
CL�SSI�I���ION b��1RL,Y �►TF
As�halt R��er
Asphalt Shov�ler
�atching Plant W�igher
Carpenter (�ough}
Concrete �inisher-Pa�ing
Can�re#e �inish�r Helper (�aving)
Cancrete Finisher Structur�s
Flagger
Form Build�r-Structur�s
Form Setter�Paving & Curbs
�orm Setter-Structures
�aborer-Common
La�arer-Utility
ii�ec�anic
$10.32
�9.��
�9.6�
$13.64
$1D.16
$9.�0
$'f 3.44
��.00}
$13.44
�1 �.�v
$9.7:
$�'.64
$8.64
�13.2�
D-3
�
Sen+icer
Pipe Layer
Pipe Layer Helper
,4sphalt Distributor Operator
Rsphalt Paving Machin� �Jperator
Concret� Paving Saw
Cran�, Clamshell, Backl�oe, �errick, Dragiine, Shavel (< 1
CY}
Crane, ClamsheEl, �ackhoe, �errick, Dragline, Shovel (> 1
CY)
�ront �nd Load�r (� 11� CY & ��ss}
�rant �nd Loader (o�er 2112 CY}
Milling hllachine Operator
Mix�r
tiNator f�rade� Op€rator (�ine Grad�}
Mo#ar Grade� Operator
Paveme�t Marking Machine
Raper, Sfeel Wheel P1ant-Mix Pavements
Roller, Stee� Wheel Other �latwhe�i ar iamping
Roller, �'neUmatic, 5elf-Propelled Scraper
ira�eting Mixer
Reinforcing Steel S�tter (Pa�ing)
ir�aek l]ri�er�Single Axl� {Light)
Yruck Dr€ver-iandem Axl� S�mi-Trailer
Truc� Driver-LowboylFlaat
iruck �ri�er�Transit Mix
�ruck briver-Winch
City of ��rr� ���th
��ailding and ����tp��fii�n Tr�des
Pr�v�ili�� l�d�g� �t��e� go� 20��
C1as�i�ic��ie��
Air Condition Mechanic
Air Candition {�echanic HeEper
Acousti� Ceiiing lnstal{�r
Rcoustio C�iling Installer b�lper
Asbestas Worker
�r icklayerlStnn� Niason
�ricklay�r/5tone Mason H�Iper
Carp�nter
Carp�nter Helpe�
Concrete �inish�r
Concrete Finish�r b�lper
Cancrete Form �uilder
Cancr�te Form �uilder H�tper
�rywall Tape�
�rywall Taper Help�r
�lectrician Jou�neyman
�lectrician I�elper
�I�ctro�ic 7echnician
D-4
1/2
$1Q.13
��.35
$6.75
$11 �4�
$11.09
$1 Q.53
$1 U.40
11� $19.52
$9.94
$9.3�
��.00
$11.OQ
�12.31
�13.75
$11.40
�9.��
�'i �,12
��.a�
�9 0.00
$9.75
��.ao
$1 a.22
$10.�4
$10.63
�9.�0
Ha�ply �afi��
$1�.98
�10.75
�14.0�
$1 Q.88
$10.�i�
�17.�1
$10.16
$13.92
�� 0.3�
$12.6�
�S.i3
$11.97
�9.��
$11.33
$8.OD
$11,46
$11.30
$12.�0
0
� -r
� Electronic Technician Helper
� ° Floor Layer {Carpet)
�toar �ayer (Resiiient)
Floor Layer Helper
Glazier
Glazier Helper
I�sulator
Insulator Helper
Laborer Comman .
Labor�r Skill�d
Lather
�ather Helper
Metaf Building Assembler
_ Metal �uilding Assembl�r Helper
paint�r
Painter H�Ip�r -
Pip�fitter
Pip�fitter belp�r
P�asterer
Plast�rer H�Iper
F'lumber
Plumber Helper
Reinforcing Steel Setter
Roof�r
Raofer Helper
� Sheet N�etal Worl�Er
Sh�et Alletal Warher �lelper
Sheetrock Hanger
` SheetrocF� Hanger Helper
Sprin�ler System Installer
Sprinkler System Installer Help�r
5t�el Wor�er Struct�ral
St�el Work�r Siructural h�elper
Wefd�r
� Welder Helper '
H��lY �QUI�[P��i�i OP�RAiO�S
$8.50
$17.00
$16. �0
$13.50
$15.02
$1 Q.90
$12.04
$9.40
$�.85
$1 D.35
$14.00
$11.00
$10.00
��.iQ
�12.83
$�.3�
�'1 �.60
$1Q.1�
$16.00
$11.OD
$� fi,9'i
�9.�5
�10.40
$11.�7
$8.33
�$14.4�
$9.57
$12.45
$8.fi4
$16.8i
�'� �.13
�11.36
$�.�Q
�14.70
�11.�4
Crane, Clamshell, �ackhoe, Derric�, Dragline, and Shav�l $1�.�0
Forklift Ope�ator �s.�3
�aundatian Drill Operator , $13A0
�rant �nd Loader Operator $11.22
Yruck briv�r $10.31
�-C C���di�ati�� with �'or4l�Vor�Fi 1��4�p 9er��rtmenfi:
During the constr�ction of this project, ii will b� necessary to deactivat�, tor a periad of time,
existing lines. ihe Gontractor shall be required to coordinate with the Water �epar#ment to
d�#ermine the best times for deacii�ating and activatir�g thase lir�es.
D-5
C�-7 �]e►wafi�rir�:
�'he Contractor shali be respansible for d�termining the method of dewatering operatinn for the
water nr sewage flows from the existing mains and ground water. The Contractar shall be
responsible far� damag� of any nature resulting from the dewa#ering operations.
ih� DlSCHARG� from any d�wa#ering aperation shail be conduct�d as appraved by the
�ngineer. Cround wat�r shall not be discharg�d into sanitary sewers. ""
�7ewat�ring shall b� considered as a subsidiary cost of the lift station and no additional
compensation will be allawed.
��� Crossin� �f �xisiin� �tilifiies:
Wher�: a propased water fine c�asses�over a sanitary sew�r or sanitary sewe� service fine
�nd/or a propos�d s�wer (ine cross�s a�er a water line and the clear vertica! distance is less
than 9 feet barrel #a barr�l, th� s�nitary s�wer or sanitary sewer service lin� st�alt be ma�e
water�i�ht o� be constructed of ductii� iran pipe. f he r€auired length af replacement shall be
dete�min�d by th� �ngi�eer. Yh� mat�rial for sanitary sewer mains and san�tary s�w�r laterals
sh�il be Class 5� Ductiie iro� �ip� with palyethyl�ne wrapping as specif�d in Mater'rai Standard
�1 e6 contained in the i�en€�al Contract pacuments. �'he material far sanitary sew�r service
lines shall be extra s#rength cast iron �soil pip� with �oiyethylene wrapping as spe�i�ed in the
�en�ral Contract Docume�ts. Adapter fittings shall be a ur�#h�ne or neopren� cQupling
A.S.T.i4i. C�425 with series 300 S#a�nless Steef campression straps.
Payment for work such as backfiil, fittings, tie-ins and al.l other �ssaciated appur�enants
required, shall be co�sidered as a subsidiary cost of the lift station and no ad�litional
comp�nsation wifl be allowed.
��� ��i�tirr� U4iliti��:
�M� pians show t�e locatio�s of alt known sur�ace and subsur�ac� structur�s. Fiaw�ver, the
�uvner assumes na ��spansibility for failure to show any or ali af these structur�s on the �lans,
or ta shaw them in their �xact location. it is mutually agr�ed th�t such failur� sh�ll nat b�
conside�ed suffici�nt basis for �laims fae �dditional corrt�en�ation far �xtra wa�k ar for
increasing the pay quantities in any manner whatso�v�r.
iHe Contrac#or sha11 be r�s�o�sible far ve�ifyin� th� lacatio�s af and prvt�cting all �xisting
utiliti�s, s�rrvic� lines, or othe� prope�ty c�assed or exposed �y his co�s4�uctiori operation�.
C�ntracto� shall make al� n�c�ssary prov€sians for the suppo�T protection, r�location, an� o�
tempo��ry reloc�tion of all utiiity pol�s, gas lines, telephvne cables, utility s�rvices? vu��ter m�ins,
sanitary s�w�r fines, �lectrical cables, drain�ge pip�s, and all ather utiiiti�s and structures both
ab4v� and below ground duri�g construction. i'he �ontractoP is liabl� fior all ��mages done t� ___
such exi�ting facilities as a�esult af his ope�ations and any anc! all cost ir�cu�r�d fior the
protection and or t�mporary r�location of such fiacilities shall b� included in th� cas# bid per
lin�ar foat of pipe inst�lled. NO f�D�1710NA� COM��fVSRiION WILL �3E A�I�OWE�.
Where existing utiliti�s or service lines are cut, broken or damag�d, t�e Cont�actar shall re�lac�
or repair th� utilities or service lin�s with the same type oi ari�i�al material and construction, or
better, unless otherwise shown or not�d on th€ plans, at his own cost and expens�. T71e
Contractor shall imm�diately notify th� Owner ofi th� damaged �tility ar servic� lin�. i�e shall
. .,
cooperate with the awners of aH utilities to locate existing underground facilities and notify the
Engineer at once of any conflicts in grades and alignment.
In case it is necessary to change or move the property of any owner of a public utility, such
praperty shall not be moved or intertered with �ntil ordered ta do sv by the Engineer. The right
is reserved to the owner of pubiic utilities ta enter upon the limits of the project for the pur�ose
of making such changes ar r€pairs, of their properky that may be made necessary by
pertorma�ce o# this contrac#.
�010 l�xplor�4otv �.xcare�iion�:
Ln addition to thase ar�as as may be designated on the prawings, it shall be the Contractor's
responsibifiky to �xcavate and locate existing utilities, which may affect construction of the water
andlar sewer faciliti�s. Ail explaratory excavations sha11 occur far enougt� in �dvance to permit
any necessary re4ocation to b� made with minimum delay. All costs incurr�d by the Contractor
in ma�ing �xplorakory excavations shaU be cansidered as a subsidiary cost af tt�e lift statiar� and
Ro additionaf com�ensation will be allow�d.
��1 � Ye�f bol��:
�'he matter af s�absurface exploration to ascerfain the nature of the soils, fncluc�ing th� amount
of roc�, if ariy, through wriich this pipeline installatian is to be made is the responsibility of any
az�d a!1 prospec#iv� bidd�rs, and any bidder on t#�is project shall submit �is bid under tl�is
condition. Whether prospecti�e bidders perform this subs�rtace exploratian jaintly ar
independently, and whether they make such determinaiions by the c�se of test ho#es or ather
m�ans, shali be left to the discretian of such prospective bidders. Yh� cast of the roc� removal
and other associat�d appurtenants, if requ9red, shall be �or�sider�d as a subsidiary cost of the
lift station and na additional com�en�akion wil! be allow�d.
��92 Subs�ite��ior��: .
ihe specificatsons for materials set out the minimum standard af quality, which the City belie�es
,, necessary tr� pracur� a satisfaetory prQject. No substitutions wfll b� permitted until th�
Contrac�or has receiv�d written p�rmissian of the Engineer to make a substitutian for the
� material, which �as b�en specified. Whe�e the t�rm "or equal," a� "qr approved eq�al" is us�d,
it is u�derstood #hat if a ma#erial, product, or piece of equipment bearing the name so used is
furnisl��d it wEll be apprflvabi�, as the particular trade name was eased far the purpose of
.. �stablishing a standard of qualEty acceptable to the City. If a prod�ct of any other name is
proposed for c�se, the �ngineer's appro�al th�reof must b� abtained befiore #he prapos�d
substitute is procured by the C�ntracta�. Where the t€rm "or equaol," or "ar approv�d equal" is
not us�d in the speci�ications, this does nvt necessarily exclude �lternative it�ms ar material ar
equipm�nt wi�ich may accomplish the in#end�d purpas�. Howe��r, th� Contractor shal� have
a the fu11 res�ons�bility of proving that the proposed substitution is, in fact, equal, and th�
, �ngineer, as the representative of the City, s�iall be the sole judge of th� aec�ptability of
substitc�tions. The provisions of this sub-section as �elated to "Substitutions" shall be appiicabl�
� to aA s�ctions of these specifications.
��13 �V�t�r ��rvi�es:
All ser�ice's shall be construct�d by the contractar utilizing approved f�ctory manufactuPed tap
saddles {wh�n r�quire�l) �nd corparatior� stops, type F� copper water #ubing, curb stops with fock
wings, meter boxes, a�d if r�quir�d appraved manufactured sePvice branches. All mat�rials
used shalt be as speci�ed in th� flAaterial Standards (�1-1i &�1�1�) cantained in the �en�ral
Contract Dacuments.
D-7
L�
A minimum of 24 ho�ars advance notice shall be given when service interruption wi�l be required
as specified in Section C5-5.15 iNiERRUPTION OF SERVICE.
Afi water servica meters sf�all be remo��d, tagged, and collected by the contractor for pickup by
th� Water D€partm�nt for recor�ditio�ing or replacem�nt. After installation of the water service
in the prap�sed location and r�ceipt of a met�r from the project inspector th� cantractor shall
install the meter. ihe met�r box shalE be res�t as necessary to be flush with ex'rsting graund or
as otherwise directed by the �ngin�er. All such wor� an th� ou#le# sid� af the s�rrrice meter
beyond five (5) feet shali be perfarmed by a �icensed plumb�r.
1. NEW S��VIC�. When new services are requir�d the contractor shall instal! tap saddle
{when required), corporation sto�, type K copper service lin�, curb stap w�th #a�k wings, �nd
meter bax.
�ayment for all work �nd materials such as backfill, fittings, type K copper tubing, and curb stop
with lack wings shall be consider�ct as a subsidiary cost of the lift station and no additional
compensation will be al[owed.
Payment for all wflrk and materials such as tap saddle, corporation stops, and fitttngs shall b�
cansidered as a subsidiary cost of the lift station and no additional compensatian will b�
allnwecf.
Payment for ail work and materials such as furnisMing and setting new met�r box shall b�
consid�red as a subsidiary cost of the lift station and no additianal compensation will b�
allawed.
��94 Nalde �i�ckin�:
All valves shall have concr�te blocking for support. Valv�s shall have poly�thylen� wra�pping
p�r il�aterial 5pecification ���13 and Canstruation Specificatian ���13 installed prior to concret�
blocking. No separate payment will be mad� foe �ny af the work involved for thts item and all
costs incurred shafl b� consideeed �s a subsidiary cast of the lift s#a�iori and na additional
compensation will be allow�d.
9�'�a D��fiil��lro� ��� �r�v�lpor� �i�ir���:
R�f�rence Parfi �� Construction 5pecific�tions, Sec�io� �2a1 Instal�ing ��s4 Iron �i�e, �ittings,
a�d 5pecials, S�ab section ��n7.1'I Cast Iron Fittings: ihe first �aragraph shali �e r�vis�d �o
read as f�llaws:
�2�7.11 DUCiILE�IROi� AN� G�AY�I�ON �� fi�NGS: All ductile-iron and gray�iro� €itting�
shall b� furnis��d with c�ment �nnr��r kini�g as state�l in S�ction �1�7. `�he price bid ��� ton of
fittings shall be payment in full for all fittings, joint acc�ssori�s, paEy�thyl�ne wrapping,
hori�onta� c�r�crete blockin�, verticat tieddown concrete blocking, and concret� cradf�
nec�ssaey fo� const�uctior� as designed.
All ductil��iran and grsy�iran �ttings, valv�s an�i speciafs shall be wr�pped witf� pa}yethylene
wrapping confiarming to Mat�riai Specification �1-13 �nd Ganst�ction Speci�oatian �2�13.
Wrapping shall prered� harixnntal cancr�te blocking, v�rtical ti�down concrete blocking, and
ca�cret� cr�dle. �aym�nt for the p�lyetNylene wrapping, hapi�or�tal cancrete bloa�ti�g, vertica4
�
�
tie-down concrete bEocl�ing, and cancrete cradle shal! be considered as a subsidiary cost o� the
lift station and no additianal cornpensation will be allowed.
D-96 ��fe�t�ble !l�arninq ��pes:
Detectable underground �tility waming tapes which can b� located from the surtace by a pipe
detector shall �e instailed directly above non-metallic water or sanitary sewer pipe. Yhe
detectable tape shall be "[letect "�ape" manufactured by Allen Systems lnc. or approved equalt
and shall consist of a miRimum thickn�ss 0.35 mils sofid aluminum foil encased in a pratective
inert plastic jac�Cet that is impervious to all �nawn alkalis, acids, chemical reagents and salvents
found in th� soil. �he minimum overall thickness o# the tape shall b� 5.5 mils. and the width
shall not be less than 2". inches with a minimum unit rrveight of �-'1I2 poundsl1 "110Da'. Yh� tape
sf�ail be colo� cad�d and imprinted with tF�e message as foliows:
ivt�e of Utilitv Colar �ode �.eaends
S�wer 5afety Gr�en Caution �uried S�wer �in� �elaw
Installation of detecta�l� tapes shall be per manufactur�r's recomm�ndations and shall be as
close ta the gr�d� as is practical for optimum prot�ction and det�ctability. AI1ow a minimum o�
18" incl�es between the tape and the pipe. Paym�nt far work such as 6ackfill, bedding,
b�ocking, det�cta�le tap�s and all ot��r associated appurtenances �eq�ired shall be considered
as a subsidiary cost af the. lift station a�d no additional compensation wil� be allowed.
D-�7 Ii�i�rori�raNVomer� �u�it�e�s ��Yer[�js,� Campliar�ee:
Ref�rence Part C(General Canditions}, Section C3-�3.2 �r�titled "'NiINO�ilT1f �LISINESS
�iVT�FtPFt15�/WOM�N-�WN��3 �USIN�55 �NiERF'RIS� COMP�IAf�C�" shall be deleted ir�
its entir�ty and rsplaced with th� following:
` Upon requ�st, Contractor agr�es #o pro�id� to Owner com�lete and accurate information
regarding actual wori� petfoe�ed by a ii�iinarity �usiness �nter�rise (M��) andlar ae Woman
_� �usin�ss �nter�ris� (W��) on the contract and payme�t th�eefo��. Contract�r further agre�s
�� to permit an audit �ndlor examination of any books, records or files in its possession that will
scabst�ntiat� the a�ctual wark pe�f�rmed by an M�� andlor 1N��, '�he ��nisre�resen#atian of
' facts (ot�i�r than a negfi�ent misr�pres�ntation) ar�dlor the c�mmission of fraud by the
, Contractor will be grounds fior termination of the cantract andlor initiating �ction under
appropriate federal, state or lacal laws ar ordinanc�s r�lating to false s��tements; fur�he�, any
s�ch miseepresentation (oth�r than negligent misrep�esentatio�) �r�dlc�r r.arrrimission af �rauc!
wiA �esult in the Contractor being determined ta be irrespo�sible and i�arr�d from participating in
� City work for a period of time of not less than thr�e (3) years.
�o�� ��se���ts ��d Permifi�:
� Easem�nts ar�d permi#s, bath �empo�ary and permanent, have been s�cured #or this proj�ct aot
this #ime and made a par� thereto. Any easements andlvr permits, bath temporary and
p�rmanent, that have not been abtained by the tim� of publication shall be secured before
canstruction starts. �fVa work is to b� done in areas requiring �aseme�ts and/o� pePmits until tFie
necessary easements ar€ ohtained. ih� Con#ractor's atten#io� is dir�cted ta the easement
description �nd pErmit requir�ments, as contained herein, along with any special conditians that
may hav� be�n imposed on these easemen#s and p�rmits.
.•
L 1
Wher� the pipeline crosses privately owned �roperty, the easements and consiruction areas
are shown an the plans. Th� eas�ments shall be cleaned �p after use and restored ta their
original conditions ar better. In th� event additional worl� roam or access is required by the
Contractot, it shall be-the Cor�tractar's r�sponsibility to obtain written permissian from the
property awners involved for the use of additional prop�rty fequired. No additianal payment will
be aAQwed for this item. . -
�-q 9 C�r�cr�4e �r���sem��i:
Cancrete encasement sha{I be C1ass �{15�0 psi) concret� and far sewer �ine encasements
shall canfQ�m to �ig. 113; for wa#er line encasements it shall conform to �ig. �0 af the Genera�
Contract �aCum�nts: R�quirem�nts far suc� encasement are specified in Sections �1 ��0 and
�2�20 oi the �eneral Con#ract Documents.
Payment for wori� such as forming, pfacing, and finishing including all labor, toals, equipment
and maierial necessary to complete the wor� shall be consider�d as a subsidiary cost of the lift
station and no aciditianal compensation will b� allow�d.
�-�0 �arric�de�. 'l����i��� and �I� rn�r�:
�e�erence Part �-�enerai �onditians, 5ectiar� CB-�.� �A�RICAD�S, WRRNINGS AN�
WAiGMMEN:
1. Vllherever the word Watchmen appears in this paragraph, ii shall be changed to th� word
flagm�n.
�. In the �rst p�ragraph, lines five (�) and six (6}, change the pFirase 4af�� �II such other
precaut�onary measures ta ta�e all reasonable r�ecessary measures. �
D�2� Di��o�al o� Sr�oill�ili ��teri��:
��ior to tFie disposing nf.any spoillfil! mater�al, the cant�-actoe shall ad�ise the �irector of the
�ep�rtm�nt of �ngineering, �ctir�� �s t�e City a� �ort Worth's �iood Ptain Adminis#rator
("Rcfminis#rator"�, oi the loc�ti�� o� all sit�s wher� the co�tractor intends #o dispase of such _
material. Contractor sha�l not dispos� af such ma�te�ial unti! the peap�sed sit�s h�u� b�en
dete�min�d by th� Administrator to meet t�ie requir�ments oi the Flood Plain Ordinance of the
City of �ort Wor�F� {O�din�nce No. 11517). AII t�15�e5�) 51t�S �l'lUSt IJ0 &p��DV@f� E7}/ t�l@
Administrato� to ensu�e that filiing is nat occumng within a floo�1 plain withaut � p�rmit. A flood
plain pe�rrnit c�� be issued upon a�prav�l ofi nec�ssary engi���ring studies. No fill �ermit is
r�qui�ed if disposal sites are r��t i� � fload plain. Appro�al of ihe co�tractars dispo�al siie� sh�ll
be evidenced by a lett�r si��ed �y #�� Administr�tor stating that the site is not in � know� �laod
plain �r by ��'load Plain �ill �ermit authori�ing fll withi� tFie floo�i p�ain. r��y exp�nses
associat��1 uvith obt�i�irig th� fil� permit, i��lu�ling ar�y necess�ey e�gin�eri�g sttidie�, sl�all be
at c�ntracto��' exp�ns�. fn the o�eht tha4 t�i� cor�tr�cte� dispas�s of spoillfill m�t��ial at a sit� -
wit�aut a fill p�rmit or a I�tter f�om #h� Administr�tor approving th� disposal site, upo�
notifcatior� by tt�e �irecto� af the ��partmeni of �ngine�rir�g, Cantractor shall ��mo�� the
spai�ll material at�ts expense a�d dispose of such ma#erials in accardance'wit� tfi�e
Ordinanc�s of the City and this section.
���� �°���er�n� �rosi�r�, S��i���t. �r�d Wafi�r Poilu4ior� Con4rol:
"I. ��SCRI�TION: This item sFiall cansist of t�mparary soil erosion sediment and water
pollution control r��a�ur�s de�m�� nec�ssary by th� �ngine�r for the duratior� cafi the contract.
Yhese cantrol measures sh�ll at no time be used as a substitute for the permanent control
D-10
-�
measures unless otherwise ciirec#ed by #he Engineer and they shall not include measures ta4ten
by the CC3NiRACT�R to control conditions created by his construction operations. The
tem�orary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute
netting, temporary seeding, straw rr�ulch, asphalt mulch, pfastic liners, rubble liners, baied-hay
retards, dikes, slope drains and oth�r devices.
2. CONSiRUC�ION R�QUIR�MENTS: �he �ngineer has the autharity ta define erodible
�arth and the auiharity to limit the surface area af erodible-earth material sxpased by preparing
right-of way, clearing and grubbing, the surtace area of erodible-earth material exposed by
excavation, borraw and to dir�ct th� CONTI�ACTOR to provid� temporary pall�tion-control
measures to pr�v�nt contaminatian af adjacent streams, other water caurses, lakes, ponds or
other areas nf water impoundment. Such work may involve the constructivn of t�mporary
berms, di'�es, dams, sediment bas�ns, slope drains and us� �f t�mparary mulches, m�ts
seeding or other control devices or methods directed by the �ngineer as r�ecess�ry to control
soil �rosion. ��mporary pollution�contro4 measur�s shali be used to pr�:vent or correct erosion
that may develop during cor�struction prior to insta�lation af perman€nt pollution�contrvl
featur�s, �ut ar� not assaciat�d wiih permane�t control features on the praject.
The �ng+neer will limit the area of preparing right of way, cf�aring an� grubbing, excavation and
barrc,w ta be propo�tianal to the COiV��iACTOR'S capae�ility and progr�ss in k€eping th� finish
grading, mu(ching, s�eding, and other such permar�ent pollution-confrol m�asur�s curren# in
accordance w'sth the accepted schedule. Shauld seasonal conditions maC�e such iimi#a#ions
unrealist�c, temporary snii��rosion-conirof ineasur�s shall !�� per�armed as directed by the
�ngir�er. ihe amount of surFace area of eradible-�arth materEal exposed at one time sha�l not
�xceed '��0,000 square �eet for �aci� exeavatio� operaiion, 750,OOD squar� fee# for each
material source operation {ather than from comm�rciaily operated snurc�s), 750,QOD square
feet for each preparing of righ#-af-way operati�n or 75D,D00 square f�et for �ach clearing and
grubbing op�ration, unless atherwise shown on the plans or wxth prior appro�al by the �ngineer
in writing.
The COR��RACi.OFt shall also conform to the follawing practices and controls. All labor, tools,
equipment and incidentals to complete the wor� will not be pa�id faP directly but shal� b�
consider�d as a subsidiary cost of the lift siaiian and no additio�al cvmpen�atian will b�
allawed.
{a}. W�ste ar disposat �reas and canstruction raads sha�l be located and �construct�d in a
manner that will minimi�e the amount of sediment er�t�ring streams.
(b). �requent fiorcfings of �ive streams will not be permitted; therefore, temporary bridg�s or
other structures shaq b� used whe�e►rer an appreciable number of stream crossings ar�
n�cessary. Unless oth�rwise appPov�d in writing by th� �rigine�r, meci�ani�ed equipment shall
nat be ap�rated in liv� streams.
(c). When wor� areas or material sources a;e located in or ad}'acent #o live �treams, s�ch are�s
shall be separat�d from the str�am by a dilce or other barrier to �eep s�diment from ent�ring a
flowing stream. Care sh�ll be taken during the construction and remov�l af such barriers to
minimize the muddying a# a stream.
(d}. All waterways shal� be cleared as soon as practicable of talsewQek, piling, debri5 ar ather
obstructions piaced during constructiar� operations that ar� not a part of the �nished work.
D-11
I�_;
{e). The CONTRACT�R shall ta�e sufficien# precau#ions to prevent paflution of streams, lakes
and reservoirs with fuels, oils, bEtumens, cai�ium chlaride or other harmiul rr�aterials. be shall
conduct and schedule his operations so as to avoid or minimize siltatian of strearns, lakes and
resErvairs and to avoid interFerence with movement of migratary fish.
3. SU�MITTA�: Prior to the start of the applicafi�le canstruction, the CONTF�ACi �R si�all
submit for approva] his schedui�s for accomplishment of soil-erasion-control work and his plan
to �eep th� area of erodible-€arth material to a minimum. He shalf a�so submit far acce�tance
his proposed method of soil-erosion control an construction and haul roads and material
saurces and his plan for disposal of waste materials. No work shall be started until th� soii-
erosion contral schedul�s and methods of operaiians have been reviewed and appraved by the
Engineer.
4. M�RSUR�M�N� Ah4� �AYMENi: A!I wark, materials an� equipment n�cessary ta pr�vide
t�mporary �rosion controi shall be considered as a subsidiary cost of the lift station anc� no
additiana! comp�nsation will be allow�d.
D�a3 Hvc�P� �9�1�% Se�di�� ��� �ocidie�q:
Any soddir�g or hydro mulching required will be dane in accordance with Fort W1lorth Puhlic
Warks Department Standard Specifications item 11� and �20.
ff in th� opininn of the �r�gineer, additional seed9ng andlor sodding is required due to the
Contractar's construction, this will be seeded and sodd�d at th� expense of #he Contractor.
Paymer�t for ►work and a!1 associated appur�en�nts required s�all b� considered as a subsidiary
cost of the lift station and no additianal compensa#ion will be allowed.
D-�4 Al�CI���Ofl�I Ifi�ildP�19�� ��['�L�EPE'fi'1�fl�5:
a. �he City, its offic�rs, �mployees and servan#s s�all be endorsed as an additional
insured an Contractor's insurance policies excepting �mplay�r's liability insurance co�erage
under Contracto�'s woeke�' comp��satior� insurar�ce policy.
b. C�rti�icates of insurance sF�all he d�livered ta the Ciiy o# Fort Worth, contr�ct
adminisiratar in th� respective d��ar�m�nt as sp�ci��d in the bid dacuments, 9000
ihrockmor�on StPeet, �o� 1Ner��, iX �61U2, pr�or to commencem�nt of w�rk on th� c�ntracted
project. �
c. Any failure on part of tl�e City to ire�uest �equired insuranc� documentation shall �ot .
cons#itute a wai��r ofi the insur��ce �equirem�nts specified herei�.
d. �acH insura�ce palicy sF�all b� endars�d ta provide th� City a minimum thirty d�ys notice
of canc�llatio�, nan���newaiT andlor materiai change in policy terms ar ca�erage. A ten days
notice shall be �ccepta�le i� th� ��ent of r�on-payment o� premium.
e. Ins�rers must b� autl�o�i�ed ta da busin�ss in th� State of'Yexas and have a c�rrent
A.M. ��st rating of P►: VI1 or equi�alent measure of financial strength ar�d solv�ncy.
f. �eductibl� limits, or sekt�#unded ret�ntion limits, an e�ch �olicy must nat �xceed
$1Q,OOO.aO per occurrence unless otherwise appra��d by th� City.
D-12
-�
g. Other than war�ter's compensatian insurance, in lieu of traditianal insurance, City may
consider alternative caverage or risk treatme�t measures through insurance pools or risk
retentien graups. The City must approve in writing any alternative coverage.
h. Workers' compensation insurance palicy(s) cavering employees empiayed on the
project �hall be endarsed with a waiver of subrogation providing rights of reco��ry in favor af
the City.
i. City shall not be r�sponsible for the ciir�ct payment af insurance pr�mium costs for
contractor's insurance.
j. Cantractor"s insurance policies shatl each be endorsed to provid� that such insurance is
primary protectian and any self funded ar commerci�l cv�erage maintain�d I�y City shall not be
call�d upan to cont;ibute to lass r€covery.
k. In th� cvurse of the project, Contrac#o� shall report, in a t�mely manner, to City's
afficially designated contract administrator any known loss occurrence which could �iv� rise to
a liability claim or lawsuit or which could result in a property loss.
I. Contracto.r's liabil�ty shail not be limited to th� specified amounts of insurance required
herein.
m. Upon th� request of City, Contractor shall prov�de camplete copies af all insuranc�
policies required by thes� eontract documents.
�02� 'l�f��ker�' Co��en�ation In�ur��r�c�:
A: Gontractor's Work�r's Compensation Ir�suranc�. Cflntractor agrees #o pravid� to the Own�r
(City) a cerkificate shawing that it has obtain�d a�olicy of wori��rs compensation insuran�e
co�ering each of its employ��s em�loyed on th� project in compli�nce with state law. No
Alotice to Proce�d-wiil be issUed u�til the Contractar has cflmplied with this section.
�: Subcontractor's Warker's Comp�ns�tian Insuranc�. Contractor agrees to requiee each and
e�ery subcontr�c�or who will pertorm waf� on the proj�ct to provide to i# a cer�ificat� irom such
subcontractor s#ating that th� subcontractor has a�olicy of war�ers compensa#ion ir�s�arance
correring �ach �mploye€ emp�oyed on the project. Co�tractar will not p�rmit any subcontracto�
#o perr'orm wor� on the proj�ct until such cer�ificate has been acquired. Cantracto� �hall provide
a copy of alf such c�rtificate to the (Jwner (City).
C. Workers Campensatian Insurance Caverage
1. Definitions:
' Certi�cate of cflverage ("cer�ificate"). A copy of a certificate of insUrance, a certificat� of
� authority to self insure �ssued by the iexas Worlcers' Comp�nsation Commission, or a
co�erage agreement (�WCC-�1, TWCCP�2f �INCC��3, orTWCC��4), shawing statutory
'� workers' compensation insura�ce coverage for the person's or entity's employees praviding
services on a praject, for the duration of tHe project.
D-13
�
Duration of the Pro�ect. Includes the time iram the beginning of the work an the project u�til
the contractor'slpersan's work on the project has been completed and accepted by the
Ciiy.
Persons providing services on the project ("subcontractor" in s�ctior� 406.096)-includes ali
persons or entities per�orming ail or part af the ser�ices the cantractor has underta�en to
p�rtorm an the project, regardless of whether tha# person cantracted directly with the
contractor and regardless of whether that person has em�loy�es. This includes, without
fimitation, independent contractors, subcontractors, leasing companies, mator carriers,
owner-opera#�rs, emp�oyees of any such en#ity, or �mployees of ar�y entity w�ich #urnishes
persons ta pravide s�rvic�s on the praject. "Services" include, withaut limitation, providing,
hauling, ar d�livering equipment or materials, or providing labor, #ransportation, or ather
s�r��ces related ta a proje�t. "S€rvic�s" does nat incfuds acti�iti�s unrelated to the project,
such as foodlbe�erage vendors, affic� supply d�li�eries, �nd delivery of portable toilets.
�. Th� contractor shall provid� coverage, �ased on proper reporting o# classificaiion codes a�d
payroil amounts and filing of �ny coverag� agreements, which me�ts the statutory requirements
of �exas Labar Code, S�ctian 4Q1.011{�34) for all em�loyees of the contractor providing
sen►ic�s o� the project, fo� th� duratian of t�e project.
3. The Contractar must provide a certificate of coverage to the governmentaf �ntity prior to
being award�d th� contract.
4. If #he ca�erag� p�riod shown on the contractar's current certificate of co�erage ends during
th� d�ration o# the pro�ect, th� contractor must, prior to th� �nd af the coverage period, �le a
new ce�fiificate af co�e��ge wiih the City s�owing that coverag� F�as b�en extend�d.
a. ih� contractor shall obtai� from each person provic�ing services on a p�oject, and provide to
#he Gity:
(a) a ceriificat� of co�eeag�, prior to that p�rson begir��ing wark on tMe praject, sa the
go�ernmental entity will hav� on file c�rtificat�s of cav�rage showing co�erag� far a�l
pers�ns providing s�rvices an the proj�ct; and
{b) no later than seven days after receipt by th� cant�acto�, a n�w certificate of
ca��rag� shc�wing �xtensio� af coverag�, if the caverage period shovv� on the cu�r�r�fi
certi�c�te �f cov�rage e�ds duri�g th� duration of the pro�ect.
6. ihe contractor sHall retain �II r�quired cer�ificates of caver�g� for tF�� duration of the �roject
and for or�� ye�r the�e�fter.
7. �'he cani�actor shall notifiy tHe Gity in writing by c�rtifi�d mail or personal deliv�ry, within ten
('� 0) days afte� the confracto� i�new ar should have known, of any change that materially affec#s
the provision of ca��rage of any p�rson providing services on th� p�aj�ct.
�. The can#r�ctar shali post on �ach �roject site a�otice, in th� t�xt, form a�d manner
prescribed by the iexas 11Vark�rs Cam�ensatian Commission, infarming afl persons prorriding
s�rvices an the praject that #h�y ar� required to b� c��er�d, and stat€ng hovie a per�an may
�erify coverage and repart lac[� of coverag�.
E7-14
9. The contra�tor shali contractually require each person with whom it cor�tracts to pro�ide
services on a project, to:
(a) provide cov�rage, bas�d on proper reporting on the classification cades and payroil
amounts and fili�►g of any caverage agreements, which meets the statutory
_ � requirements of �exas labor Cvde, Section 40'�.Q11(44} for all of its employees
providing services on the project, far the duration of the project;
{b) �rovide to the coritractor, prior to that person beginr�ing work on the project, a
certificate of co�erage showing t�at coverage is b�ing provided for all emplaye�s of th�
person providing services on the project, for the duration af the project;
(c) pro�ide the contractor, prior to the �nd of the co��rage pe;iod, a new certificate of
coverage showing extension af cav��'age, if the ca�erag� period shown an ihe current
certificate of coverage en�s during the duration �f #he �roject;
{d} obtain fram �aGh oth�r person with whom it contracts, and provide to the contractor:
(1} a certificat� of coverag�, prior to the other person beginning work on the
project; and
(2) a new cert"r�cate of co�erage showing �xtension ef ca�erage, priar to th� end
of the coverage period, if the coverage period shown on the ct�rrent certificate of
coverage ends during the duration of the project;
(e) retain all r�quired c�rtifica#�s of co�erage an file for the duration n# th� project and
for one year th�reafter.
(f� notify the City �n writing by certified mail or persanal deli�ery, within t�n (10} days
after the person l�new or shauld ha�e knawn, of any change that mat�rially afFects the
pro�ision of coWePage flfi ar�y p�rson providing services on the �roje�t; and
(g) cantractuatly require each person with wham it contr�cts, to p�rtorm as r�quir�ci by
paragrap�s (a) -�(g}, with #he certific�tes of coverag� to be provided tfl the person fo�
whom they are praviding services.
10. �y signing this contract or pro�iding or causing to be provided a certificate of coverage, th�
contractor is represe�ting to th� City that �II employe�s of the contractor who will provide
services on tl�e project wiil be co��red by worker's compensation caverage far the duration of
the project, that the coverage will be based on proper reporting af classification co��s �nd
payroll amounts, and that �Il coverage agreements wili be �iled with the apprapr�at� insuYance
ca�rier or, in the case af a seif-insured, with the iexas Wor�er's Gamp�r�sation Commission's
Division of Seff-Insurance �egulation. �rovic�irig fals� or m�sleading information rr�ay subject the
car�tractor to adminisirative p�nalties, criminal p��alties, civil penaities or other ciwil actinns_
11. ihe cantractor's �ailure to comply with any of these provisions is a hreach of cantraci by the
contractor which �r�titl�s the City to declare the contract �oid if the contractar does not remedy
the breach wit�in ten days after receipt of notice of breach fram the City.
D-'15
i_�
D� Posting of Required Worker's Comp�nsation Coverage. The contractor shaH past a notice on
each project site infarming all p�rsans providing services on t�e project that they are required to
be coVered, and stating how a person may verify current cvverage and report failure to provide
coverage. This notice does not satisfy ather posting requirements imposed by th� Texas
Wor�er's Compensation Ac# o� ather �exas Worl�er's Compensation Commission rules. This
�otice must be printed with a t9tle in at least 30 paint bold type and text �in at I�ast 19 paint
normal type, and shail be in both �nglish and S�anish and any ot�ier languag� common ta th�
worker population. The #ext far the natices shall be the following text, without any additional
words or changes:
REQUIR�D WD�KER'S COMP�NSATIQN COV�RAG�
"ihe law r�quires that �ach person worf�ing on this site or praviding s�rvices re{ated to this
canstruction project must be covered by wor�er's compe�sat�on insurance. �his includ�s
pe�sQns p�o�iding, hauling, o� defiv�ring equipment ar ma#eriaks, or praviding labor or
tr�nsportation or ot�er service r�lated to the pro�ec�, regardless of the identity of their employer
nr status as a�n emplayee".
"Call the ��xas Worker's Compensation Commission at �12�440�3i�9 ta r�ceive infarmation on
the legal r�quirement for co��rage, io �erify whether yaur employer has pravided the required
cov�rage, ar ta report an empEoyer's failure to pro�ide coverage.
D��� Or�er�fin� �n� M�i�ten�nce Manual�:
R. The Cor�tractor shail provide fi�e capies of complete "O & M IVianuals." Ail information
sNould be baund in five s�parate loos�-leaf bind�rs and d�livered to the �wner at least two
weeks priar to final inspectian af th� project.
�. For each product, aquipment, or system the following data s�all be provided (unless de�med
inapprapriat� by ihe �ngin��r):
1. R g�neral description of tFi� equipment or system listing the major components, intenr��d
s�rvice, and o#her g�n�ral data.
�. �echnical �at� including �am�pl�t� d�ta, d�sign paramet�Ps, ratings, ca��ciky, p��farmanc�
data, operation cu�es, cha�act�rist�c� and the li�te. Cl�a�ly dis#inguish betw��n informatian
which does and does not app�y.
3. List �f w�mirrgs anci c�utiafls t� be observed ciuring in�tallation, o�rati�n, �rnd maint��ance.
4. Fully det�oiled i�s#all�tion �nd operating inst�uctions including sp�ci�l tools required,
alignment instructions, start�up �nd shut�iown se�t��nces.
g. Niai�t�nance, servic�, ��d re�aip i�structions including m�intenance and servic� schedules,
materials and m�thods f�� pe�ro�ming routine, special, �n� annual service.
C. T'roubl�shooting guid� �rrd check list indicatir�g common faiiures, tes# method� and
procedures for det�rmining campone�t fault or failure.
7. Spare parts list indicating par� and ord�r number w�th name and address af suppli�r. lnclud�
current �rices af repfacem�nt par#s and supp�i�s.
D-16
8. iyp�written test reports incl�d�ng mate�ial and system tests pertormed. Including daie of
test, testing party, witnesses and record of test conditions and resuits in test reports.
9. Diagrams ta include controls, wiring, ins#allation or operation of the equipment or system.
10. Copi�s af all "R�V1�W��]" shap drawings.
'31. Copi�s of all manufacturef suppli�d warranties and guarante�s.
C. ine contractor shauld submit twa pr�liminary copi�s of the vperat�on and mainte�anc�
man�als to the �ngineer at I�a�t six wee�cs pri�r to final proj�ct inspection far re�i€w. One capy
af the docurr�ents wil{ be returned to the Contractor marked "P►PP��V��" or "R�V1S� AND
R�SU�IViI�." tf it is mark�d A�PROV��, #he contraetar only needs ta pravide four additional
copies. If it is �nar�ed "R�VIS� RN� ��SUBMIi," re�eat the "O & M flllanual" submittal in
accordance with this it�m.
Do27 ��mr�1e� �r�� Qu�iitd Gonfirol �esti��:
a. The Contractor shall furnisfi, at his own exp�nse, certifscations by a private laboratory #or all
materials proposed to be used an the project, including a mix dessgn for any as�haltic andlor
Portland cem�nt concrete to be used, and gradatian analysis for sand and erushed stone to be
used along with the name of tF�� pit from which the material was ta�en. ihe Contractor shall
provide manufac#ur�r's c�r�ificatior�s for all manufactured items to be used in the project and will
bear any expense r�lated lhereta.
b. Tests of the design cancrete mix shall be made by the Contractnr's tabaratory at least nine
days prior to the placing of concret� using the sam� aggregat�, cement, and moriar wF�ich
are ta be used later in the cancrete. �he Contractor shall provide a certifieci copy of th� test
results to the City.
c. Quality control t�sting of in-place mater�af an tfi�is project will be pertormed by th� Ci#y at its
own expense. R�y retesting r�quieed �s a re�ult of failure of the m�terial ta meet proj�ct
specifiicatipns wil� be at th�e ex�ens� af th� Car�tractar and will be biil�d at commerci�l rates �s
determined by t�e City. The failure nf the City to make any tests of materials shail in no way
relie�e the Cantractor of his r�spansibility to furnish materials and equipm��t conforming to th�
requirements of the cont�-�ct.
d. Nat I�ss than 24 hours notice sFia�l be ��ovi�ed io the City by the Co�tPactor fo� op�r�tions
requiring testing. �he Cont�actor shal! provide access and trench safety syst�m (if r�quired) for
the site to be tes#ed, �nd any wor� effort ir��olved is deem�d to be included in th� unit price fo�
the iterr� being tested.
e. T'he Contractor shall provide a copy af the trip ticket for each load of fill �naterial d�livered to
the job site. Th� ticket sF�aA specify the name of the pit supplying the fill material.
' �oa8 �petection of iree�.� Plaon�. �r��1 �oil:
- All praperty alang and adjacent to the Contractor's op�rations including lawns, yards, shrubs,
trees, etc. shall be preserved or eestor€d, after completion of the wflrk, to a condition equal to
` or better than existed prior ta the start of work.
�
D-17
i.. i
By ordinance, the Contractor must obtain a permit from th� City Forester before any work
(trimming, remo�al, or root prunir�g) can be done on trees or shrubs growing on public property
including street Rights-of-Ways and designated aAeys. 7his permit can be ob#ai�ed by calling
the �orestry Office at 871-�73�. All tree work shall be in compliance with pruning standards for
Class II Pruning as describe� by the National Arborist Association. A cnpy of these standards
can be provided by calling the above number. Any damage to public trees due to negligenc� by
the Contractor shall be assessed using the current farmula far Shade Tree Evaluation as
defin�d by the International Society of Arboricultur�. Payment for negligent damag� to public
trees shal! be made to the City of Fort Worth and may be withheld from funds due th�
Contractor �y th� City.
Ta pr�vent the spread of th� Oak Wi�t fungus, ap wounds on I"i�e Oak and �ed Oak trees shall
be immediately sealed usi�� a cammercial pruning pair�t. ihis is the aNy ins#ance when
pruning paiht is Yecammended.
No s�parate paym�nt wip be made far any of tt�e work in�olved for this item and all costs
incurr�d will b� considered � subsidiary cost of the praject.
D��9 Proi��t �lea���a�:
ihe Cantractor shall be awa�e that k�e�ing th� projec# site in a neat and orderly condition is
considered an integral part of the cantracted wark and as such shall be considered su�sidiary
ta the appropriate bid 9tems. CI€an up work shall b� done as directed by the �ngineer as t�e
work progresses or as n�ed�d. If, in the vpinion of the �ngin�er it is nec�ssary, cl�an�up shall
be done on a daily basis. Clean uP wark shall include, but not be limited ta:
� Sweeping the str��t cl�an of dirt ar d�bris
• 5tor'ing excess material in appropri�#� and organi�ed manr��r
� F�eeping tras� of any kind aff of reside�ts' prop�r#y
If the �ngineer does not f�el that the jobsite has b�en l�ept in an ord�rly condition, on tf�� next
es#imate payment (and all subsec�uent payments until campleted) o� the appropr�ate bid ikem(s)
will be reduced by 25%.
f��30 Proi�cfi Schedul�: �
Contractor shail be r�sponsible for producing a Projecfi sch�dule at the predconstruction
canfer�nce. �his schec�u�e sf�all detail all phases of constructian and allaw the contractor to
complete the work in th� �Ilott�rl tim�. Cont�actor will not mo�� �n t� the ja�sit� na� will work
begin until said schedule has h��n received and apprflval s�cured f�om th� Construction
�ngineer, bow�ver, contract tim� wili start �ven ii the project sch�dule has not be�n tumed in.
P�oject sch�dule will b� updated ar�d resubmitted at the e�d of �v�ry estimating p��iod. All
costs in�alved with producing and m�intai��ng tHe project sch�dule shall be cor�sidered
subsidia�y to this cantr�ct.
���1 1" ��prae� S�r�►i���:
�he following is an addendum tc� �1-1�, Cot�ner Water Service �ines and Cop�qerAllov
Counlinas:
AH fitti�gs us�d for 9" wat�r s�rvices lin�s sha�l be compression fittings of the type produced
with an intemal "gripp€r ring" as manufactured by th� Ford Meter �ox Co., Inc., Mueller
Company, or apprav€d €quai. Approv�d �qual products shall submit shop drawings and
manufactu�er's catalog irs#ormation for appraval.
D-18
Cantractor shall make all �uts ta the copper tubing with a copper tubing cutter tao! specificatly
designed far this purpos� in order to pro�ride a cl�ant square cut. The use of hac�saws or any
other typ� of cutter will not he allowed.
Prior to instaliing the compr�ssion fittings, the copper tubing will be made round by the use of a
uraunding tube" specificaliy made for that purpose.
Payment for all wark and materials ass�ciated with iLL copper services shali be considered as a
subsidiary cost ot the lift sta#ion and no additional compensation wil� be allowed.
p�3a ��f�1ic P�aii�ic�ti�n �r�i�p 4� �e�i��in� Consirucfion � not used
D �3� 7raffi� �@n���1: � not used
� �3� ���d�orrsfiruc�ior� P�ei�H�arpood �4�I�efin�:,
� After the pre�cons#ruction canference has b�en h�ld but b�fo�e constructian is allavued to begin
� ar� tF�is project a public meeting will be h�ld at a loc�tion to be determined by the �ngineer: `�h�
contractor, inspector, and projeci manager shall mee# with all affected r�sidents and pr�se�t
'' the prajected schedule, including �Qns#ructian stari date, and answer any constructian related
ques#ions. �very efFort will be made ta sch�dule th� neighborhood m��ting within the two
weeks following the pre-constructior� conference E��� ir� r�o ��s� will �onst�ucfiion he �Il�w►�d
` �o b�gin un�il 4hi� rr��efing is F�eld.
�-3� C�fl���ueiiv� Stahe�:
Consultant will pr�uide control. The Contractor wil! be �equired to pro�ide constructivn staking
for the job.
Do36 Me4�pin� �lat�r Durirrg Cor���r�uc4ior�: �
-� In o�'der to accurat�fy measure the amount of water used during construction, th� Contr�ctor
wiA install a�re hydrar�t m�#er for aIS temporary s�rvic� lines. Vllater used during canstru�tion
. for flushing new mains that cannot be mete�ed from a fiiyd��r�t will be estim�t€d as accurately
� as possibi�. At the pre-constructian canference the contr�cto� will advise t�e inspectar �f #he
' number of m�ters that will be n�eded along with the locations wl��r� th�y wili ba used. �"he
inspector will deliver th� hydrant m�t�rs to the locations. After instatlatian, th� co�tractor will
�� #ake full responsibility for the met�rs until sucN time as #he contracio� eeturns thfls� m�ters to
�� the inspector. Any �amage to the metees wiq be #he sol� pe�pvnsibility af th� cantractar. f he
Water Qepartment MeteP Shop will er►aluate the conditi�n of #he met�rs upa� return and if
� � repairs are r�eeded the car�tractor will receive an in�oice for those repairs. i he issued met�r is
;, for this specif c proj�ct and location only. Any water that the ca�tractor rmay ne�d �or personal
use will require a separate hydrant meter o�tained by the Cant�acta�, �t their cost, from th�
� � Water De�artment.
��37 �re��Zdawrn o� �itl Pro�o��l:
When requested by the Engineer, the Contrac#or sha11 fumish a cost breakdown of those 5id
items showr� in th� �roposal as lump sum items. �'his infarmatinn ss for use in the preparation
of a recommen�ation to the Ci#y for award of cnntract.
D-19
L �
�i-3� A�+ard af Cantract
Yhe C�ty reserves the right to abandon without obligation to the contractor, any part of t�e
project, or the entir� prflject, at any time be#ore the contractar begins any co�structiort work
authorizet� by the City. �',ward, if made, shafl be to the low�st responsible bidder.
Th� following shall apply fo� contract dacuments with multiple units of work. �ach unik
repr�sents a separate project, each with an individual Ali1W�� s�ecification and proposal
section. The �ropasal sections are arranged ta alkow prospective bidd�rs to submit �ids on one
unit, some af the units, or all flf the units. Award af contract�s), if mad�, shall he ta the lowest
respvnsibl� bidder for each indi�idual unit. If a contractor is the low bidder on two uni#s or
more, a singl� set of contract documents consis#ing af all applicable ur�its wilf b� created and
one singl� award af contract shall be m�de. �he Contractor shall camply with t�e City`s
MIW�F Ordinanc� on each ur�ik. �idders sha�l submit individual ar�d separat� monthfy N91W�E
r�ports for �ach Unit included in the Contract.
Const�uctian time on aN units will run concurrently. �or sit�atinns in�olving appra�ed cantracts
with multiple �nits, the total allowable construc#ion cam�letion time �exiad for al! the units shall
be the sam� as th� unit with ihe longest construction time per�od.
D-�9 SU�I�VI5SIOIV O� CO�dil��i �aCllf��i��S. �ONS�RU�iION S�d�� �IIUI� �iV�
�R��C�R3S��U����N 511�I1�I�idLS - -- - --- �
The cantractar(s) shaA ex�cute and return the contract doc�am�nts to the ��partment of
�ngineering within ten (10) working d�ys after notification by the Ci#y.
A Pr�aConstruction meeting dat� will be establEshed and noted in th� �etter to Con#ractor. The
effective work order date will b� set at the pr�-construction conferenc�.
ihe contractor(s) shall be required to st�rt cor�s#�uction or� the projec� na later than ten {10)
calendar working days after th� pr�pconstruction mee#i�g d�te, unle�ss a different dat� i�
�stabiishe� in � Notice t� ��oceed. �he City sh�l! b�gin to charg� tim� on the project to the
c�ntractar �le�en days after the pre�const�uction meeting �iate, ur�less a diffe�er�t date is
establisNed in a IVotice to I�roc��d.
�er Gity ardin��ce 134�'1, a� ar�end@d by Ordinance No. 137�1, tFie c�nte�cta�(s) shall suF�mit
the lett�rs of intent or a copy o# the �gr�ements witFi c€riifi€d NiNV�� subcontraeto�(�) at o�
before t�� �re�constructian con%r�nce. To �xp�dite fl�fiNBE campliance contractars are
s#rongly encaUraged to s��mit tFi� ex�cuted �efter� of int�r�t (with M1W�� subcontractors} afi the
tim� af su��itt�l of tF�e U flLl�il@I� �8�iw or GO�� �AI7H ���0�� ���fV9. �he leftee(s}
must be sign�d by both parties. lf t�e c�nt��to�(s} fails to s�b�nif t�e lett�r(s} o� ag�ee�ent(s),
the contracto�(s) will not b� allowed to begin wor�. Time on th� proj�c4 will siart to accumul�t�
at the end ofi the ten ('�fl) d�ys �s stipulat�d abov�.
D-�� PR�-COf��i�UCil�id COI���i��P�C�
�iefore #he p�oject wor� flrder is issu�d, a pr��const��ction co�f�renc� shall be held witl�
representati�es of th� following age�cies pr�sent: City Water Department, other int�r�sted �ity
�epartments, int�re�t�d utility companies (such as gas, t�l�phon�, and electric), �esign
�ngineer and th� succ�ssful Contractar. Contractor shall submit a sch�dul� of operations at
khe pre-canst�uction conference.
D-2�
�
D-4'i C�►LENDAR �dY
Delete paragraph C1-1.24, in Part GG�neral Canditions, in its entirety and substitute the
following new paragraph:
C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. All calendar
days are count�d in computing cantract time and for determining iiquidated damages, if
any; however, th� Contractor will not be allowed to rvork on 5undays ar any holidays
observed by the City of �ort Worth.
��2 SU��I�IA�Y �ORK
Any and all wor� specificaily governed by docum�ntary req�irements for the �roject, SUCI1 &5
conditior�s imposed by the Plans, the �eneral Co�tract Docum�nts or these Specfal Contract
Documents, in which na specific it�m for bid has be�n provided for in the �roposai, si�al! be
consid€red as � subsidiary iterr afi work, the cost of which shall be inciuded in the pric� bid in
the �'roposal for each bid item, inciuding but nflt lim�ted ta surfac� restaration, remo�al and
replac�ment a# fencing, and cleanup.
D-43 �I�el41VACs� �� PRNAi� ��iO�I�R�YY
�'he Contractor shall immediately repair of replace any damage to private property, inc�uding
t�ut not limited to fences, walls, paveme�t and wat�r and sewer servic�s, �t no cost to the
4wner. �his shall be su�asidiary to the contract and not a separate }�ay item.
D� ��IV�IIPd��IOIV �� 51iE
It sha11 be #he responsibitity af the prospective bidder to visit th� project site and mak� such
examinat+ons and e7cplorations as may be �ecess�ry ta d�#ermine all conditions which may
affect cflnstruction of this project. Par4icuiar attention should be given to methods of providing
ingr�ss and egress to adjacent private and puk�lic properties, proc�dures for pratecting existing
improvements and dispasition ofi all materials ta be remo�ed. Proper consideration should be
given to these details ciuring the preparation of the �roposal and all unusual conditions which
may give rise to later contingencies should be lorought to the att�ntion of the Own�r prior ta th�
submissian of the Proposal.
��5 �aNIhE� COt�V�l�l�►P���
�uring the constructian a� this proj�ct, #he Contr�ctar shall cam�ly with present �oning
� requirem�nts of the City of 1�ori Wor�h in the use of vacant peoperty for storag� purposes.
�-�� �OIVS��U�il�Fd �CH��LJ�� A�D S�QU�R�CING �� VV�O�K,
�rior to executing the Contract, it shall be the responsibility �f ghe Contrac#o� to furnish a
schedule autTining th� anticipat�d time for each phase of eonstructio� with starting �nd
comp4etion dates, includ�r�g sufficient time being allowed far cleanup.
�, �04`� S����'Y R��T�IC�IOR�� � IAIO�irt Id�AR FiICaH N��iAG� LIPI�s�,
s �he fallowing pracedures will be �ollowed re�arding the subject item on this cantract:
� 1. A warning sign nat less tf�an five inches by sev�n inches, paeirited y�llow with �lack
I�tters tt�at are legible at twelve fe�t shall b� placed inside and outside �ehi�les such as
cran�s, derricks, power sfio�els, drilling rigs, pile drive�s, ho�sting equipment or similar
'' appara#us.' �h€ waming sign sha11 read as failows: "WARNING � UNLAWFUI� TO
� OP��A�� �F�IS �C�UI�M�Ni WITHlN 51X F��i 4F �IIGb V���'AGE L1iV�5.°
,1,
D-21
��
2. Equipment that may be operated within ten feet of high voltage lines shall have
insulating cage-type of guard about the baam or arm, excep# bacEc }�o�s or dippers, ar�d
insulator links on the iift hoo� cannections.
3. Wl�en necessary to wark within six feet af high voltage electric lines, notification shalE be
gi�en the power company {TXU) who will erect temporary mechanicai barriers, de-
energixe the lines, or raise or �ower t�e lines. ihe work done by the Pawer company
shail nat be at the expense of the City of Fart Worth. ihe notifying department sha11
maintain an accurate log of all such calls ta TXU, anc� shall r�eord actia� ta�cen �n each
case.
4. The Cantrac#or is required to make arrangements with the TXU company far the
t�mporary r�locat9fln or raising of i�igh voltag€ lir�es at the Contractor's so��: cas# and
expense.
�. No p�rson shall work witi�in six feet of a high vnitag� line with�ut pratection having �e�n
taken as autlined in �aragraph (3}.
�-4� SAAiIiARY �i�Cl�lYl�� �8R ��RFt�RS
5pecific attentio� is directed to Section C6�6.4 of Par� C— Gen�ral Conditions of the Contract.
�od9 l��GAL ��LAiIO[dS ��'� R�S�Bf��l�[�I�I�S 7°O ib� �U�I�1�
The Cor�tractor's pa�iicular attention is directed tn the requirements of Section C-B-6, "�egal
�elations and Res}�onsibilities ta the �ublic° ofi Part C-� Gen�ral Conditions oi tf�e Contract.
���0 IP��Gh1dN1�� AN� R�A��RIA���N'S LI�TE
ihe �on#ractor shalf be requir�d to execute a reEease of m�cl�anics and materialmen's liens
upon receipt of payment.
D�5� CI'`Y ��° ��R� �oR'YH S�I�NDARD P�O��lCY �I�i
��opased ptoducts submitt�d in tF�� bid d�cum�nts must appear in the latest "Ciiy of Fort Worth
Standa�d �roduct �ist, far the bid to b� cansi�ere� Pesponsiv�. Products and processes listed
in the "City of Fort Wo�fh Standard Praduct �ist, shakl be considered #o m��t City pf �oet War�h
minimum technicai r�quireme�#s.
���a con��i��� ���c� �n���v ������
It shall be the r�spansibili�y og the cant��ctoe ta implement and mai�t�i� � varia�le °GON�I€��D
S�AC� �Pl'�f�Y PROGRAM" which must meet OSHA requirements for all it� emp�oyees �nd
subeont��ct�e� at alf times during construction. All �ctive s�wer manhof�s, r�gardl�ss of d�ptFi,
ar� defin�� by BSHR as "p�rmit required confined spac�s". Cont�actors shall submit a�
accept�bl� "CQN�'1N�� S�A�� �P���Y PROGRAI1fl° for all applicable ma�nholes �nd maintain
an acti�e fil� far th�s� manholes. ��ie cast af complying with this progr�m sFiall b� subsidiary
ta tFie pay items in�olving warEc in con�ned spac�s.
���3 �U�S7'AR�iEA�, C�N9P��iI�NE IW�P�CilOidl�I�,�L IiVSPECiIOId
1. �rior ta the finai insp�cfion b�ir�g conduc#�d faP tFie project, th� contractor shall cor�tac#
the city i�sp�ctor in writing when the entir� project o� � designated poriion of th� project
is substantialiy complet�. Substantial completian is de�ned as when the project could
be plac�d i� o�eration, if deemed necessary t�� ci#y, before fnal punch I�st items ar�
addressed and the project is sci�edul�d ior final inspsction.
D-22
�:
:�
2, ihe inspe�tor alang with appropriate City staff and the City's consultant shall make an
inspection of the substanfiaily completed work and prepare and submit to the contractor
a lis# of items needi�g to be completed ar corrected.
3. ih� contractor shall take immediate steps #o rectify the listed deficiencies and notify the
ow�er in writing when a11 the items ha�e been campl€ted or corr�cted.
4. Payment for substantial completinn insp�ction as w�ll as final inspection shal! be
subsid�ary to th� projec� price. Contractor shall sfill be required to address ail other
de�iciencies which are disca�ered at the time of final inspection.
5. F inai inspection shall be in conformanc� with general condition item °C��5.18 �'inal
inspectian" of PA�� C- G�N��AL GONDkT'I�NS.
� ,l
D-23
l �
�.
�
I�
�]
� , ,�, � `.
,i
,�
,�
��
��������� ��������������
�
�
SECTION 01 a01
SIJMMARY OF WORK
, PART 'f - G�NEi�P►�
1.'! G�N�I�AL
1. The provisions of the "Special Conditions" shall govern in #he e�►ent of any
� conflict between them and the "General Conditions of the Agreement."
.. � 1.2 LOCAiION
1. �he work covered i�y these documents is entitled Sanitary Sewer Lift Station to
Serve Sendera Ranch. The project site is located as shovm on the plan set
� location map.
1.3 D�SC�I�iION O� WO�K
1. GON�RACiOR shal� fumish all materials, appl�a�ees, taots, equipment,
� #ransportatian, services and alt labor and superintendency necessary for
` cor�s#ruction of the worh described h�reir�. The completed work shall not lack
any part which can be reasonably implied as necessary for proper and useful
� � a�eration of the facility.
� 2. �'he work, in general, consists of #he following: Construction of Sanitary Sewer
Lift Station including all appurtenances as shown on the plans.
� :
PA�T 2 - PRODUC�'S
Not lJsed
PA�� 3 - EX�CUiION
Not Used
�ND O�' SECTION
r !_.
�
� `
C&B 0113�8010 01001 - 1
� 5ummary of Work
I
�
PART'f G�NERAL
1.01 SCOP�
SECiRON 01051
GRAD�S, LINES, AND L�1/ELS
All canstruction sta�tes sha41 be provided by the Cantractor using the bench
mar�s and refierence points prav�dsd �y the Engineer's representative.
PA�� � P�ODUCTS � Not Applicable
.�A�T 3 �X�CU�ION
3.U1 CRA��S, LINES, AN� l�FV��S
A. �xisting �imensians and �levations
1. Dimensio�s and elevations shown an the plar�s for existing
structures were take� from pre�i�us construction recvrd drawings
and fieid surveys. Contractor shall verify actual dimensions and
elevations prior to final fabrication of a�y materials or otherwis�
proceed'mg with wotk affected by dimensions or ele�ations of
existirig structures.
2. Cont�actor shall at no additional cost make whatever adjustments
ir� the worl� as necessary to fit ti�e actual dime�sions and
elevations of existing structures.
- �. iolerances
� 1, ihe Contractor st�all construct all new structures and pipelines
under this contract to within 0.1 feet o# the alignments and to
` � within Q.fl� feet of the grades shawn on the drawings.
' �. Support structures for equipment shall be canstrUcted to
�' talerances specified by the equi�mant manufactur�r.
� 3. Siie grading shall be construc#ed ta within U.1 feet of the g�ades.
I 4. In all cases, the grading must b� such that positive drainage is
maintained.
5. Any wor� constructed or installed in alignments ar el�vatians ather
than #hat specified her�in a�d on the drawir�gs sha11 he removed
, and replaced at no additional cost #o the Owner.
, C. Within ten days after the effective date of th� agreement, the Contractor
shall verify the grade and location of all permanent benchmarks. If a
discrepancy is found the Engineer shall ha�e the bench marks checked
C&B No. 0113S8A1U 01051 - 1 Grades, Lines, ar�d Levels
�002 �
��
and resoive the discrepancy. After such time, the Contracta� shall be
responsibl� for the accuracy and Protection o# the benc� marks.
��
Construction Staking
ihe Contractor s�aA be responsible far layo�t, sta�i�g, and contral
of ail grades, lines, and leveks.
2. ihe ContractQr shall employ experienced survey personneZ to
layout the wor�.
�. The Co�tractor shall safegua�d alE permanent bench mar�s at the site anc�
shall bear th� cost of rep�acing the bench marizs and assume entire
expense of ca�r�ctir�g work improperly constructed due to failure ta
maintain and protect such established poinks and marks,
F. Pr�oY to initiating cor�struciion activities, Contractor sha11 contact
�ngin��r's representative for inspectio� of location of construction staking
and offset staking..
C&B No. 011358.010
2002
OtQ51- 2
Grades, Lines, and Levels
r�
sEc�ioN a��4a
SHOI� DRAWINGS, PROi�UC� DATA AND SAMPLES
PART1- GEN�RA�
1.1 S�CiION INCLUD�S
1. Procedures for submittals.
9.2 SHOP pRAWIfV�S
present in a clear and thorough mar�ner. Yitle eacf� drawing with the Contract
name and number; identify each element of the �rawings by reierer�ce to sheet
number and detail, schedule, lacation in plans or Con#ract Qocuments.
2. Identify field dimensions; show relation to criticaS features, work or adjacent
products.
3. Minimum Sheet Size: 8-%Z'x 11 ".
1.3 SbOP DRAWING �►N� �ROdUCT �AiA P�OC�DUR�S
1. Shop Drawing Requirements: Shap drawings shall show design, materials (kind,
. thic4�ness and finish}, dimensior�s, connections and other details necessary to
•� ensure that they accurateiy interpret contract drawings and speci#ications and
also shaw adjoining work i�r such de#aif as required to provide proper connection
� �� with same.
2. Identifcation: All shop drawings shali be identified with the name af the praject
for which s�op drawings are being submitted. Yhe project name and Contract
number, CONiRACTQ�'s name {if appl3cable}, Subcontractor's name, date of
submittal, drawing number, r��ision nUmber, date of each reuisions (if any), as
we�l as #�e specification section ur�der which the wor� is to b� per�ormed ar�d the
contract drawing and detail numbers that relate #o the shop drawings.
3. iransmittals: A�I shop deawings� catalog cuts and br�ochures shall be
accompanied by a lette� of transmittal'from the CONiRACiOR setting forth the
same identifcation infarmation as required abo�e under paragraph �.
�ransmittal shall also indicate if shop drawing is resubmittal.
4. Sc�bmittal Procedures: �F�e CON�RA►CiOR shaA submit or�e (1) r�pr�oducible
and two (2} prints of shop drawings with each submittal. �rints si�a11 be blueline
on white background ar �IacEtiir�e on white background and reproducible shall be
paper sepias. Submit six (6) copies of product data.
5. CON�RRCiOR shall have capies of all "�U�NISH AS AN SU�MiT��D" or
"F U�NISH AS AN CO���C�'��" shop drawings at the site at a11 times, and
shall make them available ta the OWN��'s repres�ntatives.
C&B D113��01 � 01340 -1
Shop Drawings, Product C�ata and 5amples
6. When shap dra�vings are submitted ir� the farm of brochures, manufacturers'
standard drawings or catalag cuts not readily available in re�roducible form, six
{6) copies af each shall b� submitted to the �WN�R; additional copies shall be
furnished upon request of the OWNER.
�. In the event that a range af variations in texture, graining, color ar other
ct�aracteristics may be anticipated in furnished materials, assembiies a�
efements of the woric, a sufficient number of samples of �uch materials or
products shall be submitted to indicate the full range of characteristics which will
be present in t�e materials ar products praposed for the work. Any such
materials or products delivered o� erected prior to approval of ful! range samples
shall be subject to rejection.
8. �istribution and Stamp:
1. �ollowing the EN�IN��R's r�view of each shap drawi�g submission, the
�NGIN��Fi wili retain the blueli�e prints, and retum the reviewed
reproducible print to the CON�'F�A�TOR with the �NGIN��R's re�iew
s#amp and signature a�xed thereto, annatated as fallows:
2. "�U�N15M AS AN SU�iUIITT�9" means reviewed for construction,
fabrica#ion and/or manufac#t�re subject to the pro�ision that the work shall
he in accordance with the requirements of the drawings and
specifications. Final accept�nce of the wark shall be contingent upon
such compliance.
3. "FURNISIi AS,4N CB�R��i�D`� means unless otherw9se noted on the
drawings, reviewEd for construction, fabricatian andlor manufacture
subjec# to the pro�isia� that the work shall be camed out in camplianc�
with all annotations andlar co�rectians indicated and in accordance with
the requirements flf the rlrawir�gs and specificatians. �'inal acceptar�ce of
the work shall be contingent upon such comp{iance. If marEced "��VIS�
ANp R�SU�MIi," review is valid and GONi�ACiOR may proceed as
noted abnve while resubmitting a corrected submittal of the drawing far
record purposes.
4. `�SIJ�MI�' SP�CIFI�� iT�Ali" means that major deviatEons f�am the
requirements of the drawings and specifcatians exist in the submittal. No
work based an such drawir�gs shall be constructed, fab�icated or
manufactured. Yhe COI��RAGT`OR shall submit shop drawings of the
specifi�d item and make th� required correctians.
9. Contractor's �istri�ution: When transparenci�s ar� retum�d "�U��lISH AS AN
5118M1�i��" or "'FURNISb AS AN CORRECi�D,p the COiV��4CTOR shall
obtain ar�d provide such numbeP of prints as determined by tF�e C�NiRAC'�O�
far its field disiributian.
10. �t�view af SF�op �rawings, �'roduct �ata and 5amples: Review shall not relieve
the CON��AC�O� of responsibififiy for any deviatlon from #�e r�quirements of
the Contract �ocuments, unless the C�N�RACiOR has informed the OWN�R
in writing of such devlation at the time of submissior� and a written review has
been gi�en to t�te specific de�iation. na� shall review relieve the CONiRACTOR
from such respo�tsibility for errors or omissions in the shap drawings or samples.
C&� Q'i 1358010 01340 - 2
�hop 9rawings, �roduct �ata and Sample�
�
-J
�. .
19. Rev#ew vf the CONTRACT�R'S Shdp Drawings: Review shall not relieve the
C�N�RRCTO� of any responsibility, ir�cludir�g responsibility for accuracy of
�dimensions and details, and for mutual agreemer�t and conformity of its drawings
with the contract drawings and specif cations.
1.4 SAMPL� PR�C��UR�S
1. Sample F�equirements:
� 1. Where possible, all samples required for a p�rticular specificatian section
shall be sul�mitted toge#her.
�. Samples shaA be submitted from th� same source which will supply the
� act�a# job. Samples shall be of adequate si�e to show quality, type,
� color, rar�ge, finisY�, texture and other specified characteristics.
3. Samples of materials or products whsch are normally furnished in
containers or packages, which bear desc�iptive labels andlor application
� or ins#alfation instructions, shall be submitted with such labels andlo�
instruciions.
2. ldentificatian: All samples shall be labeled, tagged or otherwise cleariy identified.
Labels or tags shall set forth the name of the project or location for which the
sample is being submitted; C�NTRACYO�, Subcont�actor andlo� su�plier; the
name of the manufacturer, fabricator or processar; th� tr�d� designa#ian, gradE
and q�ality of the material or product; the date of submittal, and specific
identification of each sample and a precise reference to the s�ecifcati�n sec#ion
a�d paragraph wherein the material, praduc# or element of the wo�ic is spectfied.
Each Eabel or tag shall have sufficient clear space to permi# the applicatian a# #he
review stamps of the C4NT'RACTOR and #he �AIGIN�EFt.
3. ieansmittals: Atl samples s�all be accompanied by a letter of tPar�smiftal feom
the CONT�.CTOR setting forth the same identi�cation information as required
abo�e under paragraph �. Where appropriate, tes# data andlor manufacturers'
certif cates sF�all be referenced in and for+�varded witi� the letter of transmittal.
5ampl�s withaut aceompanying certifcat�s or test data wi11 be r�turned withaut
action.
4. Submittat �rocedure: '�he C�NiRAC`fOR st�all submit th�ee (3} sets of each
sample required to the office or site tocation designat�d by the OWN��.
�. �nginee�s �istrib�t�or� and Stamp: Following the �NClN�I�R's re�iew of each
sam#�le submissio�r, the �NGIN��Ft will return one sample of �ach set of
samples to the CONYFtAC�OR with the �NG1N���'s �eview stamp and
signature afFxed t�ereto.
6. Contractar's Distribution: When samples are retumed "�URN1Sb AS AN
SUBAAITTED" or "FUFiNiSb AS AN CORR�C`f��," the CONYRACTOR shalE
retain such samples in a suitable place at the site f4r use by t�e CONY�ACTOR,
its Subcantrac#ors, fhe OWN�R and its authorized representatives to ensure that
all work is being installed in accordance with appro�ed samples. �he re�naining
appro�ed samples will �e rEtained by the ENGINEER or OWNEFZ.
C&B 0113580'�� D1340 - 3
Shop Dfawings, Product Da#a and 5amples
I,
7. Cast of Submittal and Dis#ribufion: All charges in connection with the delivery a#
. samples to the ENGIN�ER's office or where directed by the �NGIN��R {and a!I
charges in cor�nection with the subsequent distribution thereof by the
ENGINE�R) shall be paid by the CON�'RACiOR.
1.5 CONiRACTO�'S R�VIEW
1. R�view submiitals prio� to transmittal; de#erminE and �erify field meas�rements,
field construction criteria, manufacturer's catalog numbers ar�d conformance of
submittal wit� reguirements of Contract Documents.
2. CoQrdinate submittals with requ9rements of work ar�d of Contract �ocuments.
3. Verify submittal is sealed and signed by appropriate Pr�fessiQnal �ngineer or
Registered Architect, as may be required, in accordance with the appropriate
specification section.
4. �ach sheet af shop drawings and praduct data, and each sample label shall bear
C�NYRACiOR's review stamp signed ar initialed to certify compliance with
requirements of Cor�teact Documents. Notif� the �NCIN��R in writing at time of
submittal of any d�viations trom requirements a� Cnnt�act pocuments.
5. �o not fabrica#e products or begin war�C which requires submittals until return of
submittai with �N�IN�ER's review.
7.6 �N�iN���'S ��VIEW
ihe �NGIN��R shal! re�iew the CONTRACYO}�'s submittals, such as shop
drawir�gs, p�'oduct data and samples, far cariformance with #�e design, intent and
sp�cifications. �uring this phase, the �N�IN��R shall take appropr�ate action
on the submittals as follows:
1. 10 working days #or speci�ed �roduct submittals, .
�. �� warking c3ays f�� submittals of products required by perFormanc�
sp�ci�cations (including reference standards) and other name
manufacturers,
3. �5 working days for requests for substitutions ar�d "or equal."
1.7 R�SU�MITYALS �
'I . Mak� resubmittals under proce�lures specified for initial submittals; identify
changes made sinc� previous submittal.
PAR72� PR��UC�S
Not Used.
C&� 01135$a10 ����� � �
Shop Drawings, F'roduct �ata and Samples
PA�i� 3 - EXECUTION
� ����
EN� OF S�CiION
��
:�
C&� a113a8010 01340 � �
Shop �rawings, �roduct i7ata and Samples
l
ITEIVI 013'�0
SCHEDULE OF VALUES
Contractor shall develop and submit to the Owner for approval a Schedule of
� Values for the project.
1.02 RELATED WORK AND SPECIFICATI4NS
A. General Provisians
B. Item 01425 -
PART 1 GENER.AL
1.01 SCOPE
Measur�ment and Payment
C. Item 01300 -
;
� , ;
i
-, �
PART 2
PART 3
3.Q1 SCHEDULE flF VALUES
Submittals
Not Applicable
A. Within ten {10) calendar days follawuag the date ofNotice to Proceed, the
Contractor shall submit to the Engineer and Owner, in triplicate, a
tentativc Schedule of Values (a breakdown of the lump sum bid) which in
tum shall be used to determine partial payment estimates and may be used
to verify costs of credits, change orders, etc.
. 1. The tentative schedu�e af values will be reviewed by the Owner ta
determin� whether, in his judgment, the schedule of values is of
sufficient detail and if the prices incl�ded are "unbalanced" or
"front-end loaded", in an effort to inflate the prices of thos� items
of work to be completed in the early stages of work.
PRODUCTS —
EXECUTION
� I.
2. The �wner will provids the Contractor with his comments, andlor
� may request additional informatian from the Cantractox to justify
certain item quantities and prices. On the basis of tha Owner's
� comments, the Contra.�tar sha31 revise and resubmit tha tentative
schedule for further review andlor approval.
3. Once the tentative schedule is approved by the Ovv�ner, it shall
. � become the schedule of values to be used in deternuning partial
payment estimates. Three (3) copies of tlus schednle shall be
submitted to the Owner for dis#ribution and use.
Fort Worth Water Department . U137D -! 5chedule oi' Valt�es
4. No partial payment requests (including the first) shall be appraved
until the 5chedule of Values has been approved by the Owner.
B. Eac� partial payment request by the Contractor shall be based on t�e _
approved Schedule of Values indicating the total quantity and pnce of the
work completed to the date of the request. After approval of the submittal,
na modifica�ions will be made to the Schedule of Va�ues, except as
xequired by apprnved change orders.
C. Tn so far as possible, tatal quantities and unit prices shall be shown for all
items ofwork, separating for� each item the materia�s and labor and such
othe� sub-items as the Contractor may desire. "Lump Szun",
"miscellan�ous", and other such general entries in the schedule shall be
avoided whenever passible.
D. A sepazate schedul� of values shall be pr�pared for each lump sum bic�
item. The sum of the items listed on the schedule of values shall equal the
cont�ract lump sum price for the bid item. No additional payment will be
alIowed if #he quantities shown on the sche�u�e differ from those actually
required to accomplish the work, un�ess the quantities aze altered by
change order. �
E. The Schedule of Values will be used as a guide in evaluating the value of
work invol�ved in change orders.
F. - It is the Owrier's in�ent that the Schedu�e of Values may also be used as a
fair and expedient method oi determining the value of items of work
deleted, should the Owner sa desife. Ther�efore, it is the Contractor's
responsibility, as well as to his advantage, to make the Schedule af VaIues
detailed and each it�m and its respective value as equitable� and accurate as
possible.
�
Fort Worth Water Department � 01370 - 2 5chedule of Vaiues
�:
SECTIDN 01410
T�STING LABORAiORY S�RVIC�S
PART1 CENERAL
1.0'f D�SCRIPTION
A. Provide testing and inspection, compl�te, as described in this 5ection and
elsewher€ in the Contract �ocuments.
�. Requirements for t�sting may be descri�ed in various Sections of these
sp�ci�'ications,
9.0� QUALI�I( ASSURP►NCE
A. Provide the services of an independent t�sting laboratory appro�eci by the
�ngineer.
�. Upon comple�ion of each test andlor inspection, promptly distrib�te copies of test
or inspec#ion reparts to the �ngineer, ta govemment agencies requiring
submission of such repor�s, and to suct� p�rsons as directed by th� �ngineer.
C. When initial tests indicate nan-compliance witt� th� Contract Documents, all
su�sequent retesting accasioned by non-camplianc� shall be performed by the
same testing �a�oratory as the sole expense af the Contfactor.
�. I�mployment af a testing faboratory �y the Own�r in na way relie�es the
Contractor of his obligation ta pe�Form ti�e war� accor�ing to #he Contrac#
❑ocuments.
, 9.03 R�U�i���WOFtK
�- A. G�n�ral Conditions of the Cont�act for Constru�tion. lnspections and testing
required by laws, prdinances, rules and r�gulations, or arders of public
authoriti�s are the r�sponsibility af the Contractar.
' �. Specifications 5ections. Contained in ti�e various sp�cifcation sectia�s are
r@qu4r�rn�nts for cert�fication af �ro�lucks, testing, adjusting, and balat�cing of
_ equipmeni, and o#her tests �nd star�dards.
PP��Y � P�O�UC�S - _ Not Applicable
PAR� 3 EX�CUiION
3.01 WORK iNCLU��D
�; A. i�sting is required for the follawing items of wark:
1. ., Soils compacfinn control
, �. 5#ructural backfill
cs�B a� �35�.0�0 01410 -1
2002 iesting Labaratory Services
3. Casi-in-place concrete
4. Wetwell Lining System
�. Sanitary sewer lines and manholes
6. Equipment �esting
7. Lea�age testing of wefwell
3.Q2 TESTINC LABOf�A�'OF�Y R�SP�NSfBILITi�S
A. Coaperate with �wn�r, Engineer, and Contractar, providing qualified p�rsonnel
promptly on notice.
�. Perform specified inspections, samp�ing, and testing of materials and m�thods of
construction.
C. �romptly notify Owner, �ngineer, and Cantractar of irregularities �r deficiencies
of work that are observe� during p�rformance of s�rvices.
D. Prepare and distribute r�ports af inspections and tests wi#hin three (3) days of
t�st compl�tion.
�. Include the fallowing informatian for each test as well as additianai data specified
in the appticable section.
1. Dat� of test �
2. �.ocafion af t�st -
3. Sp�c9fied standards
4. Test results
�. RemarEts and observations
�. The laboratory is not authori�ed to:
1. Releas�, revo�e, alter, or en{arge on r�quirements of the Contract.
�. Appro�e ar accept �ny portion of #f�e war�
3. P�r�arm any duties af the Cantp�ctar.
3.Q3 CONT�AC�'OR'S R�S�'QNS1�1�,lTI�S
,l�. Caop�rate with laboratory pers�nnel; prflvide acc�ss to th� wor�s op to
mahufa�turer's o�erations.
�. �'ro�ide to laboratory preliminary �-epres�ntati�e sampl�s of materials to be tested
in r�quiee� quantities.
C. �urnish cvpi�s af mill t�st repo�ts
�. �urnish labor and �quipment:
1. ia pravide access ta the war� to be tested. f his shal! inciude, as
n�cessary, any ladders, scaffold, hoists, etc, needed by la�oratflry
�ersonnel for insp�ction or t�sting �f tf�e work.
C&B 011358A10 074'�0 - 2
20D2 Testie�g Laboratory Seroices
_a
�--
2. To ohtain and handle samples at #he site
3. To pro�ide area for laboratory's exclusive use �`ar stflrage o# test
samples.
_ E. When changes of #he cans#ruciion schedule are necessary, �oordinate such
changes with the testing laboratory as required.
3.04 EQUI�M�N� ��STIN�
A. The Contrackor shall furnis� all materials, labor, and equipment required for
preliminary field testing af �II equipm�nt to be furnished ar for portions af the
worlc that have been comple#ed.
' �. Upon completian of the wo�k ar�ci priar to final �cceptanc� and payment, all
equi�ment ta be f�rnis�ed sha11 be tested as specified or required to ensure
compliar�c� wit� th� drawings �nd specifications.
, C. 5hould the equipment tested, either for preiiminary or fina� tests, r�ot comply with
the requirements as set faeth on the dPawings and specifications, the Contractor
, shall ma4�� the r�ecessary changes and acijustmen#s, ar replac�ments as may be
i
required, and at no cost to the Owner.
, D. All costs of whate�er natur� fo� testing shall be barne by #he Cantractor at na
extra cost ta the Owner.
3.Q5 CQNCRETE iESiING
A. Portland Cement
._', '!. 5ecure from cement manuiacturer Certificates af Campliance delivered
i directly to the c4ncreta producer fo� fur�her deli�ery dir�ctly tn the testing
laboratory.
� 2. Require th� Certificates �f Gampliance ta positively idenfify the cement as
' to productian lot, bin or silo number, dat�ng and routing of shipmant, and
� compliance with sp�cifi�d standards. '
�. Aggregate
�
1. Provide one test unf�ss cha�acte� of material change�, mater�a! is
subst�tuted, a�- additional t�st is requested by th� Engineer.
�. Sample from conveyar belts or batching gates at the readyamix �lant.
�est ior sieve analysis an� specific gravity t�st to determine compliance
with s�eci�ed standards.
, C. �aboratory �esign Mix: F�rovide mix clesign in accordance with ACI 613.
� �, IViolded Concrete Cylinders:
' C&B a11358.010 01�Li0 - 3
2Q02 Testir�g Laboratory 5ervices
Pravide two test cylinders of each cEass af concrete af each c�ay's
placement. As a minim�m, there shall be ten cylinders taken for the new
wetwell, six cylinders taken for the new valve vault, four cyiir�ders taken
for the masonry enckosure foundatian, four cylinders ta�en fior the
structural rehabikitation af the existing wetwell, and two cylinders taken for
the sidewalks and ciriveways.
2. For every twa cylinders ta�en, test one cylinder at se��n days, and ane at
2� days.
3. I�e�ort the mix, sl�mp, location of concrete piac�ment, and test results
prior to additinn af any plastici�ers.
4. Take specimens and make tests in accordance with applicabie ASTM
standard specifications.
3.06 MRSONRY
Pravide mortar compressi�e strength testing per ASTiill C-�70. �imit samples taken to
faur.
3.07 SOI�S AN� MISC�LLAN�,OUS T�S�iNG
R. '�esting and control of soils shali be performed by testing laboratory in
accordance with �.SiM standards.
�. �he Contractor shall furnish ma#�rials to b� used in soils testing.
3.0� W��IN�LL LIPlIN�
Per#arm thic�ness, haliday, and bond strength test in accordance witE� Contract
Documents and manufaciur�r's recommendations.
3.09 SAfVIiARY S�IN�R AND WP�i�R MAIt�
Per�o�m t�sting of sewe� �r�d wat�r line tr�nch backfill cam�actiorn, tow�p�essure air tes#
OR �id�o inspection of gravity sew�r pipe, pressure tes#ir�g of fo�c� mair� and wat�r
main, and vacuum t�st of manholes, as desc�ibed within the Fort Warih Standard
Sp�cif �atians.
3.10 F'AYfi��NT FOR T�STINC;
A. Include within the Contract Sum an amount sufficient to co�e� all testing and
inspecting r€qui�€d �nc�er this sec�ion af these specifications, and to cover all
tes#ing and insp�cting r�quired by gov��mental agenci�s having jurisdiction.
�. Yhe �wner will pay for all�testir�g and inspecting specifically requested by the
�ngineer o�rer and above those described within the Contract Doc�m�nts.
�N� O� S�CiIOP!
C&B Q'f 1358.010 01410 - 4
Zpp� iesting Laboratory Services
i�-
SECiION 015�4
TEMPORARY FACILITIES AND CONTROLS
PART9 G�NERAL
1.01 D�SCRiF'TION
A. The facilities and controls specified in this sect�an are cansidered minimum for
_ the project. Yhe Coniractor may provide additional facilities and controls which
he cansiders necessary for the prop�r execution of the work and to meet his
responsibilities for protection o# persons, property, and the en�iranment.
�. The Contractar shall fumish €quiprr�ent whieh wilt b€ efficient, appfopriate, and
large e�augh td secure a satisfactary quality of work, and a rate of progr�ss
which will er�sure the completion of the wa�c within the time stipulated in #he
Contract Documents.
C. ihe Cantractor shasl be fully responsible for providing all t�mpnrary diversion,
and dewatering pumping and piping, plumbing, heating, v�ntilating, lighting,
t�mgorary s#r�ctures, and such other items required ta maintain the wastewater
eollection apera#ions within th� sch�duling req�irements cantainad in th�
Contract pocumer�ts. i�ailur� ta show all details of temporary piping and
#�mporary construction on th� drawings or in the specificatio�s shall not r�lie�e
the Contractor of the responsibiliky for constructing the impro�ements without
interrupting wastewater collection aperations.
�'R�� � Pf��DUCYS � Not Applrcable
�AF�i 3 �X'�CUiION
3.�1 U�IL.I�I�S
A. Sanitary �acilitie�: T'he Contrracta� shall provide and maintain toifets ar�d other
sanitary facilities fa� his emplayees and his subcontractor's empkoys�s that will
cQmpl�r with the r�gulations af th� State and laca[ health d�par�ments.
�. Water for C�nstructian: The Contractor must acquire a canstruction water met�r
from the City's �xisting water service during life of contract fre� of charg�.
Contractor shall arrang� for the necessary temparary water s�rvice including the
s�curing of any necessary access, easements, permits and meter.
C. �lectfic Power for Const�uction: ih� Contractor shall m�intain the temporary
�lectric pawer syst�m during the contract �eriod at his exp�nse. �lec�ric pawer
vbtained through the temporary. s�rvice shall be paid for by th� Contractor. �he
temporary systems and th�ie componenis shall he furnished and installed in
conformanc� with the r�quirements af th� Nationat Electric Cod� (N�C).
C&B 011358010 01500 -1 iemporary Facflities and Controis
L�
3.02 WASTE
Provide approved cantaine�s for collectian and dispasal vf waste materials, debris, and
rubbish.
3.�3 SECURIYY AND T�MPORARY APPROVED PROTECTION
A. Furnish, install, and maintain suitable barriers and protect�on to prevent p�ablic
er�try, ar�d to protect the work, existing facifities, and existing roads from
constructian operatians.
B. �he Contractor shall tak� ali necessary measures and be selefy respansible for
the protection of temporary facilities, finished canstruction areas, equipm�nt, and
materials at the site until the project has been completed and accepted by the
Owner.
3.04 SIiE flNAINT�NANC�
A. �xc�pt as provided her�in, no sidewalk, private prope�ty, or other areas adjacent
to the lift station site sF�all be used for storage of the Cantractor's equipment and
materials unless prior wri#ten approval is o�tain�d from the I�gal owner.
B. At aA times, the Cor�tractor shall maintain areas co�ered by th� contraat ar�d
public prvperties fre� from accum�al�tion of waste, debr�s, and rub�ish caused by
constructio� operations. All trash and waste materiais shall be clean�d and
disposed in an �pproved waste �eceptacle �ach c�ay.
C. �xcavated materials shall b� r�moved from tMe sit� in a manner that will cause
th� least damage to adjacent lawns, grassed areas, #rees, garc�er�s, shrubbery, or
fences regardless of w�tether th�se are on private p�operty or publ'tc right of
ways.
1�►l�IiF�����C�.7�1
C&B 019 3b801 Q 01500 - 2 TempQrary �acilities and Controls
i'
s�c-�ioN o�szs
TRENCI� SAFETY SYSTEM
- �AR� 1 - G�N�RAL
1.1 S�CiION INC�UD�S
1, �rench safety system for the construction af trench excavatians
2. irencl� s�f�ty system �or structurai excavations which fall under provis'tons of
State and �ede�-al trench safety laws
1.2 UNI�' PFiIC�S
1. iiAeasurement far all tr�nch safety systems used on this project shall be on a
� lump sum basis.
1.3 D�FINIilONS
1. A trench shall be defned as a narraw exca�ation (in rela�ion ta its depth) made
� b�low the sur#ace of the ground. In general, #he depth is greater than the width,
, but the width of a trench (measured at the bottom) is not greater than 15 feet.
� 2. �he tr�rich saf�ty syst�m requirements will app�y to larger open excavations if
, th� er�ction of structures or oth�r instaflations limits the s�ace between the
exc�vation slope and t�es� installation to dimensions equivalent of a trench as
� defined.
3. irenc� safety �ystems inctude but are nat limited to sloping, sheeting, trench
boxes or trench shieids, she�t piling, cribbir�g, bracing, shoring, dewat�ring ar
di�e�sion flf wat�r to provide adequat� dPainage.
����i1=31■���ils1��
1. Submittals shail conform to requireme�ts of Sectian 134Q � 5hop �rawings,
Product Data and Samples.
i 2. Submit a safety program specifically for the constructiar� af trench excavatio�n.
�esign the tr�nch safety p�ogram to �o� in accordance with OSbA �9CFR
� standards governing the presence and activiti�s of ir�dividuals working in and
around trer�ch excavations.
3. Canstruction ar�d shop drawings containing c�e�iations from OSbA standards or
specs�l d�signs shal! be s�al�d by a licensed �ngineer retained and paid by
CQNiF�ACiOR.
�
C&� 0113�8010 Q�1526 � 1 �'rench Safety System
i�
1.5 R�GULATORY RE�UIR�hAENTS
instalf and maintain tr�nch safety sysfi�ms in accordance with the detail
specifications set out in the provision af Excavations, Trenching, and Shoring,
Federal �ccupation 5afety and Health Administration (OSHA) Standards,
29C�R, Part 1926, Subpart P, as amended, including Final Rule, published in the
�edera! Register Vol. 54, No. �D9 an Tuesday, Octaber 31, 1989. Yhe sect�ans
that are incorparat�d into these sp�ci�cations by reference ir�clude 5ection�
1926-650 through 1926-652,
2. Legislation has be�n enacted by the �exas �egislature with regard t� trench
saf�ty systems, is hereby incarporated, by reference, into tf�ese sp�cificatians.
Fie#er to Texas Health �nd Safety Code Rnnotation, ��6.02'i {Vemo� 1991).
1.8 IND�NiNtFlCAiION _
1. CONiF�ACiO� shal! indemnify and hold harmless the UWNEF�, its employe�s
and agants, from any and a11 damages, costs (including, without limitation, legal
f�es, court costs, �nc� the cost af in�estigaiion), judgments or claims by anyone
for injury ar death of p@rsvns r�sulting from the collapse or failur� oi trenches
constructed und�r this Contract.
2. CONT�ACiOR ac�tr�awledg�s and agrees that th�s inderr�nity pravision pro�ides
indemnity for th� OWPI�� in case the OWN�R is negligent eitF�er by act or
omissior� in pro�iding far trench safiety, including, but r�o# limit�d to safety
program ancf design re�iews, ins�ections, failures to issue s#op wark orders, and
the hiring of the CONTRAC�OR.
�ART 2 � PFiO�UCiS
Not Used
PA��' 3 � EXECUTI�N
3.1 IiVS�ALLA�'iON
1. Ins#all and maintain trench saf�#y systems i� �ccardance with pravisiorts of
�SFiR �9C��.
2. Sp�c9ally designed trench safety sys#�ms shall be installed in �cc�rdance witY�
the trencF� safety drawings produced far the locatio�s and conditions identified on
the �rawings.
3. A competent p�rsan, as id�ntifi�d in the CONT�C���'s tr�nch safety program,
shall ��rify that trencY� boxes and ath�r premanufactured syst�ms are certified for
the actual instalEation cqnditions.
C&� 011358010 01��8 � 2 �rer�ch Safety System
�
,�
�'
� 3.2 INSPECTION
7. CONTRACiOR, or CONTRACiOR's independently retained consultant, shatl
make daily inspectians of ihe trencn safety systems ta ensure that the installed
, systems and aperations meei OSI�IA 29CFR and oths� personnef pratection
-- regulations requirements.
2. tf evidence of passible cav�-ins or slides is appar�nt, C�NTI�ACTOFt shail
immediat�ly stop work in the trench and move personnel ta safe lacations until
the necessary �recautions have been tak�n by CON��ACYOR to safeguard
personn�l entering the trench.
3. Maintain a permanent recvrd of d�ily inspections.
3.3 �I�LD QUALI�Y C4Ni���
1. CONiRACi�� shall verify specific ap�licability of the sel�cted or specially
design�d tr�nr.� safety systems ta each field condition �ncauntered nn the
project.
END OF S�C�101�
�
�
I ,�
I . ,
I, C&B 01135�010 01526 - 3 �rench 5afety System
I I..
�
SECTION 01563
C�NTRO�. OF GROIlND WATI�Ft AND SUR�AC� WAiER
PAFti 1 � GEN�RRL
1.1 S�CTION INCLUD�S
1. �ewatering, depressuri�ing, draining, and maintaining trenches, shaft
excavations, structural excavatior�s, and foundation beds in a stable condition,
and cantroliing grou�d water conditions for tunnel exca�ations.
2. Protecting wark against surtace runoff and rising flood watees.
3. �isposing af remaved water.
9.2 UN1T' PFt1C�
1. No separate �ayment wili be made for work specified in this seciion.
1.3 R�1����NCES
'i. 1�ede�al Regutatinns, �9 C�R �art 192fi, 5iandards-�xca�ation, Occupatior�al
�afefy and Health Administration (OSHA).
2. �ederal Register 40 C�� (Vot. ��, Na. 2�2) �'art 122, E�A Administe��d Permit
Programs (N���S), €'ara.1��.�6(b)(14) ;torm WaterDiscl�ar��.
1.4 D��1N1 f IOf�IS
1. Geour�d water cantrol includes both dewatering and depressurization of water
beari�g soil layers using well pvints, for either vacuum or eductor systems, or
deep wells. Us� of sump pumps �oes not constitute g�ound wat�r control.
1. �ewatering is lawering the water table and interceptir�g seepage whic�
wou�d otherwise emerge from slopes or bottoms of +�xcavations, or into
tunnels and shafts, and dispasing of removed water. �
�. Depressurization is red�ction in piezametric pressure within a soil strata
not contro�led by dewatering alone.
2. Cantral of excavatian drainage by sump pt�mping includes operating #he sump
p�mp and drainage facilities installed to co�lect water in the sump.
3. Control of surfa� drainage is diversior� af surtace water away from excavations.
'l.� F�ERf�B�MANC� R�QUI��M�N�S
1. Conduct subsurtace investigatians as needed to identify graund water conditians
anc! to p�ovide parameters #or ins#allation and operation of ground water control
� t systsms. Pertorm pump tests, if necessary, to de�ermine drawdown
characteristics of water bearing layers.
G&� 01135�090 01563 - 1
Contral of Craund Water and 5urtace Water
�'
2. Devekap a graund water control system, compatible with req[�irements oi Federal
Regulatior�s 29 CF� Part 1926 and Section 0152� - irench Safety Systems, to
�roduce the fallawing re�ults:
1. Reduce hydrostatic pressure �ffecting exr,avations to the following levels
as determined by piezometer obserrratians. ��
1. �ar sewer insta�latia� in open-cut constructian, reduce the
piezametric leuel to below the trench bottom elevation or to within
� fee# above the tap af clay layeps.
�. �or structural excavations, reduce the piezometric level ta at least
3 feet below the excavatian bottom elevatian ar within 2 feet
abaWe the tap of clay layers.
3. 1EVhePe hydrosta#ic pressure in a conflned water bear�ng layer
exists belaw the excavation, depressurize this ��ne #o eliminate
risk of uplift ar other instability of the �x�cavation or installed works.
AIlawable piezometric elevations are defined by submittals for the
g�avnd water cvntrol plan.
2. �e�elop a stabEe subgrade far subsequent canstruction vperations.
3. Reduce hydrostatic pressure far tunr�el excavations as necessary to
maintain face stability, grade control, and to con#rol seepage into tu�ne�.
3. Provide d�ainage of seepage water and surFace water, as weli as water from any
other saurc� entering the �xca�atian. �xcavation drainage may include
placement of drainage materials, such as crushed stone and filter fabric, tagethe�
with sump pumping.
4. �ocate ground wat�r cantrol and drainage systems so as not to intertere w�th
utiliki�s, construction operations, adjacer�t properties, or adjacent water wells.
5. Modify g�our�d wat�r control systems or apera#ians if they cause or threaten to --
cause damage ta Rew const�uction, existing site impro�ements, adjacent
property, o� adjacent watee w�lls, or if they affect patentially contaminate� areas.
6. �ro�ide pie�omet�rs as �ecessary to mor�itor pie�omet�ic etevations far
excavations.
1.8 SU�i�lll�'ALS
1. Make submittals in conformance with requiYements of Section 0134� - Shap
D�awings, �'roduct �a#a and 5amples.
2. Submit a graund water control plan for record to th� ENGIN��R priar to start of
any field wor�. ihe plan shalI be signed �y a�rofessianal �nginee� registered in
the State of Texas. Include tfle following:
� 9. Res�lts of C�N��o��`OR's subsurFace investigation, if conducted.
2. ��scription of th€ extent and characteristics of water bearing layers
� subject ta ground water cor�trol based on availahle geotechnical barir�g
infarmation and C�Ni�4C�'�R's own investigations.
3. R description of proposed ground water vontro! systems indicating type of
well ins#allation and equipment, arrangement, loca#ion, depth, and
caPacities of system components.
C&� 011358010 U 9 563 � 2
Control of �round Water and Surface Water
�
'f
� 4. A description of propased monitoring installatians indicating depths and
locatia�s af piezometers, and piezametric cantrol elevations for
, dewat��ing and depressurization.
5. Calc�alations supparting selection and design oi proposed systems in
regard to well spacings an� pumping eapacities.
B. Propased methods and iocatians for disposing of removed wate�.
'r
3. Submit a summary table upon completed i�itial instaliation far each sectien of
work, showing piezometer locations by station, installation depths, baseline
piszomeiric eievation readings, and piezometric control e�evations.
4. Submit an updated summary table of pie�ometric elevations on a weekly basis.
�� � 5how the piezometr�c elevations ob#ained fram daily monitoring of dewatering
and depress�rixativn eff�cts ciuring graund water control aperations.
1.� �NVIRONI�AENTA� R�QIIlR�MEf�iS
1. Comply with iexas Natural Resource Canservation Commission regulations and
�exas Water We11 Dril�ers Association for development, drilling, and
abandonment of wells used in dewatering system.
PARi2- �RODUCTS
�.'I �QUIPM�Ni A�ND MAT�RIA�S
1. f�qcaipment and materials are at the optian af CON�RAC�'�� as necessaryr to
achieve desired results for ground watee control. �raund water control systems
may include single-stage or mulkipfe-stage well point systems, eductor and
� ejector-type systems, deep we11s, or cambinatians af these equipm�nt types.
� �xcavation drainage and surtace drainage may also include sump pumping.
�T �. Maintain equipment in good repair and opera#ing order.
3. Arrange for standby ec�uipment and mat�rials where required.
PAR� 3 - EXECUTION
3.1 GROUND WAi�R C�NTRO�
'S. Install, operate, and maintain the ground water oontrol s�rstem in a manne�
� compa#ible with construckion methods and site conditions. Notifjr �NCIN��� in
� writing af any changes made ta accommodate freld cor�difions and changes to
the War6t. '
2. �or above graurid piping in ground wate� ca�trol system, i�nclude a length of clear
transparent piping between errery well paint and discharge header so that
dis�harge �rom each installatian can be visually moniiored.
3. Replace i�stailatians that produce noticeable amounts af sediments after
development.
C&B Q11358010 � Q1563 � 3
� Control of Ground Water and 5urface Water
�. Remo�e grease, dust, dirt, stains, paint, ail, labels, fingerprints vr other foreign
materials from interior and exterior surfaces. Repair* patch and touch-up marred
surfaces to match adjacent finishes.
3. Broom clean paved surfaces; ralce clean other surfaces of grounds.
3.3 ADJUSiING
If installed features af the work fail to aperate or op�ra#e improperly� make the
necessary adjustmer�#s ta permit and insure proper opeeatian. Ftemove and
repair or replace maladjusted items if necessary far praper adjus#ment.
�. Remave all waste material and rubbish f�om the project a�ea, as well as all toois,
corrstruction equipm�nt, machinery, and surpfus materials and temporary
facilities.
3. Imm�diately prior to acceptance or occupancy, conduct a final i�spectian of
exposed interiar and exterior surtaces to �erify t�at khe war�t is properly cleaned.
Niainta�n cleaning until the premises are oceupied by the OWNER.
�ND O� S�C�'�ON
�
C&� 0� 1358010 016�4 - 2
Cleaning and Adjusting
1 � -�
S�CTI�N 01610
BASIC PRO�UCY REQUtRFM�NTS
PA�i 1 � �EN�RA�
'i.'� S�C�ION INCLUD�S
Requirements for transpartation, delivery, handling, and storage of materials and
e�uipm�nt.
1.2 PR09UGiS
'�. �ro�ucts: Means material, equipment, or syst�ms fo�ming the Work. �oes not
include mach�nery and eqvipment used far preparation, fabr�cation, conveying
and er�ction of the Woriz. Products may also include existi�g materials or
components designated for reuse.
2. po not reuse materials and eqtiipment, designated to t�e removed, except as
specified by #he Cantrac� Documents.
�I 3. Provide equipment and components #rom the �ewest numb�r of ma�ufacturers as
1 is prac�ical, in order to simpliiy spare parts inventory and to a11ow for maximum
interchangeability of components. For multiple components of the same size,
�I ty�e or application, use the same malce ar�d model of component throughout the
� project.
1.3 7RAN5�'OR�R�ION
Ma�e arrangerrients for transportation, delivery, and handling af equipm�nt and
materials required for timely complekion of the Wor4c.
2. Teanspor# and handle praducts in accordance with instrucfiflns.
3. Consign and address shippi�g documer�ts to the proper party giving name of
Project, street number, and City. Shipments shall be delivered to the
con���►c�o�.
1.4 ��LIVERY
Ar�ange defiveries of products to accommadate the short ierm �ite completion
schedules and in ample time to faciiitate inspection priar to insta�lation. Avoid
deliveries that cause fe�gthy storage or o�erburden oi limited stoeage space.
�. Coordinate deliveries to a�oid conflict with Woi-k and conditions at the site and to
accommodate the following:
1. Wo�k of o#her can�ractors or the DWN��.
2. �imitations o# storage spaca.
3. /�vailability of equipment and personnel for handling products.
4. O'WN�R's use of pr�mises.
�I
C&� 01135�01D Oi$1D -1
�asic PradUct �equirements
�� �
- s�c��oN a� 700
CONTRACT CLOSEOUi
I -, PAR�' 1 C�N��AL
i.Q'f SCOPE
A. Camply with the requir�m�nts stated in the Cantract nocuments in clasing out
the worlc. �
B. Comply with r�ia#ed requirem�nts in other parts of the Contra�t C�ocuments,
including fiscal pravisions, legal submittals, and additionaf admin�strative
�a r�quir�ments.
,
PAfti 2 ��O�UCTS — Not Applicable
' PART 3 �X�CUiI�OIV
;
3.Q1 F�NAL [1V5P�C�ION
, A. When the Contractar cansiders the work complet�, i�e shafl submst written
' cer�ifcation to the �ngin��r that:
1. Contract Docum�nts have be�n re�iew�d
�� 2. Contractar has insp�cted for compliance witt� the Contrae# �ocumerrts.
3. Wo�c has been compiet€d in accordanc� with Contract Documents.
�' 4. �quipment and sysiems haove been tested in presence of the �ngine�r
-� `• and Own�r's re�reser�tativ� and are operationaf.
,
�. Vlfork is compl�ted and r�aody for final inspection
�. �. �'he Owner and �ngineer will ma�e an inspection to v�rif� the status of
completion with reasanabl� promptness after receipt of such cer#i�ica#ion.
,
� C. Shoui� the work he designated as incomplete and defecti�e:
1. �ngineer will promptly notify th� Cont�actaP in writing, iisting th�
! incomplete o� defective worl�.
;` �. Contractor shall ta4�e immediate steps ta r�m�dy the stated de�ici�ncies,
�. and send a second written c�rtification to t�e �ngi��er that the work is
� compl�te.
� 3. ih� Owner and �r�gineer wil! re-inspect the wark.
4. When the war#� is accegtabl� under the Contrac:t �ocuments, the
Contractor shall b� request�d to mak� closeout submittais.
3.02 CONiRRC��R"S CLOS�DUY SUBMfTT'A�.S �O OWNERI�NCINER
� � A. Project Record �oc�m�nts to comply with section 01�20
, C&B 411358010 01700 -1 Contract Closeout
i��
B. Operation and Maintenance Data to comply with Contraet Documents
C. Evidence of Payment and Reieas� of Liens: Submit the fallowing in such form as
approved by the Eng9neer:
1. Contractor's affidaWit of payment of debts and claims.
2. Contractor's affdavit of release of liens, with:
a'. Consent of surety to final payment
b. Sepafate releases nr waivers of li�ns for sut�contractors and
oth�rs with lien rights agair�s# property af Owne�.
3. All submittals shall be duly ex�cuted before d�livery to �ngineer.
n. C.�rtificate of Insurance far �roducts and Campleted Operations
�. Submittal of �inal Summary Payment �epart Form �e made to City's MNV��
office.
F. C�rtification from all manufacturers af praper eguipment installation, testing, and
demonstration as specified in Cont�act Documents.
3.�3 �INAL ADJUSiM�lVT OF ACCOUNiS
A, Submit a final statement of accounting td �nginear
�. 5tatement shall reflect ail adjustments ta contract sum:
1. Origina! contract sum
�. Additions or deductions resulti�g fram:
a. Previous change orders
b. Deductions for uncorrected wor}c
c, 9eductions for Ciquidated damages
d. Oth�r adjustments
3. iotal contract sum, as adjusted
4. �'r��iaus payments
5. Sum �emaining due
C. �ngir�eer and Owne�- wilt �r�p�re any �i�al ch�nge orde�st reflecting appro�ed
adjustm�nts to contract sum which we� not made by pr��ious cl�ange ord€rs.
3A4 �IiVAI� AP�LICATIOP! FOR PAYi��N7'
A. Contractor shall submit tF�� final application for payment in �ccord�nce with
procedures and r�quirements stated in the Contract bocum�nts.
�. �in�l payment shall n�t b� approved �ntit all Cor�tract Closeout requirem�nts have
b€en met and a!I a#her con#ract rec}uireme�ts fulfiiled.
��� OF SECifON
C8�B 011358010 01700 - 2 Contract Closeout
�:
s�e�rory a�72o
P�iOJ�CT R�C�R� DOCl1PVlEN7S
PAR71 � C��N�RAL
1.1 C�NERAL
1. Prepare and mainiair� record documents for the project to accu�a#ely re#lect the
construction as built. �ocuments must be submitted at work c,csmple#ion as a
con�ition of acceptance,
1.2 MAINTENANC� �F� RECOFtD �OCUM�NiS
1. Maintair� at the jo� site, ane ('{ } copy af:
1. Contract drawings.
2. Camplete set of specifications.
3. Addenda.
4. �e�iewed shop drawings and submittal.
. 5. Change orders and fie4d orders.
6. Other contract modificatians. "
I . Field test records.
8. Corr�spon�er�ce
�. Labe1 each document `°PROJ�Ci R�CDf�D" in twalnch (�") high printed ietters.
Legibly mark contract drawings to record act�al construction:
1. �ep#hs of rrarious el�ments of foundation i� relation to underslab utilities
and appurtenances referenced to pefmanent surface improvements.
2. �lori�antal and vertical location of ur�derground and underslab utilities and
appvrtenances referenced to p�rmanent surtace improvemer�ts.
3. Location of intemal utility and appurtenances reference to permanent
� surFace impro�vements.
4. �ield char�ges of dimension and detail.
a. Changes macie by change order or fietd order,
6. D�tails not on original c:antract drawings.
3. Legibly mark spe�ifica#ion and addencfa to record:
1. Manufacturer, trade name, eatalog number and supplier of each praduct
and i�em of equipment acivally installeci.
2. Changes made by change order or fie�d oeder.
3. ather matters not originally specified.
4. Legibly annotate the foflawing shop drawing to record c�anges made after
review:
1. Manufacturer, trade name, catalag r�umber and supplier of each product
and item of eqc�ipment actually ins#alled.
�. Ghanges n�ade by change order o�- feld order.
3. Other matter� nat ariginaliy s�ecified.
C&� 01'i358010 O�i2D � 1
Project Reeord Documents
� 4
1.3 SUBMITTAL
1. At project cc�mpletion, deli�er record documents tv the �NGINEER. Place alE
letter-siz�d material in a three (3)-�ir�g binder, neatly indexed. Bind contract
drawings and shop drawings in rolls of con�enie�t s�ze for ease of handli�g.
2. Accampany the submittal wit� a transmitta� letter in duplic�te, containing:
� 1. Dat�
2. �roje�t title and number
3. CONT'RAC�'�R'S nam� and addres�
4. 7itle number of each documen#
5. Certification thai each document as submitted is complete and accurate.
�. Signature of CONTRA���R
P�I�� � � �FtODUC�S
�lot Used.
PARi 3 � '�X'�CLI�ION
Not Used.�
�N� �� S�Ci°lON
�
C&� 411358010 017�0 - �
�roject Recard Documenks
�• .
s�cTioN a2�aa
SITE PREPARAT[ON
- 1
�.1
�
�
1.2
2
3
3.1
3.2
3.3
GENERAL
SCOP� OF WORFS
A. Perform al! work required to complete the site preparation, clea�ing and grubbing
indicated by the Contract �ocuments and other items necessary for the proper
executio� and campletion of #his project.
R���R�NC� �OINiS
A. �ocate bench marks, monuments and �th�r reference points for elevation and
location of piping and pump pads. Notify EN�lhlEER of any appar€nt
discre�ancies in indicated lacations, as applicabi�.
�. PPotect ref�re�c� poir�ts from dislocation or damage. Replac� or repair
immed'ratefy any paints damaged, destroyed or dislocat�d.
�RODUCiS
Not Used.
�x�cu��on�
�Ro��c-riory
A. V�rify that existing plant lif� and features ci�signated to remain ar� tagged ar
identified. COf�iRACiOF3 sh�ll �rotect existmg facilities and all trees, plant
g�o►n�h, fences and ather featuees designated to remain duPing clearing
�rocedu�es. All benchmarks and structur�s shall be protected from damag� or
disp�ac�ment.
S�RI��1NC V�G��A�ION
A. R€move �egetatior� ir� spac�s designaied #or buildings, d�ives, paving and all
areas aff�cted by prvpesed construct�on.
�. Scrape or rake ta rem��e brush, roots, grass and wee�s.
C. �emo�e �eg�tation and trasl� from site.
TOp501L
C8�8 No. 09 0358.D10
2002
02100 - 1
Site Preparation
�_.l'
A. Remove topsoil in spaces designated for buildings, �rives, paving and all areas
affected by proposeci construction.
8. No debris, stones larger thar� two inches or subsai! shall be allowed in stripped
topsail.
C. Store topsoil for fill in planting areas ir� neat piles at designa#ed lacations on site.
Arrange sterage t� a�oid interterence with building operations.
D. Remo�e excess topsoil, vegetatian and trash from site
3.4 C��A�tING AN� GRU�6ING
A. Remove obstructions within work area #o a depth of #w�nty four (�4} inches
below finished grade in areas to b� covered ��r building and to a depth of
�ighteen (1 �) inches ir� areas to b� pia�ted, sadded or sur�aced.
�. f�emov� all foundatians, trash, stumps, old fumber, structures, etc., lacated
eith�r above, on ths surface or below which may intertere in any way with the
new canstruction.
C. Refill, with suitable material appro�ed by the ENGIN���, all depr�ssion
excavated �elow the original ground surface by the narmal remoual of stumps,
foundatians, roats, etc., and compact to the required d��sity.
C7. Dispose af remaved abstructians and d�bris off-site in aecordance with Sectian
0�22�.
3.� D�MO�ITION U� EQU1P11AEN�
A. Ali existing piping, �alves, fittings and pumps ta be r�mnved are indica#�d on the
Plans.
�. �ONTRACTOR shalt coordinate sal�age andlo� remaval and disposal of
equipment with Own@r, pri�r to any demalition.
�. �ispos� af removed obstnactions and de�ris o�f-site in acca�da�ce with S�ction
�222�.
EN� OFr S�CTIC3N
C&B No. Q10358.Q10 02100 - 2
2pQ2 Site Preparaiion
�
'f
S�C�IOR; 02200
��-r�wo��
�
�'ART' 1 � GENERA�
1.1
1.2
SCQP� �� 1J1J�Ft�C
A. `�'�� ear�hwor�t c�nsists ofi o�erations required fior excavation, non-e�ansive
e�rth f II, structur� backfill and gen�ral ea�h �ill, as may be required during
devela�ment of the �Poj�ct. Th� ter� "�rrtbankment" as us�d in this sectian
�efers to th� comp�cted e�rih fll �equired for stnactu�� pads, roadway
�mbankment �iN and miscell���eus r�lat�d �i�l. iFie �subgrad�� ref�rs to #h�
s�r�ace �f the cl�ar�d an� �trippe� areas that ar� r��si�n�tec� to receive �II,
road�evays or str�ctur�s.
�. �h� C�PIiRRGiOF� st�ali infonn ��� s�tisfy him�el# �s ta the ch�racter, �u�ntity
and �istri�ution of materi�l ta be exea►�ated.
�v��c �,�r��c�i�� �xis�r�� u�r���ri��
A. Aboe+e o� �elow gr�de utilitie� which are to remain s��ll be prate�ked by the
G�NTRACiO�. �xisting utili#ies shall not b� #a��n out �f �efvice without
s�ecific written �utho�i�tia� �y th� �l�1lN�R.
1.3 PRpiECiI�F6
A.
�.
C.
��ot��t tre�s, �hr�b�, law�s ��d other fe�tur�s �r��i�i�g as parfi �fi the ��al
land�caping.
Prote�t b�n�hm�rks, existi�►� structur�s (n�t 1��iflg �mov�d), fen��, Paa�s an�
pa�in�.
�lotify the ��6CIf���R af ur��x���ted subsu�a� e��ditions.
�. VIlher� damag� �ould resuft firor� co�ti�ui�� w�ork, disco�ti�u� work in �r�a ��til
�NGIPd��R netifi�s GDNi�A�iQF� of the requi�d �odifications.
P,4�i � � �RODUCTS
2.� �QUI�'IU�ENi'
,
��
�
A. CC��T'Ri4C�pR �ha11 furr�i�F�, o�r�t� and maintaoir� aA e�uiprrrm�r�t r��ui��d to
camplete 4�is proje�t, ir��ludin�, b�t noi limiteci io, th� foll�wing:
�. C3rading �quipme�t: Equipme�t necess�ry to pred�ac.� u�ifvr�r t lay�rs, secti�r�s
and smootimess of grade for �o�t���tion �r�d �1�air�age.
G&B 0'� 135�A10 022Q0 0 7
�0�� �ar�hw�r�
� _.1
C. Miscellaneous �quipment: Scarifi�rs, disks, spring iaoth or spike toath harrows,
ear�h hauling equipment and other equipment suitable f�r removal of mai�rial
from excavatians and for the construction of fills.
�.z ro�soi�
A. �ource: �opsai� is to be obtai�ed from exca�ation ar�d fill areas, �trip and
s#ockpile t#�e top six (fi} inches of material fPom such areas.
�AR� 3 � �X�C11�18R!
3.i CL�ft1N�, GRU��INC AIVC� �iR1��INC�
A. All ��e�s to be exc�vatec� or 40 �ecei�e e��i� �II, ro�d�+�y�, �t�u�ft��� �� oth��
StJCi� faCilitieS, s�all be cleared, g�ru��ed a��1 strip��� ��i�� ta �xe�va#ion �nd
subgr�d� pr�paratio�.
�. �le�� i�g �nd grubbi�g shall �v��ist og th� �e�noval �f all t�ee�, I��g� veget�tior�,
abandon�d structures, and de��i�, including al� raats 1 inch or larg�r ir� diam�ter,
to � minim�m d�pth ef �ight��n (1 �) inches �low the �ropos�d subgrade I�ve!
fo� ���as to be planted, sodded or sur�aced and to ��1eptFi of twenty fou� (�4)
inch�s b�lov� fiinisf��d grade i� areas te be covered by a buildi�g vt strUcture.
�. Str�ppi�� ��iall e��sist o� tFie r��n�v�l of all to�s�il, �o�#�, ��g�tatio� a�d ru��is�i
not remav�d by the clearin� and grubbing operation. Additionally, �ny other
u���tisfiactory rr�at�rial sFiail b� �emo�g�1 fram tHe �c���a��1� a�ea of futur�
c�mp�c#�� fills or errnb��km��tt�, ��d fi�om t�e su�f��s u�der�eat� t�e futu��
ro��+�+�y� ar otFie� �tr��tur�s. �he stri�p� ar�as �hall �o o�aserbe� to determine
ifi additi���l ��ce�d�ti�r� is re�uire� to �ema��. w�a� o� ot�ews►ise un�uitabl�
m�t�r�ia�s thai wa�ld ad�+�rs�ly aifec� th� fil� placem�n#.
�. �ispase of re�nar��d o�st�ucti�ns an� d��eis �ff sit� i� �c;e�rtt��e� witH �e�4ior�
0���7.
�.� su����� �������[��
A. The subgr�de sh�ll � fir� �nd abl� tv supp�rt th� con�#ructign �qui$m�nfi
writHout �i�placemen#. �eft or yiel�ing su�r��� sFiall �e cor�ecf��1 ar�d ma�1�
s4��1� m€f��e car�st�ttc4io� proe��d�. i�� su��d� st��il be pra�f r�ll�d t� d�te�4
sc�i4 spots, vvhich if exist, s�i�ll b� rewar��d. Proof rolli�g shall b� p�rForm�
usi�g a F��aery �ne�m�tic tir�d rall�r, lo�ef�� dum� �r�uck or simi��� ec�uip��r�f
w�ighir�� a��raxim�t�ly 2� t�h�. ��i� ��oo� rollir�� op���ti�n� will ���s��►re� �y
th� pYoj��t geotechnie�l ���i�e�r. i�e side� �f stump holes er �tl��r simi{�r
e�vities or �epres5i�ns sh�ll b� brgken down to �latte� the s�opes (no st��p�r �
�Fian � f�oei�ontal t� 1 der�icai), witF� tFie sid�� of t�e cuts �� �i��es i��ir�� scarifec�
to �ro�ide b�nd I�etinr�er� t�e fou��ation so�ls ��� the em�an�m��� filL E�c�
�epressior� �� fl�l� s��ll �� �i�l�� wit� t�� �am� typ� of mat��i�f w�ich is tfl i�
placed immediat�ly sbov� ih� f�undation �oi�.
C&� 0'I 43v�A70 0��00 - �
�oQ� ��rt�wor�
B. �xisting hillsides or slopes which will receive fll shall be Ioosened by scarifying or
plowing to a deptN of not iess than 8 inches. Yhe fill materia! sh�ll b� benched
intn the existing slape in such a manner as ta provi�e adequate banding between
tfi� fill and slope, �s well as to aflow th� iill to be placed in essentially horizontal
iifts.
C. Pri�� to placement af compacted fill i� any section of ti�e �mban�mer�t, afte�
depressior�s �nd holes ha�e b€en filled, #h� foundation oi such sections shall be
compacted to the same density �nd moisture requireme�t as the embankment.
� �. In �reas of tf�e subgrad� which �re tvo soft, w�t or ott�ervvise unstabl� to allov4r
emb�nkmer�t construction to b�gin, the us� of plating ar�dlo� pf�ting in
'I ,, ,- cArrn�i��tion with a�e�g�i� may be �equir�d.
�, ih� tr�fFic of Fi���ry equi�ment, i�cluding f�e�vy cemp�ctiar� �quipm��t, may
cr�ate pumpiNg �nd g�n��al deteri�ration of tFie sh�llawer clay soifs. ih�refore,
it shall be �nticipated that some co�struction difficulties will be �r�countere�l
�u�ing �€riods wheh thes� soils �re ��te�rated. '�he cl�yey, sandy an�1 silty soiks
��y have to i� excavated, mixe�, dried and re�laced. At times, exc�v�ting and
replaeing witfl s�lected soils, tFie u�e of lime or cement treatm�n#, ar ihe use of
geosy�thetics may t�e requir�d befio�e �� �dequat� sui�ra�e e�n be achieve�l.
' 3.3 P�CI�l� D� f�iA��F�IA�
A. Ernbankment rn�te�i�ls shall be pl�c�d an a�ro��ely r��paped subgrade �s
recomrn�fl�etl ��eve. The c�m�ir��d exca�ati��, pl�cing �nd s��adin�
op���tio� shal� b� don� i� �ucFi a manner to obtain k�len�ing ef �aterial, and to
pror�ide fi��t the �n�t�ri�ls, wfi�n campact�d i� tFie ��ba�Euneni, r�aill Have #F��
most p���fii�bl� degr�e o# co�n��ction a�d sta�ility. iU��tB�i�jS �XG�V�t�L� fPArl'f
cut s�eti�ns and fl�uied t� construct fill� �ust be mixe�l a�� ��at s�gr�gat�d.
�ands �r�d el�yey sa�ds shall i�� �I�nded witF� ��ndy cl�ys ar�d elays, ��the� th�n
Fiadi�g fi�s of nonoeoFiesive s�ndy mate�i�ls.
�. If the su�ac� o� t�� embankment is 40o smooth ��� t��rd to bor�d �roperly with a
�u��ding layer, tM� su�ace �F�aU b� roug�ened ar�d I����n�� by di�ci�g befa�
tfie sucr.��ding lay�� is �laeed.
�. W�i��e fiilf is to be placed ��� t� existin� fill, t�at iill shall i� r�m�ded #o
u�w��#here�, der�se r�tate�ial. �acFi lay�r shalt � L�e�cfl�� and disc�d as
adjaining li�s ��e placed. F�➢ater��l ��uling ��uip�nent shalk be s� r�ut�� o��� tF��
emi��n�rna�i �urFae� Qo dist�i�ut� the adde� e�mpacti�n af#o�d�d �y the r�liing
ec�uiprnent, and to p�e�e�t t�e gormatio� of ruts on tl�� �r�ba��trn�nt surFace.
�. ihe su��e� of 4Fi� �Il sh�l! �� ��ad�d to �r�i� fre�ly ��d maintaineci #FiPaugFi�ut
constr�u�tio�. During the c�umpi�g and ��re��i�� pr�ce�s, all ro�f� �nd de�ris
�r�� �I� rocks gre�t�e t�a� f�ur (4) ir�c�es in maximu�n dim��sio� shall be
removed �ro�r�n tNe �mba�kment �ateriaEs, Ida �oe�s sh��l be �ilorev�� vvithin th�
final 8 ine��s of subgrade.
C&� Oi 135�A10 02200 - 3
2002 � �arthwor�t
3.4 �ROCESSING AN� MOIS�U��-D�PlS1�Y CONT'�OL
A. �allowing the sp�eading and mixing of the soil or� the embankment, it shall be
p�ocessed i�y discing op pul�eri�ing throughou# its thickness to br�a�C up and
reduc� clod size, and provide adc�iiional blending of materials. �'�ocessing shal�
consist of at ieast fi�e passes of a fully penetrating ciisc pEo�v oP three passes of a
fully penetrating �oto-till pulveri�e. Additional �ass�s of th� processing
e�uipm�nt shall be p�rFarmed as n�cessary to accamplish breaoking up, reductian
of clod si��, a�d blending t�e fill. �ach successiv� pass of t�� processing
equipment s�all �e i� a direction per�endicular ta th� previous �ass, w�iere
warking space p�rmifs, ihe maximum recommended �oose lift thi�kness prior to
compaction is �ighi {�) inches. The mois#�r� cante�t o� the s�il shall b�
a�c�j�ast�d, if necessa�y, �y either aeration or the �dditian af w�te� t� ��ing t�ie
�rt�i�tu�e co�te�t wit�in th� recammended range. Vidat�r requir�d far sppirtkli�g to
bring th� �ll materi�l ta the proper maistur� �ontent sHall �e a��li�� e��nly
thr�ugh each layer.
�. A�y I�yer� which �ecame ���rtag�d by weatFie� c�n�itians shall f� reprocesse�
to meet r�comfner�ded requirem�nts. 'TF�e com�ac4ed surtace of a layer of �ill
s�all be li�htly I�osened by disc�ng b�fore the succ��ding layep is ��aced.
C. 1lVMe� the m�isture cont�nt �nd #he conditian ofi the iill layer are sati�factory,
e�m��ctio� shall �� per�orme� with a heavy tamping �oat rolle� wit� fully
pen�trating feet {fi�et l�r�g ��tou�h to �e�etr�te in#o the �revious �ifi) �it��� tqwe�
i�y � cr�vuler�typ� traic4�r or �he s�l€ �rop�lle� ty��. �Fi� t�m�ing foot ro�l�r shall
�v�sigh �o les� t��� 2,000 �aunds �e kir�ear foot of drtim widt�. Vibr�t�ry► t�rr��ir�g
roil�rs are re�rnmen��d f�r cc�mpacti�g s�ndi�� fll mat�ri�ls.
9. The innpl�c� ���sity �f th� �il) sFiali iae no less fiMan 95 percerrt of t�e rnaxi�rx�um
ci�r �1�nsifiy �s d�4�rmined by �4SiIVi �65�, St������ P�octor, �4 a moisture
��r�4��Y �e�ewee� o�timum an� ��rcer�tage points w�t �f �ptimu� moi�4u�e
contenfi for all io�r�pe��ability �a�fl �ill �ones {lih�r�, cores, etc.) and b�t�+eer� 2
�erc��t��e �oints b�low to � p�rcentag� point� ab��r� aptimum moisture cant�nt
f�� ����x�a��sid� ���F� fi11 �on�s an� g�n�ral ��rti� fill �one�: iF�� moistur�
c�nt�nt �r�d d���ity of a�l fill rr��te�ial ���II �� Yn�i�tain�� at tFie ��ecifi�d r�ng� t��
rnoi�ture �nd d�nsity. ihes� mflisture ran��s ��pr�sent tH� rn�xi�um I�mii�. It
i� �os�iEai� �nd�� s�me eir�c�mstances �r vvith same soils, th�t ��noee ����e�v
range, withi� tFi� �eerr�nen��� limits, will �� ��c��sar3r to con�isfi�ntly �chie�e
#M� re�mrnsnd�d d�n�ity. f� or�er t� help ����i�3� � Fiamgg�n��u� earth fill
�n���, ��nir�im�m �� eigFit �asse� �f th� 4amping faflt r�ll�r sH�ll t� pP�vi���,
� eve� if tH� �e�rr�rn���1� der��ify i� �cFiiev� v�+ith fewer pass�s.
�. r i�ld d��sity tesi� {ineluding moisture cente�t} sFiall � ta��e� �s �ach lift of �A
m�ot��ial is �I�ced. �► minimurn of on� �ield density t�st p�r lift for ��c� 2,�OD
��u��� feet of ��m���f�d are� is Pec�uire�l. ��� small or critical �r���, t��
frequer�cy of #€;�4i�g �rhal� be r�dueed to one tes4 per 9,000 squ��� f��t or less.
A minimum of i�wo der�sity te�ts shall be ta�en �n e�e� tif4, regae�l�ss of si��. �
�'Fi� e��thwerk oper�tions wi�l be g6s�rve� and tested on a c��ti�ui�g b�sis �y
C&� Q'9135�.010 02�OQ � 4
2Q4� ����woric
�-
an experienced g�otechnician warking in conjunctian with th� proj�ct
geotechnical �ngineer.
F. �ach lift shall be compacted, tested and approved befior� another lift is added.
ih¢ actual quality of the fifl, ,as compacted, shatl be the respansibi�ity of th�
COf�T�ACiQ�R and satisfactory resu�ts fram the tests shall not be con�ic�red as
a guarar�tee of tMe quaiity of t!� CON��ACiOR's filling aperations.
3.5 S7�U�iUR� �P�CK�I« P�RC��ii�NT Ah1D COMF�AC�IOh!
A. ih� L�ac�ill m�terial shall b� plac�d in maximum �ainch lif�s ��d c�mpaetec3 t� �
�1���ity rangin� �et�ve�n 95 and 100 p�rcent of maxirnum Standard �r�ctor
(ASiRA D898} d� density at a mt�isture ��tent �ahging from � pet���tage point�
b�lowr optimum to � pe�centage poir�ts �f�o�� optimum far tHe E���kfiil mateei�ls.
��utic�� shaA �e �x��cised not to ove�corfipact th� b�c�fill. F��ndaap��t�d
tarnp�rs or athe� iig�tw�ight com�acfo�s �r� rec�uired in #�� �-feot area �dj�c�n�
ia th� w�ll �� �t��r structur�. iVo��expar�sive �ar�h fill shsll be used gar struct�re
backfiN. ��� lift 4hickne�s shall b� reduced to 4 iNc�es for tF�o�e aPeas �vF�ere
h�r�d�cper�ted �o�p��tors are required. �T Fi� ��ckfifl surface �hap slope aw�y
frem the structu�� on a gradi�nt of 9.� fa 3 p�rc�nt, such that surtace wat�� does
n�t p�nd ��jac�nt t� the stru�ture within the b�ckfll �a��. iapsoi! a�d se�ding
sFi�ll �e ac�m�lisFied t� h�lp pr�vent dryit�g �r�� �r�c�ing ofi tMe bac�fill surtace.
i�e �Iope sFiall � maintained �� � 1.� �� 3 percent gradier�t �fi�r to�soii is
�lace�.
3.6 ����4Cb BRCiC�I�L
�4. �'����h b�ckfill f�� pi��fin�s or other uiiliti�� sH�ll be preperly pl�cc�d �nd
� com��cteci". i�o��xp�nsive e�r� fill sh�ll b� use� for trer�ch bacicfill. ��e�
�1r�oini�g �r�nul�r mat��i�l �h�ll �ot 6e used. `ihe r�ono�x�ansirr� soil �ackfil sl�all
b� �laced ir� a�r�xi�n�#e 4 fio 6 inch lo�s� li�s. The densi�y a�� rnaistur�
, ccrnter�4 sf��ll tse as r�c�mmended �ar non�expansive �II ifl $u��ction 3.�
�i��@5SIi1� �TIC� MOIStUi@�D��Sl�j/ �011tPOI, of this s�ec�cation, except ali non�
� exp�n�id� ia���ill abov� th� sp�i�g lin� �f th� pipes, in sectia�s �f th� trer�cFi
. u��.eer���t� p�dements, s��11 �� eompacted 4o a minimu�t of 1 �0 ��rc.��t af
rn�xEm�m dry d��sity (AS'TA,A�i �69�). !n �reas wh��e granul�r i�a�tf'il! is us��, it
s��11 b� r.�m��ct��, with � vibratorry eom�a�tor, to a minimum af 95 perc,e�t �f
maxirnu�n de��ity as d�te�i��� by A�TA+9 �4��3, �t ��naistc�re eon4e�t tFiat ►r�i�l
f�eiEitate r�mp��io�. A rninim�m og or�e f�ld �er�s�ty t�st sMa11 �e t���n ��r lif�
fa�° ea�h 950 lin��rge�t gfi.tr�ncFi, wit� � mi�imum of fiwo tes�s �� I�. Ir�
re���i��l �r�as wh�re c�mp��ti�� of norr�xpansive e�t�Fi iil( is ngt pr�ctic�l,
fta►��1� fill shaN be casec3.
�. 1Nh�r� le�n �o��x�te fill �r flowaE�l� fill i� us�d, e��l� lift o� sce�tii�r� sF�ali �e
�� allowe�l ta r��ch initial �et as �equir�d to pr�di�� tFi� i�f��ded s��po�t, �ri@r to
th� �ext lift or se�4i�n bei�g pfac��. �he lea[� ���crete fill or flowable fill will not
� � �equir� eorr��acii��. .
�
C�� 0193��.�70 p?�Op _ �
� ��� Larthwnr�t
��
3.! EARib �I�� AIV� �'�OWR�L� �ILL flAA��RIALS
A. The fallowing information is provided ta defn€ the requireme�ts for the ��ri�us
�arth f II and �iovuable fill materials for construction o# the p�ojec#:
�. N�N�EX�ANSl1l� �ARib �t��: The non-�xpansive earth fill shall consist of sail
mat�rials with a liquid limit of 35 or less, a plasticity index between � an�1 ti0, a
minimum of 35 p�rcent passing t�e iVa. 200 siev�, a minimum of 8� percent
passing th� No. 4 si�r�e, and which �re free of org�nics or otf��r delet�rious
mat�ri�ls.� 1Nhen compacted t� the Yecommended moistur� and d�nsity, the
mat�rial s�iall h��� a maxirnum f�e� swell r��lue oi O.g p�:rc�r�t under ��na�mum
s��tir�g p�essu�e o€ 2 psi ��d a maximum hydraulic canc�uctidity (�epme�bility} af
9��05 c�n/s�c, �s det�rmined by la�b�ratary t��ting �� r�r�olded specim��s of th�
�ct�al m�teri�ls ��oposet� fo� the ��n�exp��si�e earth fill.
C. L�11V����A���1LI"iY �+RTb f�IL�: ihe low�perm�a�ility e��t� fill sh�ll co�tsist
of s�i! mat�rials classif�d as �Fi or CL in accordanc� w�th f4Sii1� ��4�7,
��4S�l�I�ATl9i� �� S�ILS ��� �FdGIId��f�liVC pURP05�5. Yhe mate�ials
als� si��l1 �ad� � mi�imuen iiquid limit of 35, a minimum plasticity, i�dex of 1�, a
mi�imum o� 85 p�rc�nt p�ssing the No. 4 siov�, and shall � i�ee af organics or
other d�let�ri�us mate�ial�. �'�� m�t��i�l sh�ll �a�� a Percent 9is�er�ion c�f less
tFia� 20 w�en t�st�d in acc�rdanc� with ASiI�A �4��1, S�AN�A�� i��Y
fU��ibO� �OR �ISP�RSIV� �HA�C���IS�ICS OF CL"AY SOl�, BY ��U���
HY�ROiN��R. W��� com��cted to tli� r�commend�d m�istu�� �r�ci d���ity,
ih� m�t��i�l ���ll har�e a maximum hydra�ulic cenc�uet�e+ity vf 1��Qi cm/��c, a�
�1ete�ni�t��i by la����tory 4�sti�g �# ��nold�d sp�cimer�s of th� �ctual rn�ter��ols
�ropased fc�r the I�w�p�rme��ility fill.
�. C��Fd��►L �AR f H�ILL: ��� g���r�l ��rtfl flll shall r.�nsi�t og ahy sail m�4enals
� wrMich h�ve a minirr��m plasticiiy index �f �, a minimurn �f 2a perc��t p�s�i�g the
i�o. �OD sie�+e, � mir�imum �f �a pe�ce�t p�s�i�� t�i� N�. 4 si��+�, an� w►hich ar�
f�� of a��nie� o� �4�er �el�terious materi�l.
�. r�016i11A��'� �Il��: �lowa�l� �ill s��ll co��i�t �� � I�w�c�ment eont�nt x�ac�y�rnix
rna#��i�l witfi Fiig� fl�� ����er�i�s. Th� rnix sh��l �n�i�t of appr�xi�n�f�l� a�e
p�r� ��ril�r�d �rrn�nt ia� tt�ree p�rt� fl���si�, L�� vv�i�Fit witi� �uffieient am�unts of
�ggr�g�t�, high �ir gener�t�r or�fieaming� a��r�4, ��d uv�t�r t� prod�ce ���day
c�m�r�e�id� st�r��tFi i� ir�� ���g� �f' 2� t� 2�� psi. ih� �i�►n��L�l� �ill ���II �ad� �
r��xi�urm �y��uli� e,��duetidity af '� ���� �ml��c ���e �u�i�� #or sev�r� (7)
day�. ihe �n�t�ri�l sh�ll F�av� �r� ir�itial s�f tim� (�,+��I�able surtace} of��4 ho�r� �s
less. �e fl�wa�l� �il� sHall �rgdi�� full �upp�rt t� pip�lin�, a�lj�ceht e�r�� w�alls,
str�act���s, or oth�� suc� f�cilities, �ft�r initi�l set, bufi �H�ll �� �f �(ow ���e�gM
compr�ssiv� str�ngth �ft�r r��ching �in�[ �tr�n�t� f� allo►s� fui��� excadation rRrith
�r�in�ry small ex�d�tier� �ui�rn�t�t.
F. �'Fie �Oi���ACiO� ���il b� r+e�uir�d #o submit �n ���a���ri�ot� �ix desig� �long
vvitfl I���r�t�ry t�st results on th� fl�wabl� f It pri�� t� �gi��i�g worh an tMis it�m.
C&� �113��.Q10 0��00 � 6
2oa2 �ar�Hwor�c
G. SOLIC� ROCK: ln arder for any roc� material ta be cons9dered as solid rack, it
sha�l meet a11 of the fallowing criteria:
'{. 'The rock shall be massiv� and in a continuous lay�r at least � feet thick.
2. ihe roc� s�all hav� an unconfined compressive stre�gth g�eate� than �0
ksf.
3. �he rock shall not b� able to i�e ripped firom a starter trench in an open
cut excavation with a�-9 Caterpillar (or ec�uivalent) bull da�er with a
single fioo#h ripper, or in a trench exca�atian with a 235G Caterpillar {o�
e�uiv�lent} teac� I�oe excavator equipped witi� a nominaol 30-inc� wide
e�re�e service trenching �uck�t with iront and �e�� mour�te� pack �i��aer
t��th.
Boulders ��� �ob�l��, wh�#her in densely sp�ced 1ay�r� or �cca�io�al
oceu�e�c�, sha11 not be �lassifi�d as solid r�ck, r�g�rdless vf the �ard�ess ofi
t�e i��ividual �ould�rs or ea��l�s.
3.�
H. COi1flP�IRldC� ��SiIiVG: R�presentative sarr�pies of the actual soil m�terials
�ropoged fo� u�� in �h� vari�us ear�h f II �a�es ���11 be initially tested for
�om�liance with the recommendations by the project gefltech�ica) �ngine€�, prior
to use �f the mate�ial� as �II. The testing pro�rar�n s���l c��tinu�: through
� con�truc°�ior� �s ��e��� io �erify that tFie ea�h fip ma#€rials being plac�d
co�ti�ue to r�neet the recommended �equir�m�nts.
�4�3Yb �I�� �ON�
A. iab1� '9 spe�ifies �or the v�rious e�rth fifl zor�e�.
iA�L� � � �A�i�li �I�� ��N��
IT�14A �OW� �4��Fi �1�.l� RA�►i��l�o�
�
��nb�nkm�nt Fiil for structures, '�o�a 10 �e�t
p��+�ments �r�d flatwo� .
�mb�r���ent �ilt �or str�ctures, �elo►ns � Q �eet
p�vem�nt an� flatuvark '
Strucfiure �ackfill
AII
` TrencFi �acki`il1 b�he�tF� p�esent or
� � futu�� �t�uctu�e�, p�v�m�nts an�
� fl�twork
�Tr�nch �ackiil[ mo�e tFiar� � fie�4
gut�ie�e t�e li�nit� of ���s�nt or futur�
� s4rue4ur�s, pade�ents an� fil�fin►erk
Y'��ch �ackfill m�r� than a feet
outs�d� the limits of p���er�t �e futu��
sir�ctUr��, ��veme�ts ��d flaiwerk �
All (exclusive �f le�n
c�r�c�et� of flowa�le fill
�@ri��)
Ta '� foat a�or�� top �f �i�
(�xclus�ra� of I��� cor�cr�t�
��fl�w�ble�fill aones}
Fro� 1 foot aobove top o#
pip� �d upv�ap�
�eneral �mbank�rr»nts more than 5 Ali
feet outside th� limits of �Yese�t a�d
fut�re stnactures, pa�emer�ts a��
C&� D113��.01p Q2200 � 7
�002
Ron-�x�a�sive
�ener�l
hE����xpa�side
i�Afl-�X��flSIV�
iV���Expan�iv�
G�����I
G��e��l
�ar�hwork
L�
iA�L� 9 0 ��R�H �'I�� ��N��
li�f� �OR�� ��►RiFi V�iL.L IVYA7��ilA�
flatwork -- - - - -
��n�:ral Site �rading wh�re no s�opes iap 1�oat � General
or deep �ills are involved
Ge�eral Site Grading where na s�opes �elow 1 Faot Common
a� de�p filis �re involv�d
S�epag� plugs around pip�s, and RII �ow�F'ermeability
lin�rs/l�arriers
�. 8ther sp@cific �@commer�da#ior�s for earth fill mater��ls and for aggregate fill
mat�rials are also �r�sented in othe� sec�ions of these �pecificatio�s.
3.9 RCC���A�C� 8� IIV���Ri�� ��LL
,�►. Rny soil import�d from o�f�site saurces shall be tested for campliance with the
�eeomm��da�i��s fo� the particular appiication and approded by the proj�c4
geotech�ical �ngin�er prior to the materials bein�g usec�. ihe OW{V�R wi�l also
�equire tFi� C�Pl��AC�OR ta abtain a w�itten, notari��d cer�ificatian irom the
landa�n�� o� e�cFi p�'opos�d ofF site soil borrow sflurc� stating that ta t�� best of
th� lando►�me�s kn�v�rledg� and F�elief t�ieee Nas n�ver be�n �ontamination of the
�o�ow s�uee� �ite va.+ith hazavt��tis oe toxie materials. ihe c��ifc�tien shall �
fumished to the �!N[V�R prior to prace�di�g to fumish soils to #he site. ih�
COFdT�R��'O� �Fi�ll be ��q�ai�ed t� �ra�ide th� �e�ices of �n �PA appe��e�1
labar�to�► to �er��rn, as a minimum, � t�xic contaminant scan of com�n�it� s�il
samales represer�fiativ� afi �acFi sep�rrr�ate �eo�osed borrowr sou�ce, ir� accerd�n�e
�it�i �P�► �a�otocol 4or th� li�t o� cont�minarrtg cor�t�ined ie� #Fie 40 C�R, ��r� 26� ,
Appefldix VII I, by �PA methods 5lfr1�846, prier to impartin� th� soil borrow. .Any
potential of� site borrow on whic� the test �esults indicate #he prese�ce af
ca�t�mi�ants �bo�e b�ckgr�u�d I�r►els shall be rej�c#�d. Soil materials �rid�d
firom th� excada4ian of und�rgro�nd p�tral�um stor�ge tanics sFi��l hot �e used as
f II �n tFiis projecfi.
3.10 . E�CCAVAiION
A, ��mp���ry ste��s �fi ��Fio���t�� t� 9�vertic�! a�d fl�t��r �h�ll b� t��e� f�r t�i�
sit�. I� al� cas��, t�� r��uir�m�nts of the Oc��pati�nal ��fety �nd b�altl�
Administrafiion (�Si�AA) mu�t �� �oltowr�ci. f he ��f���A��'�� sFiall mv�ito� tN�
slope �tability by �b��rvati�� ��d �n��su��rr���, a�d 4� ��event �xe�s�id� lo���
(�specially Fi�avy vi�ratory loads) frflm being a�p�lied to the slape. ih�
CO[ViF�A�'COR sh�ll b� responsibte fi�rr �nai�#���ing tFi� �lo�e� ir� a saf�
cc��diti�n during constructi�n ar�d the us� af slo�e stability monit��i�g �qui����t
shall �e e�sed.
C�� Q1135�.010
�00�
022�Q o 8
�artF�wor�c
�
�. `�he side slopes of excavations through the overburden so�ls shall be made in
such a manne� to provide for their sta�ility during construction. Str�ctures,
pipelines or other facilities which ar� construcied prior ta or during the eurrently
proposed cor�struction and which require exca�ration, shall be protected from loss
of end bearing or late��l support.
G. �'empor�ry constructian slopes andlor �ermanent em�an�Cment slopes shall be
p�otected from sur#ace runoff wa#er. 5ite grading shall be designed to allaw
drainage at pl�nned ar�as wh��-e e�`osior� �rot�ction is pro�icied, instead of
�Ifowing surFace wa#er to flow down unpratect�d slopes.
�. ��$inage: During excav�tian, mai�tai� g�ades f�r com�let� drai�age. Install
tempora�r d��ins or c�r�inage ditches as n�ed�d t� intercept or di��r� sut�ace
water �nd pre��nt i�terferenc� or d�lay th� ►nsork. f he �um�i�g of water si�a11 be
included in th� �id item�. i�o sepae�te paym�nt will I� ma�1� for �rainage contro!
�r�d pumping.
E. ihe �O{���AGiQFt s�iall co�nply with all a��licable saf�ty regulations
conc�er�i�� tr�nch saf�#y and exca�ations, incle�ding, but not limited to ��HA
��gul�tions.
3.11 ��1IV�4i��IMC ��' �XC.AVAiIOiVS _
P►. �rounci water may �e �n�aunter�ed wit�i� the excadatians. TH� CQNTFtA�TO�
shall be respe�sible for se�ecting and pr�vidin� appropriate �xca�ation
dewratering systems fior use t�u�in� cgnstruction.
�. �f�e d�wateri�g met�od sel�ct�d sha11 �e capabl� of Igwering and continugu�ly
maintaining the ground water surfiac� a minimum of 3 feet i�elaw the E�ase ef �II
ex�vations fhrou�hout t�e const�uction ��io�. The CQPIT�ACi�R shall be
r�quired to prov�de adequate �ersonn�l and eqUipment to op�r�t� and rnain#ai�
tfi� devorate�ing system on � 24�hou� i�asis, as re�ui��d.
3.12 �OIL �QI�RO�IOIV AN� R�CTIOP3 POi�NTIA�
,4. �Fie clays �t this site m�y �e �or�osive. 5tanda�d ea��truetion practices for
protecting metal pipe �nd simElar faciliti�s i� contact with the�e soils sNali b�
used.
3.'�3 ���510i� Ah1D SEDIfllfENi CON'fFt��
A. Ail disturbe� areas shall �e �rotected from erosioh and �edi�n��tation dt��i��
co�str�ction, and ali p��manen# sEo�s and oti�ep �r�as subject to �ro�io� or
sedimentation sh�lf be prodided v+rith perman�nt �rosi�n and s�dime�t c�r�tr�l
faciliiies. All applicabl� ordir�anc�s and codes re�a��i�g erosian ��ci se�irr�ent
control sHall be �olla�n►ed.
�IV� 8� SECilA1V
C&R 0'� 135�.010 a22oD � g
�00� �arthwork
!
�.�
�:
S�CTION 02Z91
SITE GRADING
PP►RT 1 - (�ENERAL
1.1 SCO�� OF WORK
General excavation and fi11 aperations, rough grading and cc�ntovring of site, and
dra�nage ditch�s.
1.2 QUALfYY ASSl1RRfVC� �
A. Test materiai to be used �s compacted fill, wh�ther exca�at�d on�site or
imparted as affsite barrow, for compli�nce with ti�e requir�ments of Sectian
0220D - �arthwor}�c, prior to placement.
' 1.3 PRODUCT D��IV��Y, Si�RAC� AN� HAND�ING
A. Sioc�tpile �xcavatea materials andlar borrow in designated areas or in areas as
� appraved by th� OWN�R or ENGLNEER.
B. LigF�tly compact and slop� top af stockpiles to prevent excessir►e �rosion ar�d
, ponding o� wa#�r.
' 1.4 WORF{ A�F�CTINC �X1S�'ING FACI�ITI�S �
A. Utilities:
• 1. Protect abave or below grade utilities whic� are to remain.
� 2. Do not take existing utilities aut of service without specific authorization by
' � the OWN�Ft.
'� .6 �ROiECTION
A. Und�rpin adjacent structures which may be damaged by excavation work,
incl�ding service lines and pip� chases.
B. Protect I�ottom of excavations and sail around and beneath foundations from
f�ost and fr�e��ng.
C. Grade around exca�atians to preven# surface water runoff into exca�ated areas.
D. Grade area around structures to drain away from the struc#ure and coordinate
with existing grading.
E. Repair damag�, promptly, at no cost to OWN��.
i .
C&B �1135801a 02211 -1
zoaz Site Grading
�
PART 2 - PRODUCTS
2.'! MATERIALS
A. Nor�-Expansive �arth Fill as defined by Section 022�0 - Earthwork.
Use material exca�ated on-site or borraw from an outside source approved by
the OWN�R.
B, Low Perm�ability �arth Fill as d�fined by Section 02200 -�arthwor�C.
Use materiaf excavated on-site or borraw material fram an outside source as
appraved by the EN��N��R.
C. General �arth F�ill as defined by 5ection 02200 ��arthwork.
Use mat�ria! e�xcavated on-site ar borraw material from an outsid� source as
appraWecf hy the �i�GiN��R,.
�. �lowable Fil! as defined by S�ction Q��00 � Earthwork.
�. Unclassified Mat�rial:
RII mat�ria! excavated from site not meeting th� requirements for topso�l, or �il
material.
PAR� 3 � kXECUiION
3.'! P��PRRATION AN� LAYOUl'
A. Establish extent of sike grading area and elevatior�; d�signate a�d identify datum
ele�ation.
�. 5et required fines and levels.
C. f�aintain bencH m�rks, mon��r►ents and ot�ee reference points.
3.� UTI�IiI�S '
A. Knowrr underg�aun� utilities are indicated on the DPawings.
�. �efore starting excavatian, �stablish location and ext�nt of unde�ground utili�ies
occurring in wark area.
C. Not�fy the O1nIN�R for direction for r�moval andlor r�locatian of�fine� whicH are in
th� way of exc�vation.
� D. Maintain, re-route or extend as required, existing utility lines to remain which
pass ti�rough wark area with the approvaE af the �WN�R.
�. Support and protect utility services uncovered by excavation.
�. Accurately lacate and record abandaned and active lines re�rout�d ar extenc�ed,
or� Project Ftecord �rawings.
C&B Oi 1358010 02211 - 2
2002 Site Grading
.�
B'
G. As excavation approach�s utilities, hand excavate to uncover utilities.
3.3 EXCAVATION
_ A. Befor� starting excavation, clear wor� area in accardance with 5ectians 021fl0
and D22Q0.
�. Excavate in accordar�ce with lines and levels requ�red for canstruction of the
Wark.
C. When excavation is through paved areas, cut pav�ment io pro�ide a square,
unifarm edge with minimum disturbance o# remaining pavement and replac� in
accordance with Sect�on 02514.
D. Machine slope banks.
�. Hand trim excavatior�s and l�ave free from loos� ar organic matter.
F. Provide and maintain sur�ace and groun�water coniro! until backfilling is
� complet�. Keep excavations free from standing water.
` G. Do additionai excavation oniy by wriften authori�ation of OWNER or ENGIN���.
�
H. Correct ur�authorized excavation as direetsd, at no cast to �WN�R.
I. �xcavation is not #o interfere with normai 4� d�gree bearing splay oi any
foundatian.
J. Stockpile �xca�ated material in areas designated by OWN�R according to
. classifications gi��n und�r materials por�ion af this s�ction.
-� ,
F�. �o nat disturb saif within branch spread of �xisting trees ar shrubs that are to
� r�main.
3.4 COM�ACT�� �i��
A. Preparation for i�ill Placement:
' 1. Do nat star� bac�filling operatians until s#ructures ha�e been insp�cted and
.. back�liing authori�ed by �NGIN��F�. �ack�ll against structures in
accordance w�th Section 02�00 and 0����.
� - 2. Ensure areas tn be flled are fr�e from debris, snr�w, ice and water, and that
ground surfac�s ace not in a fro�en condition.
3. Do not place fill over existing subgrade su�faces which are porous, wet or
� , ��ongy,
4. Compact existing subgrad� surtace if densities ar� not �qual to that required
� for materials.
-. , 5. Cut out soft areas of existing subgrade. �ackfill wi#h Earth Fili material ar�d
compact to required densiiy as specified in Section a2200 - Earthwork.
6. �lace compact�d fill to gradas, contaurs, levels and elevations shvwn on
, Drawings.
C8�B 01135841 d 02211 - 3
2002 Site Grading
��
B, Material Placement:
1. General Placement Requirements:
a. Place fill systematically and as early as Pas�ibl� to allaw maximum
tirne far r�atural settleme�t and compaction.
b. Place and compact tr�nch �acEtfill in continuaus layers not exceeding
six �6) inches loos� depth. Lift thickness shall he reduced to four (4)
inch�s for those areas where hand-operated compactors are required.
Piac� Structural �ackfill and �mbankment Backfil! in �ontinuous layers
nat exce�ding eight {8} inches loose depth. lJse a met�od so as nat ta
disturb ar damage completed wark cansiructed in the excavations.
c. ii�laintain optimum moistur� content of fill materiats to attain required
compaction density. -
2. Nan-�xpansive ��rth �ifl
a. Use for top 10 fe�t embankm�nt �ill for structures, pavements and
flatwork.
b. Use far all trench bacf4fill, �xclusive af concrete or �owable fill, beneath
pres�nt or future stP�ctures, pavements and flatwark_
c. Use to 'f foat above top of pipe for trench backfill more than five (�) fe�t
o�tside Eim�ts of present or futu�e structures, pavements and flat work.
3. General Earth �i11:
a. Use for depths below 10 feet �or embankment fill for structures,
pav�ment and flatwork.
b. Use Fram 1 foot above top af pip� and upward for t�ench bac�fill mare
than � feet outside the limits of present or future structures, pavem�nts
and flatwor�.
c. Use far all general embankments mor� than five (5) fe�t outside fimits
a� pres�nt ar futur� struckures, pav�ments and flatwork.
d. Use for L,evee sh�lls.
4. �ow-�'ermeabiiity �arth �ill
1. Alllsvees.
v. Topsoil:
a. Use within limits of seeded ar�as aft�r suk�stantia! campletion of
ca�structi4n and siie fill h�s been pEac�d.
h. ih� CONiRACiO� shall notify OWN�� twenty-faur (24) hours prior to
placement of topsoiL
8. Unclassiiied m�terial:
a. pispase exc�ss �I� as directed by the 4WN�R.
C. Campaction:
1. Compact �II materials listed below #o eequire� perc�ntag�s of maximum drry _,
density �s d�t�rmin�d by ASiM D69�.
a. Compact fil� under structures and roads to a minimum density of 95%
of maximum Stand�rd �roctor at a moisture content ranging from �%
bekow o�atimum to �% �bov� optimum. _
b. Compact fionagxpansiv� trench backfiil abo�� the springline of the
pipes to a minimum of 100% nf maximum dry density.
c. Compact trench backfill to a minimum density of 9�°/a maximum
Standard Proctor.
d. Compact g�a�ular backfill to a minimum of 9�% of maximum density.
C8�B 01 � 358010 02211 - 4
2002 Sit� Grad9ng
�� .
• e. Compact embankment backfill to a minimum density of 95°!o maxirn�m
Standard Proctor.
f. Minimum frequency of densi�y tests:
(1) Trenct� �ackfill - o�� test per !ift far each 15D LF of trench.
(2) Struct�ral �acl�fll - ane test per �ift for each 3,Ofl0 S�.
(3} �mbankment �ackfill - one test per lift far each 3,000 SF.
{4) �mbankment BackfiH (fo� smal{ critical areas) - one test per lift for
each 1,000 SF.
3.5 TOL��►NCEs
A. Site grading to conform to Plans within the following tolerances:
1. �rainage ditches: a.1 D feet.
2. �xcav�tions: 0.10 feet.
3. Compacted fitl: 0.10 feet.
3.fi SU�P�US MA��RIA�.
A. Dispos� of unclassi�ied ma#er�al, surplus iill materials and excesS tapsoil as
direct�d by the OWiVFR.
B. Leave st�ckpile areas and entire jobsite clean and ra�C�d, r�ady to recei�e
se�ding.
�ND O�' S�CiI�N
� .�
`�
e&a o� � 3�so�o D2211 - 5
zoo2
Site Gra�fing
�r .
SECTION 02�22
_ STRUCYURAL �KCAVAiING, BACKFILl�WG AND COMPACTING
F'A�i 9 � �ENERA�
'�.1 SCOP� O� WORK
A. �xca�ation, bac�Cfill and compaction around siructures.
�. Site exca�ation and bacl��illing.
C. Excavation sup�ort systems.
Q. �ill for over-exca�ati�n.
�. Craundwater and surtaoe waier cont�ol.
�. �xcavation for pavi�g and �andseaping.
1.� R��Ai�b S�CTIONS
�. seciior� oz2oo — Earthwarl�
1.3 �f�����NC�S
A. Referenced Standards:
1. ASTM D698 � Moisiure �ensify Relatianshi� n# Soils using a�.51b
� hammer and a 12�inch dYap.
�. ANSVASTM C� 3fi p Method #or Sieve Analysis pf �ine and Coarse
Aggregates.
3. ' ANS[IASiM p1 �� � iest Method for �ensity of Soil in Place by the
Sand�Cone Method.
1.4 QUALI�Y RSSU�ANC�
A. iest material to be used as compacted fili, whether excavated onsite or impor#ed
as offsite bor�ow, for compliance with the requirements of Section p2200 prio� to
placement. -
g
C&� �91358.010 Oa�22 � 1
200� S#ructura! �xcavating, �ac�filling And Compacting
PAI�i 2 - PROAUC�'S
�.1 MAiERIALS
A. �xcavatian Support System: CON�RAC�OR's op#ian, suited far p�rpose. �
�. �ill Materials: Specifcation Section 02200.
P/�RY 3 � �X�CUTION
3.1 PR�PAI�A�ION AMD LAYOUi
R. �stablish extent of structura� excavatian by area and ele�ation; designate and
identify datum el�rration.
�, Set required lines and �evels.
C. Maintain beneh marks and other reference points.
3.2 PROiECiION
A. �ro#ect, support andlar reroute existing utilities.
�. �rotect adjacent work fram damage by excavation and backfilling operations.
C. Protect adjacent structures from ur�de�mining.
�. Support sides o� excavations ta pre�en# soils movement which may diminish the
excava#ion wid#� belaw width required fo� wortcing.
�. Support sides of excavation which interFere witn normal 4� degree bearing s�lay
of any foundatian.
3.3 �XCRVA�I4N �U��ORi SYSi�MS
�
A. �esign, instaliation and maintenance of temporary exca�ation suppart systems is
the �esponsibiliij+ af the CONTRACiOR. Provide suppart systems at no
a�ditional �xpense to �WN�R. , ;
�. �esign and canstn�ct exca�ation support systems in acco�dance with OSbA
5tar�dards and interpretations.
3.4 G�4UNDWAT�R AN� SU��AC� WA��� COI��iO�
A. GON�'�AC�O� is respansibl� for designing, providing and maintaining a system
far cantrol of groundwater.
C&� 011358.010 02��� - �
20a2 5truct�ral �xcavating, Backf�l�ing Artd Compacting
.�
tlii
B. Lowering groundwater by pumping from apen sumps within foundatian limits is
not permitted.
C. Provide adequate swales, dams, ditches and grad�s to prevent surtace water
from flowing into excavation.
�. Maintain water cantrol until structure is complete and backfill is brought to final
grade unless otherwise directed by OWN�R ar �NGIN�ER.
�. Croundwater or water from other sources may be present in excavatians
rega�-d4ess of whether showr� or� boring lags.
3.5 �XCAVAiION
A. �xcavate to lines and grades shown on the �r�awir�gs. �xcavations shall b�
either �raced or stored or laid bac� to a slape no steeper than two hor�zontal to
on� �ertica;L
�. WF�en �xcavation is essentialfy complete, verify depths and dimensions as weil
as soil classification and bearing capacity. �
`� C. �erform additional excavation only as appraved by OWNi�R.
D. CoRect unauthorized excavation as directed at r�o cost #o OWN�R.
�. �ill o�er exca�ated areas under stru�ture bearing surfaces with concrete or
compacted sand fill as required by the OWNER or �NGCN��R.
- F. �xcavate to within 1 foot of final grade, making final excavatiQn immediately prior
�� � to placement of formwork and reinforcing steel. �imit area of final excavation to
. ti�at which is being pr�pared for cor�crete placement. Limit exposure of final
; excavated surface to �4 hours. If exca�ated surface is exposed longer than 24
� hours ar is damaged du� to weather canditions, CON�I�ACTO� shafl excavate
four inches and pro�ide a concrete s�a1 slab. Keep excavations fr�e of standing
'' water until concrete and backfill opera#ions are complete.
G. Seai slabs shall be used where called for on the ��awings or as spec�fed in
paragraph � abave.
3.6 �ACKFI��ING
A. Verify fiEl materials to be reused are acceptabfe.
�. Verify foundation perimeter drainage installation has �een inspected.
�! � C. Verify ur�derground tanks are anchored to their �wn foundatio� to avoid floatation
�fter backfilling.
,
C&� 01135�.010 fl2222 � 3
� ' 2002 5tructural �xcavating, �ackftlling And Campacting
�,
L
D. BackfiA materials shall be as sp�cified in Section D2200.
E. �ac�filk around structures as soon as passible after approva� by the OWNER or
�N(aIN���.
F. Systematica[ly backfil! ta allow maximum time far natural settlement. Do not
l�ac�Cfill �ver porous, wet, frozen or spongy subgrade surtaces.
G. Maintain moisture c�nt�nt of backfill materials as specified in Section 0�2a0.
b. �o not bac�fill against walls until cor�crete has been in place at leas# seven days.
L Do not bacf�fiil against unsupported foundatic�n rvalls or partially campleted
structures until after main floor slabs hav� beer� in place at least seven days and
placement is appro�ed by the OWNER or �NGIN�'��.
J. �ackfilE simultaneously on each side of faundation walls and other str�uctures ia
equali�e so91 �ressures. Pro�ide temporary bracing as required.
�t. i'ake special q�e to pre�ent wedging action against stnscture. �eneh or ser�ate
sl�pes bounding exca�ation.
L. Make grade chang�s gradual. �lend skape into le�el areas.
M. Surplus backfill materials shall be removed from site and dispased of in
accordance with all applicable regulations.
N. �olera�ce fo� �op Surtace o# �ackfiliing: �I�s or min�s 0.'i foot from required
�levations. Regardless of talerances, grading shall be per�armed ir� such a
manner as to pre�ent ponding of water on compacted surfaces.
3.7 C�M�ACYIQN
A. Remo�e sho�ing and shee#ing unless othe�nris� approved by the �N(�IiV���.
�he cas# of abar�doned shoring and sheeting is to be bar�e by the
CONiRACTOR.
B. Compact fiil mat�rials in accor�dance with Section 02�00.
C. �emo�e and replace improperly compacted bac�Cfilf mat�rial at no cost io
OWN�R.
3.� �I��� QUAtITY GONiRO�.
A. Field i�spection and testing will be performed under provisions of the Ceneral
Conditions.
C&� 0113�8.010 Q2��� - 4
2pp2 Structurai �xcavating, �ackfilling And Compact�ng
,
i�' -
�
�
_�
'�I
�_
B. Tests and analysis of fiil material will be pertormed in accordance with
AN511ASTM and with the General Conditions.
G. Compaction testing will be pertormed in accordance with ANSIIASTM D69� and
with the General Conditions.
D. If tests indicate War�c does not meet specified requirements, remove Work,
�replace and retest at no cost to OWN�R.
E. Frequency of `�ests:
1. �ens�ty and moisture testing shall be in accordance with Section O��Ufl.
F. �roaf roA compacted fill surtaces under struciures and paving as sp�ci�ed in
Section 02�00.
3.9 �'�O��CiION OF FINISb�Q WORK
A. Protect finished Work u�der provisiv�s o# General Conditions.
B. Recompact fiils subjected to �ehicular tra�c.
3.70 C�.�AN U�
A. Remo�e �urplus fi#I materials to onsite spoil areas as directed by the OWN�R or
�NGIN�ER.
�N� O� S�C�ION
C&B 0'� 1358.0'I D 02222 - 5
200� St:uctural �xcavating, �act�filling And Compacting
I l
�'�
IJ
SECTiON 02223
TRENCHING, BACKFILLING AND COMPACTWG
- PA�Y 1 G�N�RAL.
1.'i WOFtK INCLU��D
A. ir�nching for buri�d piping systems as wefl as subsequent embedment, backfill
and campaction operatians, necessary ta install the pipe as specified.
1.2 QUA�I`f Y ASSUR�►NCE
.. A. Referanc�d Standards: '
1. AS�M � fi98 Moisture ��nsity �elationship of Soils using a 5.� lb.
Hammer and a 92�inch drop.
2. ASTM C 131: resistance to �egradation af small si�es and coars�
aggr�gates by abrasian and impact in t�e �os Angeles Machine.
1.3 P�O��C�101�!
' A. Protect trees, shrubs and lawn areas to receive planting, and other features
, r�maining as part of fina[ landscaping.
� �. �rotect ��r�ch marks, existing structur�s, raads, SIdBW�liLS, paving and curb�
against damage from v�hicular or foat traffic. Install and maintain bridgir�g,
planking and cants to ppo�ide access to Work.
C. F'rotect excavations by sharing, bracing, sheet piling, underpinning, or by ather
methods, as required to pre�ent cave-ins or laase dirt from ial�ing into
excav�tions.
p. Underpin ar oth�rwise suppor� adjacent struct�r�s which may be damaged by
excavation wor�. �his includes service lines and pipe chases.
E. Notify the �WN�R of unexpected subsu�rac� conditions.
�. Wh�re damage cou4d result from continuing work, discontinue work in area until
OWN�� or �NGIN��� notifies the CONYF�+CiOR of the required
modifications.
G. Protect bottom af exca�atiQns and soil around and beneath foundations #rom
frast and fre��ing.
F�. Grade around trenches to pr�vent surFace water r�noff into exca�at�d areas.
-; �, I. �rot�ct above or below grade utiiities incjuding laieral lines, sprinkler system
lines, and all other lines which are to remain. The cost of re�lacing damaged �
� lines is to be bom� by th� CONiRACTOR.
.�
C&� 011358.010.1.Q001 02223 -1
20Q2 Trenching, gack�iiling and ComPacting
��
�
�ART 2 PRODUCTS
'{.1 B�D AND FlLL MAT�RIALS
A, Crushed 5ton�:
1. Crus�ed stane embedment shall cansist of saund, durable stone ma#erial
graded betwe�n the prescribed limits:
Sieve Size Percent Re#ained
z„ �
1�112" fl to 5
3!4" 30 to 65 _ -..
3/�" 7Q to 9Q
No. 4 9� to 100
z.
3.
Crushed sto�e shal� not contain rnore than one percent {1 %} by weight of
organic matter, loam, or clays, or more than �ve percent (�%) by weight
af any one or combination of slat�, shale, schist or soft particles of
san�stone. �
ihe percent af wear shall not �xceed far�y percent (4Q%) wnen tested in
aceardance with ASTIVi C 13'i.
�. TXl #10 Chat:
Granular b�dding for flexible pip� shalf be iXl #1 D chat with the folCawing
gradation:
Siev� Si�e
112
31�
1/4
No. 4
Plo. '� 0
N4. ZO
Percent Ft�tair��d
0
�ta3 _
31
6�
9�
99
C. Grar►el: Gra��l shall consist af washed ar scr��nec3 gravel, 114-i�cFi in si�e, p�a
grav�l fhat is ��tain�d on 'i18 mesh but passes the �1� m�sh, ar simila� si�ed
crush�d roci� or slag, free of �in�s.
D. Sa�d: Natural river of bank sand washed, free of silt, clay, laam, friable or
solut�le mate�iaEs, ar organic matt�r; graded in accordance with
RNSIfASTAII C 136, within th� follawing IEmits:
C&� 011358.Q10.1.4001 02223 - 2
2�02 Trenching, Backfilling and CompactEng
�
�'
Si�ve 5ize Maximum Percent Passing
No. 10 50
No. 14 30
No. 240 1 �
E. �ranular Bac�Cfill:
� � 1. Granular back�ill shall be sand or �ydraulically graded, crushed stone
� fines, ar mixed sand and gravei ar sandy foam. The material shall be free
from lumps, stone over � inches in si�.e, clay, and arganic matt�r.
�� �. �e plasticity index of the fraction passing the No. 40 sieve shail not
' � exceed 1 Q.
F. Select il�aterials:
1. Select materiats shall he gravel, �n� rock cuttings, sand, sandy laam or
laam free from excessive clay.
� 2. Select ma#erial shall have a kiqu�d iimit less than 4a and a plasticity index
;�, less than 1� for th� frac�ian passing th� No. 40 sie�e.
� 3. Sieve analysis: Maximum percent retained on No. 4 sieve = 2� to 50 and
on No. 40 sieve 60 ta �5.
� 4. Seiect ma#erial may be excavated on site or bo�rowed fram an outside
so�rce as appro�ved by #he OWN�R.
-. 5. Maximum aggregate si�e of 3 inches.
G. 5ite �ackFill: Material excavated on site excfuding large rock or borrowed from
an autside sourc€ approved �y the OWN�R.
H. 7apsait:
1. Import�d topsoil sY�all b� friable laam fre� from subsoil, roots, grass,
__ weeds, stones and foreign matter.
., 2. Use to�soil stoc�piled onsite or if quantity is not satisfactory, obtain from
a saurce appra�ed �y the OWN��.
1. Unclassifiied Material: P►II materi�l excavated ansite, not meeting the
requir�ments for topsoil or fill material.
J. Concrete shall canform to Section �330Q.
�AR� 3 �XECUifON
1.1 �'�t�F'RRR�I�N AND LAYOUT'
A. Es#ablish �xt�nt of excavation by line and elevation. D�signate and identify
datum elevations.
f
,, �. Set requir�d lines and levels.
C. Maintain benchmarks, monuments and other reference Paints.
c&B a���ss.o�o.�.aao� az22a - 3
2402 Trenching, BackfiEling and Campacting
� 1}
1.2 UTIL}l'1�5
A. �Cnown underground utilities are indicated on the Drawings.
B. .Befare starting exca�atEon, establish the location and extent of underground
utilities flccurring in the work area.
C. Rs excavation approaches utilities, h$nd excavate to uncover utilities.
D. Noiify the OWNE� for direGtion far remo�al andlor relocatian of utility companies
lines which are in the way of excavatian.
�. Maintain, re-route or extend as requir�d, existing utiiity lines ta remain which
pass thraugh warl� area with the approval of th� OWN�R. Relocations are at tl�e
CaNiFtACTOR's cost.
�. �roiect utility services uncavered by excavation.
G. Accurately locat� and recard abandoned and acti�e lin�s re-routed or extendec!
on Project �ecord �ocuments.
1.3 iR�NCI�IEVG
A. €�sur.e trer�ehing doe� not intertere with norma! 45 degree bearing splay of any
foundatian.
�. �xca�a#e in accardance with lines and grades. �xcavat�d m�terial shall be
placed adjacent to t�e work td be used far backfilling as requir�d.
C. Trench depths and grading are calculated to provide adequat� caver o�er pi�es.
Natify QWtd�R if adequate co��r is lacking and corr�ct as directed by �WN��
ar �N�Ii�EEF�.
C7. Cut tre�ches suf#"iciently wid� ta enable proper installatian of services and to
allow for inspection. iulinimum trenc� w9dtFi fo� flexible pipe shall be 1� inches
wider th�n ti�� pipe autside diameter. Trim and shape trench bottoms ar�d leave
fre� �f ir��gulariti�s, lumps and projections. �v�r excavated tr�nch d�pths shall
be fillea to the proper grade with cr-usF��d rock at no additia�al cost ta the
ow���,
�. Tr�nch width shall be nvt mor� than 24 i�ches wider than outsi�le d�ameter of
pi�es. Walls sFaafl b� vertical to elevati�r� equ�! ta 12 inches above t�e top nf the
pipe. Whenever tHe prescribed maximum trench width is exceed�d, the
COMi�AC�OR sh�li use the next higher class of embedment, at nfl addition�l
cast to the OWN�R.
I�. �o nat disturb sail within branch spr�ad of existir�g tre�s ar shrubs that are to
remain. If it is neces���r to excavate tE�rough roots, pe�#orm work by hand �nd
cut rnots with a sharp ax�.
C&B 01135�.010.1.0001 02223 - 4
2002 Yrenching, Backfilling and Compacting
�'
G. When complete, request the OWN�R ta inspect exca�ations. Carrect
unauthorized excavation as directed, at no cost to tfi�e OWNER.
H. If, in the opinion of the OWNER, the undis#urbed material at grade deptn is
unstabie, the CONTRACYOR shall be required to remove the unstable material
ar�d fili the trench to the proper subgrade with crushed rock.
Unsuitable excavated subsail including perishable, spongy material, large rack,
or other material desigriated by the OWNER o� �NGINEER shall not be �sed in
back�illing. Unsuitable m�terial shall b� dispased of by the CONYRACTOR in a
manner approved by the OWNER.
'i,4 SHEEiING RND SHORING
�.a' P►. In caving ground or in wet, saturated orflowing o� oth€rwise unstable materials,
; the sides af all trenches a�d �xcavations shall be ad�quately she€t�d and
brac�d, to maintain the exca�ation fram sfides or ca�e-ins and to prflvide safe#y
� � far the workmen.
�. Sheeting, s�oring and bracing shall be removed unless otherwise approved by
the OWNER or ENGINE�R. Remo�al af sheeting, shoring and bracing shall !oe
performed in a manner to pre�ent.damage to new or existing structures and to
avoid cave-ins ar s4iding af the ban�s. RII holes an.d voids from the sheeting shall
be immediateiy and completely filled and campacted with suitable materials. Afl
costs associated with the abandnnmerit of sheeting, sharing and bracing shall be
borne by the CONTRACiOR.
1.� D�VIIAT�R1f�lG
A. K�e� trenches dry. �rovide necessary equipment including pumps, piping and
_' temporary drains.
_,
� �. �irect sur�ac� drainage aw�y from exca�a#ed areas. Provisions sh�ll be mad�
� far the sa#isfa�tory disposal af water pump�d to �revent damag� to public or
' private property.
C. Control th� grading in ar�d �djacsnt to excavations to peevent wat�r running into
excavated areas or onta adjacent proper�ies or tho�aughfares.
D. Furnish and operate suitable pumps on a�4 hour basis io keep excavations ir�e
of water until service have b�en p3aced and backfiHing is campleted.
1.fi ����1NG
A. Al�anually place and compact bedding mate�ial in layers not exceeding six inches.
B. Manually shape bedding material to conform ta pipe barre! and bell or flang�s
such that the entire length �f the pipe barrel is suppor��d by th� bedding material.
C&B 011358.01 U.1.DOQ9 02223 - 5 �
20a2 Tr�nching, Backfilling and Compacting
��_ �
C. G�ar�ular back�il and embedment materials sha11 be plac� as shown on the
plans and compacted in six inch layers along sid�s of pipe and to a minimum
depth of fi inches o�er the tap of the pipe.
1.� �ACFCFILLING
A. I]a not start backfilling until services have been inspected.
�. �nsure tr�nches ar� fre� af building debris, snaw, ice and water and that ground
surtaces are not in a frozen condition.
C. Backfill systematically and as early as possible ta allow maximum time for natura)
s�ttl�ment anci compaction.
�. �lace and compact hackfill mat�rials in cnntinuous layers acco�ding to the
m�t�od of compaction used. Use a methad which will not disturb or damage
servic�s. Flo excessively large rocks ar debris of any sor� shall k�e used as
backfill.
�. Maintain optimum maisture content (+ 2 percent} af fill materials so as to attain
required compaction density.
�. Mcceptable backfill fr�m the exca�ation sha�l �� plac�d from twelve inches ov�r
th� pip� to the surtace.
C. Excava#ed unsuitable material and excess material sMall be disposed of by the
CONTR�4CYOR in a manner a{�pro�ed by th� OWi��R.
1.� COMPRCi101�
A. Compact embedment materials with hand-op�rated devices.
�. �ranular em�edment material shalk b� compactec! #0 85 perc�nt of maximum dry
density defined by AS�M � 69� �r 7� perc�nt of ��lative density as d�t�rmined
by A5�'M � 4��3 and D42�4 which�ver is applicable. .
C. Autsid� Paved A�eas: �ackfill materials shall be thoroughly cam�acted by
mechanical or p�eumatic tamping in lay�es �ot to exce�d 1� inc�es in
cvmpact€d thickness. Care must be tak� to avoid pipe damag�.
�. Within ��ved Ar�as: �ackfill un�e� eoads s�afl b� mechanical�y or �neumaticaily
comp�c#ed to 9� percent of maximum dry density as defined by RSifu9 � 698 in
layers not �xceedi�g six inch�s of compacted thickness.
E. Comp�ct backfil! and emb�clment materials at moistur� contents of -2 perr.Ent to
+3 percent of aptimum for cohesive materials and as necessary ta achieve
specified density for noncah�si�e materials. Compaction tes#s shali be
p�r�ormed as dfrected by the OWN�� or �NClN��R ar�d at intervals not
exc�edi�g 500 ���t ofi french and intervals of �ot mor� than 10 feet of backfill
depth.
C&B Q1135$.010.9.4Q09 02223 - 6
2002 Trenching, �ackfilling and Compacting
1.9
�. Remove and replace improperly compacted t�ac�fih material at na cost to
OWNER. Additianal trench settiement foilowing completion shali be restared to a
level surFace. �rench surtaces may be left crowned in open country.
G. Water jetting �or cansakidation will no# be permitted.
CL�AAN UP
R�ma�+e surplus fill materials ta an-sit� spoil a�eas as dir�cted by the OWNER.
END Ol� S�C�'ION
C&B d113�8.010.1,D001 02223 - 7
2pp2 Yrenching, Backfilling and Compacting
�. .
sEc�ioN a�zz�
WASTE MATERiAL DISPOSAt
PAF�T 1 . GEN�RAL
1.1 SC�PE
�
4`r
-� 1.2
A. Waste material disposal shalf consist of the rema�ai of excess earth, trees,
stumps, logs, brush, roats, grass, vegeiation, humus, rubbish and oth�r
objectionabie matt�r from operations such as clearing and grubbing, excavation
and grading. Unless otherwise specifred, the CONY�RC�OR is responsible for
removal and dispasal of was#e material.
R��Ai�D WO�[� ANn S�'ECIFICATlONS
A. �ect3on 0220D - �arthwori�.
���� 2 ��o�uc�s
2.'� PRO�UCTS
A. Specific products are r�o# required. Use eq�ipment and mater�ais necessary to
properly complete disposal af waste ma#erials.
PART 3 �X�CUiION
3.1 OF�-SI7� DIS�'DSAL �
�;
,,
,:
3.2
;
�-
.�
�
A. Waste material which must be remo�ed from the projact site shall be dispased of
in such a manner so as not to damage the OWN�R ar oth�r persans and in
compiiance with iocal, state and federal requirements.
�. Waste mat€ria! which must be remav�d from th� proj�ct sit� sh�ll become the
property of the CDNiRRCT4R. it sha11 be the sole responsi3�ility of the
CON��AC�'O� to obtain the Recessary written permission an� all applicable
f�de�al, state and local permits far th� proper dispasal of such material.
ON�SIY� �ISPOSA�
A. Only brush and ov�r��xcavat�d earthen material may b� disposed of on�site. If
brush material is to be burr�ed, the CON7�C�OR is responsibie for acquiring aq
r�ec�ssary permits includir�g permits from the tocal �ire �ep�rtm�r�t and the
�exas'A�r Cantrol �aa�d. �rush materiaf shall only be �urned iri areas approved
by the OWNEFt. AI1 foreign material such as concrete, rubble, roots, rocks larg�r
than 3 inches, piping materials, mac�ir�ery or pieces af machinery, eic. mus# be
rema�ed prior to on-site disposal.
END OF S�CiION
� ; � c&� o��3�a.o�o.�.000�
zaa2
02227 -1
Waste Material Disposal
%°�
SECTION 02514
PORTLAND CEMENT CONCRETE PAVING
PART1- GENERAL
'{.1 SCflPE OF WORK
1. ihe work �erf�rmed under this section of the Specifications shall consist of
furnishing and placing reinforced concrete for sidewalks and �oadways where indicated
on th� �lans. Included under this it�m of the Work are aH surtac� finishing and curing
activities related to the concrete.
�; � 1.2 R��P►Y�D WOR�t AND S��CI�ICATIONS
A. Section D�21 '� : Site Grading.
B. 5ection 02223: Tr�nching, �ackfilling ar�d CompactiRg.
C. Sectian 0330D: Castpin-Place Concrete.
1.3 ����RENC�S
� A. AC[ 3a1 - 5pecifications for Struct�ral Concrete for Buildings.
�. ANSfIAS�"M A 186 n Welded Steel Wire Fabric far Concrete Rein#orcement.
C. ANSIIASiM A 49� � Welded �efarmed St�el Wire �abric for Cancrete
Reinfarcement.
-''. �. AN511A5TM D 1751 - Preformed �xpansion Joint Fillers for Concrete �a�ing and
�` Structural Cor�struc�ion.
` �. ANSIIASiM � 175� - Pre�oemed Spong� Rubb�r and Cork �xpansion Joint
�� �Filiers foe Canrete �aving and Structural ConstruciioR.
j F. ASiNi A 615 -�e#a�med ��d Plain �illet 5teel for Cancrete �einfo�cement.
;'
<
G. ASiM C 33 � Concrete Rggrega#es.
;_ �; I�. RSTM C 94 - Reac3y Mixed Concrete.
�� I. AS�M C 1�0 � Portland Cement.
' J. ASiM C�60 - Air��ntraining Admixtures iar Concrete.
' IC. RS�M C 3D9 � Liquid Membran�-�o�mir�g Compaun�s for Curing Concret�.
� � �
�,
L. ASiM C 494 - Chemica! Admixtures for Concrete.
�
, „
I a j C&B 09135�.010 02514 -1
, 20Q2 Portland Cement Concrete Paving
li �_l�
3.2 PR�PARATION
A. Moisten base to minimize absarption of water from fresh concrete. Notify
OWNER's representative a minim�m af twenty-#our (24) haurs prior to
commencement of conc�eting op�rations.
3.1 FORMING
A. Place and secure forms to correct location, dimensian and profile.
�. Rssemble formworlc to permit stripping and dismantling without damaging
con�rete.
C. Plac� jaint fillers �e�tical in pasition, in straight fines. Secure to formwor� during
concrete placement.
3.2 i�EINFO�C�MEMT ,
A. �lace r�iniorcement at mid�h�ight af slabs-on-grade.
B. InterruQt rei�forc�ment at expansion jaints. '
C._ Place rein�orcement to achie�e slab and curb alignment a� detaEled.
D. P�ovide doweiled jaints as shown an th� Plar�s.
3.3 FORiVI�� J�INYS
R. �'lace expansion joints a# inters�c#ions an� at 300 fo�t intervals to ca�rect
ef�vatior� an� profile. Align sidewalk joints.
�. �kace joirtt filler betwe�n paving companents and buildings flr oth€r '
appur4enanc�s. Recess ta� of filleP 1 inch fior s�ala�t pia�em�n# per 5ection
o�soa.
C. Pro�ide scared s�vv joir�ts at ��feet interv�ls of sid�walk.
�. �rovide 7'yp� C saw joint as �4-faot intervals on roads.
3.4 P�,ClNG ��NC����
A. P1ac� concrete in accordance with ACI 301 and applicabfe requirements of
S�ction 03300.
�. Ensure reinforc�ment, inserts, embed�ed paris and �ormed joir�ts are �ot
disturbed during concrete piacem�nt.
C. P1ace concrete contin�ousEy betwean predetermin�d construction joints. �o not
break or int�rru�t succ�ss�ve pours such that cold joints occur.
C8�8 011358.fl10 02514 - 4
2pfl2 Portland Cement Concrete Paving
-�
�'
D. Place concrete to pattern indica#ed saw cut cantraction joints 3116 inch wide by
1-112-inches deep at no optimum time after finishing, within six hours af pour.
3.5 FINISHING
A. Str�et Paving: Machine Finish. Us� hand methods only where mechanical
floating is not possible.
1. After floating, test surface for trueness Using a 1 p-foot straightedge. Any
surface irregularities exceeding 11��inch shall be repaired.
2. Eliminate all taol marks on concrete surFaces.
3. All work shall be 'free of honeycomb, pits, fo�m marks, irregular edges,
irregular color, irregular #exture, stains, or �mbedded foreign material.
A. Sidewall� Paving: Light broom, radiused and trow�led jain# �dges.
�. Curbs and �utters: Light broam.
C. Place curing cnmpo�nd on exposed concrete surfaces immediately aft�r
finishing. Ap�ly in acc�rdance with manufacturer's instructions.
3.6 CUR1N�
A. Immediat�ly after finishing, entire pavement surtace shall be completely cavered
wikh a continuous, uniform, w�ter-impermeable curing campound. Curir�g
cnmpot�Rd seal shall be repaired if broken far any reason during the curing
perivd.
3.7 FII��D QUAL1iY CONTROL
A. Maintain records of placed concret� items. Recor� date, location of pour,
__ quar�tity, air temperature, and test samples taken,
3.� PROY�CiION
i 1. lmm�diat�ly after placement, protect concrete from premature drying, excessi��
hot or cold temperatures, and mechanical injury.
�ND O� S�CYIDIV
CS�B 011358.010 02514 - 5
2002 � Portland Cement Concrete Paving
�
�_ �
�'
SECT'ION 02$31
CHAIN LINK FENCES AN� CATES
PART 1 - GENERA�
1.1 SCOPE OF WORK
1. Provide all'labor, materials and incidental items requir�d ta �ns#all a full height
f�nce as specified and as indicated on the Plans. �'rovide 1-faot by 1�foat
concrete maw strip underneath the fence line (excluding driveway or other pa�ed
areas).
'1.2 R�F�RENCES
A. P►NSIIAS�'M R 1�3 -�inc (Wot-�ip Calvani�ed) Coatings of �roducts F�abricated
from �olled, Pressed and Forged Steel Shapes, �lates, Bars and Strips.
�. ANSVAS�M ��6i - fnstallation of Chain �ink F�nce.
� C. ASTM A 120 - Pipe, Steel, �lack and F�ot-dipped �inc-coat�d (Gafvani�ed)
Welded and Seamless, for �rdinary Uses.
D. AST'M C 94 - Ready�mixed Concrete.
�. �S RR-F-19'f -�encing, Wire and Post, Metal.
1.3 Ql1AL.ITY ASSURANC�
A. Manufacturer: Company specializing in commerciai quality chain link fencing
- with two years experienc�.
�. fr�stallation: ANSVAS�M � 567.
1.4 5U�M1iiALS
.
1. Submit shop drawings and product d�ta under� pro�isions ot Section D1309.
2. Include plan layout, grid, spacing vf campon�nts, accessories, fittings, hardware,
� anci�orag@s and sch�dul� af components.
l
3. Subrnit manufacturer's installa#ion instru�tions und�r provisions of Section
' 01301.
C&8 011358.010 02831 -1
2�02 Chain Link Fences and Gates
�I
PART 2 - PR�DUCTS
2.1 MATERIAL.S
A. Framework: AS?M A 1�0; 5c�edule �0 steel �ip�, standard weight, one piece
without jaints.
B. �ab�ic: FS RR-�-191 Typ� I-�ino-coated steel.
2.2 COM�ON�NiS
A.
�.
C.
D.
�.
�.
G.
Line P4sts: �.38 inch diam�ter steel pipe.
Carner and �erminal F'osts: 2.88 inch diam�ter st�el pipe.
Gat€ Pasts: 3.� inch diam�ter st�el pipe.
T'op and �race Rail: 1.6� inch diameter, plain end, sleeve caupled steel pipe.
Gate �ram�: 1.66 inch diameter st�el pipe fflr welded fittings and truss rad
fabrication.
Fabric: 2 incl� diamond m�sh steel wir€, interwoven, 9 gauge thick, top selvage
twisted tight, bottom sal�age knuckle and closed.
Caps: Cast ste�E ar malkeable iron, galvani�ed; si�ed to post dim�nsian, set
screw retained.
H. Fittings: Sleeves, bands, clips, rail ends, tensian bars, fasteners and fiktings:
Galvani�ed st�el.
L iension Wire: 6 gaug� thick steelT single strand. .
J. An��orage: 8 ihch lar�g, 4.p0 inch di�meter steel pip�; 4 inch diamet�r cEosure
plate welded to pip� sleeve end. �
K, �xtension Arms for �ull Hei�ht �ence: Cast steei ta accommadate thr�� strands
o� barbed wira, single a�nn sloped t� 4� degr��s. -
t. Gat� Hardwar�: Fork type iatch with gra�ity dro�; mechanical keepe�s, cent�r
gai� s#op and drop rod for doubf� gates, two 180° g�#e hinges p�r I�af and
hardware for padfock.
�.3 �Ih115H�5
1
�
Galvanized: APJSIIASihfl R 123; �.0 ounces per squar� faat caaiing.
Accessories: 5arr�e finish as framing.
C&B 011358.010
20{32
Q2831 � 2
Chain Lin� Fences and Gates
�
�
�'-
� PA�tT 3 - EXECU�ION
3.1 INSTA�LATION
A. Ins#all framework, #abric and accessaries in accordance with ANSIlASTM F�67.
B. Space line posts at intervals not exceeding 10 feet o.c.
C. Set gate and line posts plum�, in concrete footings with top of footing 2 inches
abo�� �nished grade. Slope top for water runoff. Footings to be 36 inches deep
minimum.
D. Stretch fabric between terminal posts and at intervals of 500 feet maximum.
� �. F�osition �ottom of iabric 2 inches aba�e tap af wall.
�. Fasten fabric ta top rail, line pasts, corner pnsts, braces and bottom tension with
� wire ties �naximum 1� incf��s an c�nters.
G. Attach fabric to end posts wiih tension bars and tension bar elips.
H. lnstall bottom tensian wire stretched taut between terminal posts.
- I_ Pravide top rail through line post tops and splic� wit� � inch long rai! sleeves.
.!. �irace each gate ar�d corner post bac� to adjacent line post with horizontal center
. brace rail and diagonal truss rods. Install brace rait, one bay fram end and gate
p�sts.
, K. Install c�nter and bottom brace rai� a� corner and gate leaves.
� �. Install bar�ed wire suppflrt arms slaped outward and attach barbed wire; tensior�
a�d s�cure.
. fvi. Install� gates with fa�ric and barbed wi�e ve�icat. Ins#aH thr�e hing�s p�r {�af,
latch, catches, drop bolt foat balts and sockets tarsian spring retainer and
' kocking clamp.
i
� N. Pro�ide concrete center drop to #our�dation depth and drop rod r�tainers at
cent�r of daubl� gate openings.
�
�
END 4� S�CTION
I C&S 011358.09 0 02$31 - 3
20�2 Chain LinE� Fences and Gates
.. � 1,
�".
S�CYION 02935
S��DING
- PART � - �ENERAL
1.1 SCOPE
i
1. Seeding is required on all ar�as where �xis#ing to�soil or �egetation is modified,
-_ damaged or otherwise disturb�d during construction of this Project and in areas
wher� erosion pro#ection is required. .
2. Seeding work includes:
` ' 1. �reparatian of subsail.
; 2. Placir�g topsoil.
3. Fertilizing.
�, � 4. Seeding.
5. Mulching.
B. Maintenance.
1.2 RE����NC�S
, A. F�S O-F-241 - Fer�iiizers, Mixed, Commercial.
�. �exas 5eed �aw.
1.3 D�FfNIiIONS
' �. Weeds: Include aandefion, Jimsar�weed, C�uaci�qrass, Horsetail, hllor�ing Glory,
__' Rush Grass, f�lustard, Lambsquarter, Chickw�ed, Cress, Crabgrass, Canadian
-, Thistle, Nutgrass, �oison 0��, �lackberry, Tansy �agwort, Johnsan Crass,
�aison ivy, Nut Sedge, Nimbl� Will, Bindwe�d, ��nt Grass, Wild Garlic,
Perennial 5orrel, anci �rome Grass.
� � 1.4 R�GULAiORY ��QUI��,�fi�.N�S
' A. Camphy with r�gulatory ag�ncies for feriili�er arid her�icide composition.
�,
, . 1.� QUALIiY ASSU�ANCE
'' A. Provide seed mixture in containers showing p�rcentag� of seed mix, year of
, praductian, net weight, date of packaging and locatior� of packaging.
� � 1.6 MAINT'�NANC� DATA
` A. Submit maintenance d�ta fior continuing �WN�R maintenance under provisions
�,, of Section 01301. Includ� maintenance i�struc#ions, cutting method and
maximum grass height; types; applicable frequency; and recommended
. coverage of fertifi�er.
� ,�
� C&B 01135�.010 02936 -1
20D2
S�eding
r
��
1.7 DELIVEFtY, SY�RAG� AND HANDt1NC
A. Defiver grass s�ed mixture in sea�ed containers. Seed in damaged packaging is
r�ot acceptable. Defiver fertikizer in wat�rproof bags showing weight, chemical
analysis and name of manufacturer.
1.� C�ORDINAiION
= 1
A. Coardinate ihe work of ti�is section with installation of underground 5prinkler
syst�m �iping and watering heads, wher� appfica�afe.
1.9 MAINT�NANC� Sk�VIC�
A. Maintain s��ded areas immediately after placement until grass is, well
€statalished and exhibits a Wigorous growing candition.
1.1� SUBMITiA�.S
2. SubmEt inforrnation as to fertilizer, seed type(s), seeding procedures, etc. in
accardance with 5ection q'i3D'k, Contractor's Submittals.
PART � - PROpUCTS
2.1 S�ED MiXY'URE
�4. S��d Mixture:
1. �'ype 1: lJnhulled �ermuda.
2. Typ� 2: i�ull�d �ermuda.
2.� SOl�. MA��RIALS
R. Topsoil: �cca�vat�d frorrj sit� and fre� of we�ds, roots, ston�s and fareign
matt�r.
2.3 ACC�550�iES
1. Fertili��r: �S d-�-Z41, recommended for grass, writh ffty percent of the �ieme�ts
derived frc�m organic sources, of proportion n�c�ssary to eliminate any
defici�nci�s of topsoil to th� follawing ��oporiions: Nit�agen, 2q p�rc�nt;
phospharic acid, �0 p�rcent; and solubl� potash, 2D p�rcent. �
�. Wat�p: �I�an, fr�esh and free of substanc�s or matt�e which cauld inhibit
vigorous gra►►v�h of grass.
3. �rosion �abric: ia b� placed on al� slopes steeper than 3:1 an� oth�r specific
locations sf�awn on th� Plans.
C&� 0113��.0� 0 02936 - �
�OD2 . .
Seeding
�
�l. _
PART 3 - EXECU710N
3.1 INSPECYIQN
A. Verify that prepared soil base is r�ady to recei�e the wark of this section.
- Beginning work on this item shall be ir�terpreted as CONTRAC�OR's acceptance
of existing site conditions.
3.2 PREPARATION OF SLJ�S�IL
A. Prepare subsail ta eliminate uneven areas and law spots. Maintain lines, levels,
prafiles and contours. Make changes iri grade graduaf and blend slopes inio
� ler►el areas.
`� �. Remov� for�ign materials, w��ds, undesirable plants and their roots, and
� contaminated subsoil.
C. Scarify su�soil ta a depth of 3 inches w�ere tapsoil is to b� placed. Repeat
cultivation in areas wher� equipm�nt, us�d for hauling ar�d spreading topsoil, h�s
campacted sui�soil.
3.3 P�ACING TOPSOlL
. A. Place topsoil during dry weather and on dry, unfrozen subgrade.
� B. Remove �ege#ative material and €oreign non-organic mateeial while spreading.
� C. Grade to eliminate ra�rgh, fow or soft areas, and to €nsure pasitiv� drainag�.
D. Instap edgi�g at periphery of seeded areas in straight lines to consistent depth.
� 3.4 F�RitLl���
A. Apply fe�tili��r aft�r smoath ���Cing of ta�soil in accardance with m�nufacturer's
�. instructions at � minimum rate of �00 lblacr€.
�. l70 �ot apply f�rtilizer at the same time ar with the same machin� that wi�i be
�.
used to apply seed canl�ss hydramulching is utili�ed.
. C. Mix fer#ili�er tharoughly into upp€r 2 inches of topsoil.
D. I�ightly wat€r to �id the dissipation of feriifi�er.
<
� 3.5 SEEDINC
A. Apply seed at a rate of �� Ibs per acre (Yype 9) or 12 Ibs ��r acre (iy�e 2) and
ra�e in lightly.
B. Planting 5eason: ,
1. -, �ype 1: January 1 ta Rpril 1.
2. �ype 2: April 1 to Ucto�er 1.
i C&B 09135�.010 Q2936 � 3
Zoa� s��d�ri�
I _. � .
C. Do not sow immediately follawing rain, when ground is toa dry, or during windy
periods.
D. Immediately following seeding, apply mulch to a thickness of �18-inch, clear o#
shrubs and trees. � ._ � '
�. App�y water with a fine spray immediately after each area has been mulchecf.
Saturate to 4 inches.
�. Grass p[anting of �ype 2 se�d mixtur� by hyciromulci�ing shall be acceptable.
Hydromulching shall cansist of applying water, se�d and fibrous mulch and shall
gener�qy canform to the requirements listec! by the iexas Department of
iransportation Standard Specifications far Construction o# Highways, Streets and
�ric�ges.
3.6 5��� �I�OiECT10N
A. Identify seeded ar�as with stakes and string around area p�riphery. Set string
h�ight to 24 inches. Space stakes at 60 inches.
�. Co�e� seeded slopes wh�re grade is steeper than 4 inches per foot with �rosion
#abric. Rol1 fabric an#o slapes without stretching or pulling.
C. �ay fahr�c smoot�ly an surface, bury top end o# each sectian in 6 inch deep
excavated topsoil trench. �ro�id� 3 inch ov�rlap of adjacer�t rolfs. �ackfill trench
and rake smooth, level with adjacent soii.
D. Secure outsid� edges and overlaps at 36 inch intervals w�th stakes.
�. Lightiy dress slapes wEth topsoil to ensur� close contact between fabric anc soil.
F. At sides of ditches, lay fa�ric laps in directior� af wat�� flaw. Lap �nds anrJ ed��s
a minimum of 6 inches.
3.1 AflAIi�T�NANC�
A. M�w grass at regul�P int�rvals unti� seedEng is �cc�pt�d i�y th� QWN�R. Do not
cui mor� thar� 113 a# grass blade at any one mowing.
�. Neatly t�itrn edges ar�d hand clip wh€�e nec�ssary.
C. Immediat�Ey r�move cfippings after mowing �nd �rimmi�g.
�. Water to prevent drying of grass and soil and ta me�t th� water r'equirement of
the pianted g�ass.
�. Control growth of weeds: Rpply herbicid�s in accordance with manufac�urer's
instructions. Remedy damage resulting �rom improper use af herbicides.
C&� Q11358.010 D2936 � 4 ' �
�002 Se�:ding
���
F. lmmediately reseed areas which show bare spots. CONTRACTOR shall reseed
areas which show bare spots of 2 square feet or larger. A minimum of 95
percent coverage shall be required far OWNER acceptance.
G. Pro#ect seeded ateas with warning signs during main#enance periad.
END OF SECTION
�'f
� 6
r
C&� a113��A1fl 02936 - 5
2002 Se�ding
� ,-_9
�
S��CTION 0310d
CONCREiE FORMWORK
PART 1 - G�N��R,L
1.1 SCOP� OF WORK
A, ihe work�performed under this seciion of the Specifications shal[ consist o#
furnishing anc� installing formwork for cast-in�place concrete, with shoring,
bracing, anchorage and aN necessary accessories. Openings in the formwark fo�
r other work shall be provided. A11 s#ripping activities shall be included unde� this
section.
�
�.� ���,T�� s�c�ioNs
' A. Sectiort Q320D: Canerete Reinfo�cement.
B. Section 03300: Cast-in-Place Concrete.
1.3 RE�ER�NCES
R. ACI 347: Recommended Practice for Concrete �omiwork.
B. ACI 301: Standard Speci�cations for Structural Concreie.
C. �S-1: Constru�tion and fndustrial Plywood.
: �. ACI 3'!8: �uiEding Cade Rec�uirements for Reinforced Concrete.
�: AC1 350: �nvironmental Engineering Cancrete Structures.
, �'. ACI 'i 1i: Standard Specifications foe Tolerances for Concrete Construction and
Materials.
i
1.4 ��SiCN R�{�UI��M�N�S
, A. CONiRACTOR shall be responsible for the design, �nginee�ing and canstruction
� of formwark, shoring and bracing to conform to design and code requirem�nts;
resulkan# co�crete to car�form to required shape, line and dimension. �esign and
construction of formwor� shall take into account liv� loads, dead laads� weight of
� mo�ing equipment operating an formwork, concrete mix, height of car���ete drop,
� vibratot frequsncy, temperature, foundation pressures, stresses, �ateral stability
ar�d other factors pertinent ta the safety of personnel and strUctures.
CONTRACTOR shall provi�e shores, struts, and trussed supports as necessary.
C&8 �11358.0'10 031Q0 -1
2002 Concrete Formwork
I i� .�
1.5 QUALIiY ASSURANC�
�,. Worf� sf�all be performed �n accordanee with the standards referenced in Part 1.3
of this specification.
1.6 DI��IV��Y, SiOFZAC� RN� HAiVD�.ING
A. Store off ground in ventilated and protected manner to pr�vent deterioration from
maistu�e.
1.� C�OR�IfVAT10N
A. Caa�dir�ate this sec#ion with other sectians of ti�e Wor� which require attachm�nt
of camponen#s to formwork.
PART � � PRA�IJCiS
2.1 FORAfl M����IALS
A. Facing Materials:
1. Ur�exposed �inish Conc��te: Any standard form materials that produce
s#ructurally sound cor�crete. �ro�id� iumber dressed on at least finro
edges and one side fo� tight fit.
2. �xposed �inish Cnncrete: Materials selected to ofF�� optimum smooth,
stain free fi�ai app�arance and mi�imum number of joints. �rovide
materials with sufficient strength to resist hydrostatic head without bow or
deflection in excess of ailowable talerances, and as follows: �
a. �lywo�d: PS�1 "��� (Cancrete Form) Piywood," Class !, ��e�iar
Crade, mill�oiled and edge�sealed.
b. Lumber: Southern �'ine spacial, No. 2 grade, with s#amp g�ade
cleariy visible.
c. Steal: IIAir�imum 16 gauge she�t, well matched and t9gh� fitting,
stiffened to suppo�t weight af concrete withaut deflection
detrimental to tol�rances an� appearances of finished concret�
surFaces.
�. Glass Fiber I�abric �einfo�ced Plastic �orms: IUia#cheal, t3ght
�fting, stiffened to �support weight af concxete wi#haut defl�ction
detrimentai to tolerances and appea�ance of finish�d concrete
su�races.
�.� FORMWO��t A�C��SORI�S
A. �orm iie5:
1. Metal fo�m #ies, snap-off typ�, '��'#12 inch �reak back dimension,
galvani�ed metal, with waterproaf washer at mid�point of rod, shail be
used io hold forms in place. The ties, when remav�d, shall iea�e a
C&� 011358.010 03100 � 2
200� Concrete Formworlc
�
�,
smooth opening in the ooncrete surFace rrot larger than 718 inch in
diameter.
2. After the tie rods are braken bacic, the holes shall be thoro�ghly c�eaned
to remove al1 grease and loose particles; tne� nor�-shrink cement-sarid
mortar, as dry as practicable, sha�l be carefuliy placed into the holes in
small quantities. A#ter tt�e holes are completely filled, all excess mortar
shalt be stnack off �lush and the s�rtace finished in such a manner as to
render the fi�led hole as incor�spicuous as �ossible. If these patches
appear to be darEter ihan the other surface of the concrete, white cement
shail be used in the mar�ar as required.
3. "Superkie" fiberglass form tie system as manufactured by RJD Industries,
�nc., 26945 Cabot F�oad, 5uite 10�, Leg�na Hill, Califomia, {�QO)344-
41�3. �rovide spreader rod, ties, gripper and all necessary accessories
and installatian devices. �ro�ide gray color �od. Install Supertie in
accordance with supplier's inst�uctio�s. Afte� removal of forms, grind
Supertie flush to wafl.
B. �orm Release Agent: Colorless mineraf o"tl w�ich will noi stain concrete, absorb
moisture or impair nat�ral bonding or color characteristics of coating inten�ed for
use on concrete.
C. Comers: Chamfered, rigid plastic or wood strip type; 314" x 3/4" size; maximum
possible lengths. Accur�ately formed to produce uniformly straight lines and tight
edge joints.
�. Nails, Spikes, lag balts, �hro�gh boits, Anchorages; Sized as required, of
sufficient strength an� charact�r to maintain formwork in p�ac� while placing
concrete. �
E. Waterstops:
1. Resilsent iype - Polyvinyl chloride, minimum 2,000 psi tensile strength,
minimum �0°F (1�°C} working temperatu�e range, B-inch wide for
cons#ruction joints, 9-inch wide for expansion joints, maximum possible
lengths, ribhed profile, preformed comer sectians. heat welded jointing;
"Wire Stopp as manUfactured by Paul Murphy �lastic Co. Or approved
eqUivalent.
�. �xpanding �u�ber Waterstop - see Section 03250.
3. Soft iype ��lend nf eefined hydPacarbons, resins, plasticizing compounds
and mineral fillers extruded in a�1� inch t�y 10'[12 inch oxidi�e or
evapora#e. Waterstop shalf be: A� manufactured by Syr�ko�flex, 2100
�ravis, Houston, �'exas ii00�, (713)686-��03; 5wellseal Plus as
manufactured by de neef Rmerica, lnc., 12� North Mill Street, St. Louis,
Allissouri 488�0, {5'�7)681�5791; or a�proved �quivalent. Install in
accordance with manufacturer's recommendafions. Use primer
recornmended by rrianufacturer on surfiaces.
C&B 0113�8.010 03100 a 3
2002 Concrete FormworEc
�
�A�� 3 � EXECUiION
3.1 �XAIVIINAiION
A. Verify lines, levels and centers before proce�ding with formwark. Ensure that
�imensions agree with Drawings.
3.2 �.Ri� FORMS
A. �arth forms are not �5ermitted.
3.3 I NS`�A��A�I ON
A. �armwork A General: Provide sloped surfaces steeper than '1.5 hori�ontal to 1
vertical with a top #o�rn to hold shape of concrete dueing �lac�m�r�t, unl�ss it can
be dem�rtstrated tF�at to� forms can be amitted. Construct the farms to cnrreci
shape and dimensions, mortar-tig#�t, of sufficient strength, braced and tied
together so that the forms shall be strong enough to maintain thei� shape u�de�
all impos�d loads from the mavement of wor}cers, �quipment, materials, or thE
placing and �ibrati�g of the �oncrete. Camber where necessary to assure le�el
finished saffits unless othe�wise shawn on the Drawings. Verifiy the harizor�tal
and �ertical }�asitions of forms and cQ�rect all ir�accuracies before placing
concrete in any form. Complete aEl wedging and bracing before placing concrete.
B. Forms for "Smvoth Finish" Concrete: Use steel, plywaod or linecf board forms
uniform in size. Clean and smooth plywood and form liners. �ree edges and
holes from damage. �orm lining shall have cfvse4fittirig squa�e joints befween
separate sheets and shaA not be sprung ir�io place. Sheets of form liners and
plywood shall be f�ll size where�er possible and joints sha�l be taped ta prer�ent
protrusions in concrete. Use special ca�e in fo�ming and stripping wood forms to
protect corners and edge�. �ev�l and cantinue all horizontal joint�. Wet waod
forms at all times until stripping.
C. �raming, Studding, and �racing: Spac� studs at 'i8 inches on�center maximum
fo� baards ar�d 12 inches on center ma�cimum fo� plywaod. Framing, bracing,
centering, and suppartirig memb�r�s sHal) be of adeqUate size and strength to
carry sa€�fy, witF�aut deflection, all dead and lirre loads ta which forms may b�
su6j�cted, and shall f�e spac�d suffici�ntly close to prevent any bulging o�
sagging of for7ms. Soffits of afl beams farms shatl be constructed of material a
minimum of 2 inches thic�. �is#�ibut� bracing Ioads over base area an which
bracing is erected. When placed on ground, protect against u�dermining,
settlement o� accidental impact.
�. Erect formwork, shoring and bracing to ac�ieve desig� r�quirements, in
accardance with the requiremer�ts of ACI 30't. ,
'�. Ar�ange and assemble formwark to �ermit dismantling and �tripping. Do not
damage conc�et� during stripping. �ermit �emoval of remaining principal shores.
C8�� �1'�3�8,010 03100 � 4
�00� Concee#e �armwork
`��
��4)
3.4
:_
�
3.5
;.!�
;
F.
G.
H.
Afign jaints and make watertight. Keep form joints ta a minimum.
Obtain approval from OWNER or ENGINE�R before framing openings in
siructural members which are not indieated on Drawings.
Provide chamfer strips on exposed edges unless d�awings nQte otherwise.
�o not re�se wood formwork more than three times. Do not patch iarmwor�C.
APPL1CAilON - FORM R���AS� e�GENT
A.
�
Apply iarm release ageni on formwor� in accordance with manufacturer"s
Peeommendaiions.
Apply prior to placement of reinforcing steel, anchoring devices, and embedd�d
items.
C. �o not apply farm release agent w�ere concrete surfaces wiil recei�e speciaf
finishes or applied co�erirrgs which are affected by agent. Soa� inside surtaces
of �antreated forms with clean wafer. Keep surfaces caated prior to placement of
concrete.
D. �euse and Coating of F'arms: �'haroughly clean forms and reapply form coating
before each re�se. �or Expase� wor�C, do na# re�use any form which cannot be
reconditio�ed to "like nev�' condition. Apply form coating to all forms in
accordance with the manufacturer's specifications, except where "scored finish�
i5 required as shawn an the nrawings. �o not coat torms fo� concrete that is to
. receive a "scored finish".
INS�RiS, �M�ED�ED �ARiS AN� �PENINGS
A,
B.
C.
D.
E.
Pravide formed openings where required for items to be embedded in or passing
through cancrete work.
Loca#e and set i� place items that wiil be cast directly into concrete.
Coordinate with Wor� of other sections in forming and placing openings� slots.
reglets, recesses, sleeves, bolts, anchors, other inserts, and components of ather
Work.
Pro�ide temporary ports or aper�ings in formwork to facilitate cleaning and
inspection. �ocate oper�ings at bottom of forms to allaw flushing water to d�ain,
Close temporary openings with tight fitting panels, flush with inside face of forms,
and neatly fitted so jants will not be apparent in exposed cancr�te surfaces.
C&� 01135�.01 �
20d2
03100 - �
Cancrete Formwork
�
,�
3.6
Cc�]
;�:3
K��
FORM CLEANING
A. Clean and remove fcareign matter within forms as erectian proceeds.
�
C.
Cl�an farmed ca�ities of debris priar to placing cancrete.
�iush with water ar use cam�r�ssed air to remove r�r�aini�g foreign matter.
�nsure that water and debris drain to exterior tl�rough clean�out ports.
D. �uring cold weathe�, remove ice and snow fram within foRns. �o not �ase �e�
icing salts. Do nat use water to clean out forms, unless formwork ar�d cor�crete
construction prooeed within heated enclosur�. Use compressed air ar ath�r
means to remo�e foreign matte�.
�ORMWO�K iOLEI�AMGES
A. Construct formwork so as ta maintain t�ferances required by ACI 347, Chapter
3.3, exc�pt as otherwise noted.
FI��D QUA�IiY CONTRO�
A. Inde��ndent Testing Agency ta inspect erected farmworf�, shoring, and bracing
to ensur� thak work is in accordance with formwork design, and that supports,
fas#enings, wedges, ties, and items a�e secuee.
�. Notify the Rrchitectl�ngineer and Independent �'esting Ag�ncy after placement of
reiniorcing st�el in the forms, but prior to placing any canceete, so that inspection
can be made. '
FORM REMQVAL
A. TI�� time for removai of fo�ms shall comply with RCI 318. {# curing temperatures
are below �0°F ('i5°C}, t#�e time for rema�al sha11 b� increased by fifty percent
(5�%). In no case shali the forms or bracing be removed until concrete has
gained sufficient sirength to ca�y its awn weight and impose�i laads.
;
C.
�oos�n forms car�fuily. �o not w�dge pry bars, �ammers o� tools against finish
concY�te surfiaces scheduled for exposure tc� view.
5tore removed forms in manr�er that surfiaces �o b� in contact witF� t�s� concrete
wiil not be damaged. �iscard damaged forms.
�N� �� S�C3'IC)W
C&� 0'E 9 358.010
�Q02
03100 - 6
Canc�ete �ormwork
�
:,
�
��' �
sEc��oti as2oo
CONCRETE REiNFORCEMENT
PA�Y 1 - G�N�RRL
1.1 SCOPE OF WORK
A. ihe wor� included in this sec#ian of the Specifications shall consist of furnishing
, and installi�g reinforeing steel hars, welded wire fabric and accessaries for cast
in-piace c�ncrete.
� 'i.2 RE�ATEp ��CTIONS
A. Section 0310�: Canc�ete Formwork.
' B. 5ection 0330D: Cast in�l�lace Concrete.
� 1.3 R���RENC�S
,_-.
A�. ACI 301 � Standard 5pecifcatioRs for 5truc�ural Concrete.
�. AC4 318131�ft ��uilding Code Requirements for Structurai Concre#e and
� Commentary.
C. ACI 31 ���etails a�d Detaiiing of Concrete Reirrforcement.
D. ANS!lAS7M R82 - Colct Drawn Steel Wire fo� Cancrete Reinforcement,
�'� E. ANSl1ASiM A985 A Welded 5teel Wire Fabric for Cancrete Reinforcement.
�. SP-66-88 � RCl �etailing Mar�ual.
G. ANSk1AS7M A496 -�eformed Steel Wire �abric f�r Concrete �einfo�oement.
� H. ANSlIASiM A 497 � Welded �eformed 5teel Wire Fabric for Concrete
� Rein�orcement.
� I. ANSIIAWS D1.4 � Structural Wel�ing Code for Rein#orcing Steel.
J. ANSVAWS D1�.1 -�einforcing Steef Vifelding Code.
� K. ASiM A61� -�e'�ormed and Plain �iltet Steel �ars far Conc��#e Fteinforcem�nt.
L. CFtSI � Concrete Reinfarcing Steel Institute Manual of �'ractice.
� ii�1. CRSf 63 -�ecommended practice for Placing F�einforcing �ars.
C8�B 011358.010 a3�00 � 1
�00� Concrete Reinforcement
�_I
N. CRSI 6� - Recommended Practice for Placing bar Supports, Specifcations and
Nomencfature.
1.4 SU�MI 1 iALS
A. Submittals shall m��t #he requirements of TF�e City of �ort Wnrth Material and -
Ganstruction Speci�catiflns.
B. 5hop Drawings: I�dicate bar sizes, spac9ngs, locatians and quantities of
reinforcing steel and weided w�re fabric, bending and cutting scheduiss,
supporting and spacing de�9ces, and joint and splice locations.
C. Manufacturer's Certificate: Certify that products meet or exceed spec9fi�d
requirements.
C?. Comply with AC1 315, Chapters 9 theough 8.
�. 5ubmit for review manufacturer's specifications and installation instructians for aEl
proprietary products, inciuding sleeves for welded splices.
1.5 QU�4LI�Y ASSURANC�
A. Pertorm warl� in accordance with referenced standarcts. 5ubmit certified copies
af mill #est report of reinforcement materials analysis.
1.6 C��R�]INR�f(�N
A. Coordinate work w�th other trades, placement of f�ptnwo�, formed openings and
other work.
PAR7 � � �R��UC�S
2.'l R�INFORC�M�NY
A. �einfarcing �ars: N�w, d�formed billet steel conforming t� R�iM A61 �, Crade
60 for nanweldable bars and ASYIIA A706, ��ade Ba fo� weldable bars.
�. Welded Wire �abric: RSTM A'1�� for smaoth wire and AS'�fll� R4�� far def��med
wi�e. .__.
2.2 ACC�SSORY MA���IALS
A. �ie Wire: Minimum 16�gauge annealed type.
�. Supparts for �teinforcement: Can�orm to Cf�SI 63.
C&B U'! 't 358.01 Q 03200 � 2
2fl02 Concrete Reinfarcement �
�d
�' r
�.3
C. Special Chairs, Bolsters, i�ar Supports, Spac�rs Adjacent to Weather Exposed
Concrete Surfaces: Plastic coated steel ar stainless steel type, size and shape as
required.
D. Splices:
'i. Mechanical Connections:
a. . Compression: Gateway Bu9lding Products "G-Loc" or approved
equi�alent.
b. Tension: L.enton Anchor or appraved equi�ralent. Cannection
device s�rall develop 925 percent af yield s#reng#� nf bar.
2. Welded Splices: "Gadweld", "�hermoweld" ar a�proved equivalent. 5iz�
de�ice to develop 12� percent of yield strength of bar.
FA�RiCATION
A.
�.
�abr�ca#e concrete reinforcing in accordance with CFtSI Fillanual of F'ractice.
Locate rein�orcing splices not indicated on Plans at point of minimum s�tress.
Review location of splices with OWN�R or EN{�IN���.
PART 3 � EXECUTI4N
3.1 PLACEMEN�
A.
B.
C.
�.
�.
P�ace, support and secure reinforcement against displacemer�t by means of
accepted spacers, chairs ar hangers. Da not deviate from required pas�tion.
Do not displace ar damage vapor barrier.
Accommoda#e placemenf of formed apenings.
Canform to ACI 318 eo�e for concrete cover over reinfoecement.
Clean reinfnreement to remove loose rust, mill scale, oil, earth, ice and other
materials which might reduce or destroy bond wiih conerete.
3.2 Ff�LD {aUr+�liY CONiFtO�
A. Concrete shalf not be placed until reinforcing steel is inspected by OWN��'s
representativ�. All concrete placed in violat�on of this provision will be re��cted.
The CONiRACiOR shall give OWN��'s representative �4 haurs notice after
cQmpletion of reinforcement placement prior to placement of concrete.
�ND OF S�CYION
C�B 011358.OtD
2002
03240 - 3
Cancrete R�inforcement
��
�
SECTION fl3304
CASi-IN-PLAC� CONCR�T�
F'A�T � - GEN]�RA�
1.1 SC�P� OF WORK
ihis section includes all wor�C required in plaeing, finishing and curing cast-in�place
concrete associated with the foflowing:
R. Cast�in-place concrete for structures and c�mponents including, but not limited
• to, foundations, beams and sla�s.
�. �loors and slabs on grade.
C. Control, and expansion and cantraction joint devices associated witF� conccete
' wor� incic�ding joint s�alants.
�. �quipm�nt pads, fight pole bases, thrust bfocks and manhole bases.
1.2 RELAT�D S�C�'IONS
A. Section 431 �0 -- Conerete Formwar�. �
i, �. Section 0320U — Concrete Rein�orcement.
� 1.3 R�I��R�NC�S
-- A. ACl 3C1'� a Siandard Specifica#ions for Structural Cor�cr�te.
� �
�. AC) 302 � Guide for Concrete Floor and Slab Canstr�ction.
, C. ACI 304� - Guide foY 1Vleasuring, Mixing, irar�sporting, ar�d �laci�g Concrete.
- D. I�CI 306R d bot Weather Cvncceiing.
�. ACl 306� � Cold Weather Con��eting.
F. ACI 30� � Standard Practice for Curing Concrete.
C. ACI 318/318� ��uilding Code Requiremer�ts for Structural Concrete and
Commentary.
�1. ANSlIASTM �1i52 -�reformed Sponge Rubber and Gork �xpansion Joint
Fil�ers for Cor�crete Pauing and Structural Constr�ction.
I. RSiM C�3 - Concrete Aggregates.
C&� 011358.010 03300 -1 '
200�2 Cast�In4Place Cancrete
�
J. ASTM C94 - Ready�Mixed Cancrete.
K. ASTM C1 �0 - Partland Cement.
L. ASTM C260 -- Air���training Admixtures far Concrete.
M. AS�M G494 � ChemicaE Admixtures for Concrete.
1.4 SIJBMIiiALS
A. Su�bmit �nder pro�isiflns of Seckion 01301.
�. Product �ata: S�bmit data on �oint de�ices, attachment accessories, concret�,
admixtures, ancf fly ash #a b� used in concrete.
C. flllanufacturer's Installation lnstructions: Submit installa#ior� procsdures and
interface required with adjar.ent work.
D. Provide mill certi�cates from material supplier certifying that the following items
have bee� kestad and comply with the Contract �ocuments.
1. Portland Cemenk.
�. �ly Ash.
�. N9aterial supplier for cflncrete aggregates to provide written affida�it the foll�wing
items have been tested and comply wiih the requirements oi the Contract
Documents:
1. Coars� and fine aggregates for narmal weight cancrete.
�. �ro�ide conc�ete mix designs fo� different class�s af concrete required for the
project. Mix designs ta include field test data or trial mixture data as req�aired by
RCl 301.
G. Submit qc�ality cflntrol program of the proposed concrete suppEier and provide
copies of test reports,
1.� PROJ�Ci R�CORD DOC�1M�NiS .
A. Submit in accordance with �ectiflr� 01'�20. Accu�ate�y ��cord actual locations af
embedded utilities and camponents which are concealed from view.
1.fi QUA�.IiY ASSURANC�
A. RII wark shalt be pertormed in accardance with the standards r�ferenced in Pari
1.3. Cement and aggregat� shall b� obtafned �orm the same source #or ali wo��C.
1.7 COOR�INAT'ION
�
A. Coordinate the p[acement of joint devices with erection of cancrete formworlc and
placemer�t of form accessories.
C&� 011358.D1U 0330d � 2
�aa� Cast-[n�Pface Cancrete
���
�' r
PARY 2 - PRODUCTS
2.1 CONCREi� MAT�RIALS
A. Cement: ASTM G1 �0, Yype I I ur�less noted.
�. I�ine and Coarse Aggregat�s: ASTM C33.
1. �o nat us� aggregates containing saluble salts or other substances such
as iron sulfides, pyrite, marcasite, ochre, or other ma#erials that can
catase s#ains an exposed cancrete surFaces.
�. F�ine Aggregate: Glean, sharp, natural sand free from loam, clay, fumps or
ot�er deleterious substances. !]une sand, bank run sand and
manufactured sand are not acce�table.
3. Coarse �4gg�egate: Clean, uncoated, processed aggregate containing no
clay, mud, loam or foreign matter, as fallows:
a. Crushed sto�e, processed from natural roc� or stone.
b. Wash gravel, either r�a#u�al or crushed. Use of �lag and pit or
bar�k r�n gravel is not p�rmit#ed.
c. Coarse Aggregate Size: Size ta be AS�M C33, Nos. �l or 67.
C. Water: Clean and not detrimental to concrete.
2.� A�M1XiU��S
A. A9r �ntrasnmen#: AS�M C260; M�-VR manufactured by Master �uilders
Campany or appraved equivalent,
B. Ghemical Admixtures: AS�11lI C494, as follows:
1. '�ype R o Water R�ducing��ozzolith manufactured by Master �uilders
Company or approved equi�alent.
2. �ype � -� Retarding.
3. iype C � Accelerating.
4. iype D� Water-reducing and ��tarding.
5. �ype � � Water-red�cing and Ac�elerating.
B. iype F� Water-reducing, bigh Range.
2.3 ACC�SSO�l�S
A. �onding Agent: �olymer resin emulsion.
B. Non-Shrink Grout: AS f 11A C110�, Grade A, premixed compaund consisting of
- nan-metallie agg�egate, r.ement, water reducing and plasticizing agents, capabfe
af developing minimum compressive strength of �,400 psi in 48 hours and �,000
psi in �� days.
�
C&B 011358A40 033�0 - 3 �
�00� Cast-ln-Piace Concrete
�
2.4 JOINT DEVIC�S AN� FILLER MATERIALS
A. Joint Filler �ype B: ASTM D17�2; iype II Cork and 'fype IIS Self-�xpanding Cor�.
�. Joint 5eafing �ilfer: As specified in Section D251�.
2.5 CONCR�T� MIX
A. �ra�i�e concrete with the following mix design limitations where Class "R"
concrete is specified ta result in conerete placed in the field of minimurn
compressive strength of �4004 psi at 28 d��s based on test cylinders which are
taken during concrete placement.
Unit Measurement
Minimum Compressive 5t�ength {�' day) 3000 psi
Minimum �ompressive Strength (�8 day) 4000 psi
Coarse Aggregate RS�f� C33. No. �7 ot 67
�ine Aggrega#e RS�M C33
WaterlCement Ratio {maximum) 0.44 by weight
Air Entrainment 5�7 percent
51ump 3 inches plus ar mir�us 1 inch
IlAinimum Cement Cantent 564 paunds p�r cubic yard
B. Pro�ide concrete with the fallowing mix design limitations wh�re Class "�"
concrete is specified #o result in concrete placed 9� the fe[d of minimum
compressive strength of 3000 Qsi at 28 �ays based an test cyfinders which are
ta�cen during concrete place:ment.
Unit Measurement
Mi�imum Compeessive Str�ngth (�' day) 22�0 psi
ilRinimum Compressive Strength (�8 day) 3000 psi
Coarse Aggregate AS�RA C33, No. 467
�ine Aggregat� ASTM C33
WaterlCement Ratio {maximum) D.50 by weight
Air �ntrainment 4�6 pepcent
Slump 3 inches plus or minus 9 inc�
Minimum Cement Content 47Q pounds pe� cubic yard
C. �eovi�e concrete witf� th� faflowing mix design limitations where Class `�C�
concrete is specified to resuit in concrete placed in the field of minimum
compressive strength of �OOD psi at 2� �ays based on test cyliriders w�ich a�e
ta�Cen dueing cxtincrete placement.
Unit Measurement
Minimum Compressive Strength (� day) 1�00 psi
Minimum Compressi�e Strength (28 day} 200� psi
Coarse Rggregate ASiM C33, No. 4fi7
Fin� Aggregate AS��11 C33
WaterlCement Ftatio (maximum) 0,8� by weight
Air �ntrainment None
Slump 4 inches plus or minus 1 inch
Minimum Cement Content 3�6 paunds per cubic yard
C&� 0913�8.010 033�0 � 4
2002 Gast-In-Place Concrete
,g
��T
D. Provide concrete wiih the following mix design �imitations where Class "D"
car�crete i� specified io result in high early strengt� concrete placed in the field of
minimum compressive of �4004 psi at 28 days based on test cylinders which are
ta�en during concrete pEacement
Unit �111easurement
Minimum Compressive 5trength (1 day) 2000 psi
Minimum Compressive Strength (3 day) 4DOQ psi
Minimum Campressive Sirength (28 day) 400D psi
Coarse Aggregate ASiM C33, No. 57 or Bi
�ine /�ggregate ASiM C33
WaterlCement �tatio (maximum) 0.44 �y weight
Air �ntrain:nent ���%
Slump 3 inches plus or minus 1 inch
flllinimum Cement Content 564 pounds pe� cubic yard
�. irial design batch€s, mixture proportioning studies, and testing requirements for
various classes and types o� conc�ete specified s�all be the responsibiEity af the
CON��CTOR. Mixture proportio�s shall he based on compressi�e strength as
detemnined by test speeimens fabricated in accordance with ASYM C 192 and
tested in accordance wiih AST�iVI C 39. �'rovide samples of all materials used in
miacture proportianing studies #hat are representative of those ppoposed for use in
the project. �ro�ide manufacture�s or producer's test reports indicating
compliance with these specifcations. Make trial mixtures having pPoportions,
consistencies, and air conte�t suitable foP the wvrk based on methodolvgy
described 4n Ael 211.1, usirig at �east three different water-cement ratios ivr each
type of mixture, which will produce a range of strength encompassing those
required far each class and type of concret� required on the project. The
maximum-water-cement ratios wili be the equivalent water cement ra#io as
determi�ed by canversian from the weight ratio of wate� to cem�nt plus pozxolan,
Design 1abaYatory trial mixtures for maximum permitted slump and air cantent.
fWake �eparate sets of trial mixtuce studies for eac� combir�ation of cementitious
materials and each combinatian of admix#ures proposed for use. 90 not use
combination of ei#her un#il praven by such studies, except that; if approved i�
writing and atherwise permitted by these specificatians, an accelerato� or a
-�� retarder may be used without separate trial mixtuee study. Make separate trial
mixture studies fioe concrete for any conveying or placing method �ro�osed which
requires special properties and for concrete to be placed in unusually difficult
placing locations. Report the temperature af cvr�c�ete in each trial batch. �or
each wa#er cement ratio, ma�e at feast three test cylinders for each test age and
cure in accordance with ASTiw C 19�. �est cyli�ders at '� and 28 days in
accordance with a�7M � 39. �rom these test Pes�lts, plot a curve showing the
relationship between waier-cement ratio and strength for each set of tria! mix
studi�s. In addiiion, plot a curve showing the relatiflnship beirnreen 7 day and 28
day strengths. Design each mixture to promote easy and suitabfe canc��t�
placement, consoli�ation and finishing, and to prevent s�gpegation and excessive
bleeding.
�
C&� 0113�8.010 03300 � �
20D2 Cast-In-�lace Concrete
��
F. Average Compressive Strength Required for Mixtu�es: Select the mixture
propo�tions during mixture design studies to produce a required average
compressive strengih (fcr) exceeding the speci�ie� compressive strength (f c) by
the amount indicated below. This required average compressive strength, fcr,
will not b� a requir�d acceptance c�iteria during concrete production. Howe�er,
w�ene�er the daily ave�age compressive strength at 2� days drops below flcr ��
during concrete production, or daily average 7-day strength drops below a
strength carrelated with the 28-day f cr, adjust the mixture, as approved, to bring
the daily a�erage bac� up to fcr. During production, adjust the required f cr, as
apprapriate, based on the standard de�iation being at�ained on the jab.
G. Computatians from iest Records: Where a concrete production faci�ity has test
recards, establish a standard deviation in accordanc� with the applicable
peovisions of ACI 214.3�. �rovide test records from which a standard deviation
is calcuiated, which rspresents materiaEs, quali�y contral procedures, and
conditions similar to those expecteci; represents concrete produced to meet a
specified st�ength or strengths (fc} within '�,000 psi of that specifed for proposed
wor�C; and cansists of at least 30 consecutive tests and be current to within the
Qast 1� manths. A strength test is the a�erage of the strengths of two cylir�ders
made from the same sample of concrete and tested at 2� days. �'or the required
average compressive strength fcr used as ti�e basis for selection of concrete
propartior�s us� the larger ai the equations that faiiow based on the standard
deviakior� determined abQ�e:
�cr � fc r 1.34S wh�re units are in psi
fcr = fc �° 2.335 � 500 where units are in psi
Where S = standard deviation
Where a concrete production facility do�� nat t�ave test recards meeting the
r�quiremehts abave �ut does have a r�ecard based on 1� to 29 consecutive iests,
estabfish a standard deviatian as the product of the calculated standard deviaiion
a�d a modificatian fac#a� from the ioflowir�g tabE�:
NUM��I� O� T'�SiS MO�I�ICATION �ACTOR
FQ� S�AiVDR�� ��VIA�tON
1� 1.1fi
zo �.a� --
�s �.a�
30 or more 1.00
b. Camputations withau# ��evious Test Records: When a concrete production
facility daes not hav� su�fic#ent field str�ngth test reeards for calculation of the
standard deviation, d��ermine the requiPed ave�age strengt� �'c� as follawsa
1. If the specified compressive strength fc is less than 3,000 psi:
f cr = fc ¢ 10�0 psi
�. If the specif�ed compressive strength fc is 3,000 to 5,000 psi:
fcr= f c+ 1,200 psi
C&� �113�8.010 . 03300 � 6
2402 Cast-In�Place Concrete
�'r
!. Use acceferating admiact�res in cold weather only when approved by ENGINEER.
Use of admixt�re will not relax cold weather placement requirements.
J. Do r�ot use calcium chloride En concrete or in any admixture.
K. Use set retarding admixture during hot weather only when appro�ed by
ENGINE�R.
L. Use air entraining age�t in all cancrete mix except far inter9or slabs subject to
abrasion or unless otherwise sY�awn.
M. Maximum chloride ion conteni for corrosion psotection si�all mes# table 4.4.1
,; fisted in ACI 318f31 �R. Testing far chloride ion content shall canfarm io
� AASFi�O �260.
,
�R�i 3 � �X�CU�"rON
3.1 �XRMWATI(�N
' A. V�rify site canditions prior to constructian.
{-" B. Verify requirements for concrete cover over reinforcement.
C. Verify that anchors, s�ats, plates, rein�orcement and other items to be cast inta
• cancrete are accurately placed. positioned securely and will not cause hardship
� in placing concrete.
3.2 PR�PAf�A�ION
R. Prepare peevious3y placed conc�ete by cleanmg with steel brush and a�plying
bonding ag�nt in accordance w�th manufacture�'s instructions.
�. tn ivcations wher� new concrete is to �e doweled to existing wor�, drill holes in
exis#ing conrxete, insert stee� dawels and pack solid wit� non-shrink grout, uniess
capsule anchors or otE�er fo�m af fastening is shown on Plans.
3.3 �LACINt� Cf]NC��iE
A. �lace concrete in accorrfance with RCI 304R.
�. Notify �WN�R m�nimcam �4 hou�s prior to comm�ncement of ope�ation.
G. �nsure that reinforcement, inserts, em�edded parts, �ormed joint fillers, �oint
devices and water stops are not disturbed during co�crete placement.
p. Install joint filiers, primer and seafar�t as shown in #he Drawings �n accordance
with mar�ufacturer's instructions.
C&� 011358.Q10 033a0 - 7
2002 Cast-In-�'lace Concrete
� L.
�. Sereed flaors, maintainir�g surface flatness af'l4 inch in '� 0 feet.
F. Extend joint �Ifer from bottom of slab ta within '!!4 incM of the fir�ished slab
surtace. Conform to Section 02�12 for finish joint sealer requirements.
G. Maintain recards of concrete placement. Record date, locatian, Guantity, air
temp�rature and test samples taken.
b. Place co�crete continuously befinreen predetermined expansion, contral, and
canstruction joints.
Do not interrupt successive placement; do not permit cold joints to occur.
J. Car�st�uction join#s to be located as in�icated or where appro�ed. In general,
locate cons#ructian jaints far supported skabs, beams and girders near the middle
o# the span. If a be�m intersec�.s a girder at this paint, offset tF�e joint a distance
equa! ta twice the width of the beam.
3.4 COL� W�ATH�R R�QUIR�M�NTS
A. Us� special protection measures approved by the OWN�RI�NG�N��R, if
freezing temperatures are anticipated before the ex�iraiion of the specified curing
period. ii�laintain the ambient tempe�atu�e of the air wnere cancrete is to be
placed and the temperature of surFaces to recei�e concrete above 40 degrees �.
Maintain the t�mperature of the concrete when placed between �0 degrees �
and i5 degrees �. beating of the mixing water or aggregates wifl be required to
regulate the concrete placing #emperature. Provide materials entering the mixer
free from 'rce, snow, ar frozen lumps. �o not allow salt, chemicals o� other
materials on the concrete ta prevent freezing. Upon written approval, an
accelerating adrnixture canforming to ASY� C 494, �ype G oe � may be used,
provided it contains no calcium chloride. Do nat �se calcium chloride.
3.5 b07 W�AYH�� ��QUIR�MENiS
A. When the ambi�nt tem�e�atu�e during concrete placing is exp�cted to exceed 8�
degrees I�, place and finish the concrete with procedures pee�iously submitted
and as specifie� her�in. �eliver the concrete at a temperature to th� forms that
do�s not exceed the tempe�ature shown in the table 6elow when meas�red in
accordance with �AS'�M C 1064. Caol stee� forms and �einfaYcements as
ap�ra�ed prior to concrete placem�nt when steel temp�ratures are gr�ater than
1�0 deg�ees F. Cool conveyi�g and placing equipment. if necessary, to maintair�
praper concrete�placing temperafure. �uring periads of hot weathe�, take t�e
following precautions to prevent the formation of plastic sh�inkag€ cracks
resulting fram excessi�e lass of moistu�e f�om th€ ooncr�te:
C&R 011358.Q1 Q 033QQ � 8
�flp� Cast�In4P�ace Concrete
J
�r
�
Maximum Allowahle Cancrete �'laciflg TemPerature
Relative Flumidity, P�rcent, flllaximum AIlawable Concrete
- Du�ing Yime of Temperature
Concrete Placement �egrees
Greater than 6D 90 �
40 to 60 85 F'
�, _ �
; Less than 40 8D F
3.6 PR�V�NYIaN O� PLASTIC SH�INFG4�� Cf�ACK1N�
R. �e alert to the tend�ncy for plasfic shrinkage crachs to dev�lop and shall institute
measures to prevent this during hot weather with IQw humidi#y, and particularly
with ap��eciable wind, as wel[ as inte�ioe placements when space h�aters
produc� low humidity. �ake particular care i# plastic shrin�age cracking is
potential{y imminent and especially if it has �eveloped during a Qrevious
placement. �eriods of high potential for plastic shrinkage cracking car� be
anticipated by use of �ig. 2,1.� a� /�CI 30�R. fn addition further protect the
con�rete placeme�t by erecting shades and windbreaks and by� applying fog
sprays of water, sprinkling, ponding or wet covering. F ill plastic shrinkage crac�s
that occur by injection of epoxy resin as directed. after ti�e concrete hardens. �o
not trowel over plastic s�rrinl�age cracks or fill wit� slurry.
; 3.! CONCR�i� F1N[SbING
A. Provide formed concrete surtaces to be left exposed with smooth rubhed finish.
�. Ap�ly non-slip braom finish to exterior concrete pfatForms, steps, and ramps, and
elsewhere as shown an the �lans or in the schedules. Immediately after trowel
� �nishing, slightly rough�n the conerete surtace by braoming in the direction
perpendicular to the main tra�c route. lJse fiber�bristle braom unless atherwise
, direct�d. Coardinate #he required final finish with the �NGIN��R before
; application.
C. Steel teowel surfaces which are scheduled to be exposed.
�. In areas with flaor drains, maintain floor elevation at walls. Pitch surfiaces
uniformly to drains at nominal slope indicated an the Plans.
3.8 CU�ING AND €'ROT�C�'!ON
A. Curing s�all conform to the requirements of RCI 30�.
�. Curing operations shall follow finishing operations within 2 hours and s�all
� cor�tinue for 7 days.
C&� 01'�358.010 03300 � 9
�Op2 Cast-1n�Place Concrete
�
C. Curing shali be accompfished by one af the fallowing methads:
1. Ponding or contir�uously s�rinkling.
2. Absorptive mats or fabrics kept cantinuously wet.
3. Use of approved curing compau�ds. Curing campounds shail not be
used on any surface wh�ch will receive additio�ai concrete or where
cancrete hardeners or terrazzo floors are scF�eduled to be installed. �
f�emave the campound film from all exposed surtaces at the end of the
curing periocl.
3.9 FIELD QUA�IiY C�NiRO�
�. Independent �esting Laboratory ta provide testing services. �esting and
inspection services to inciude the foklowing it�ms:
1. �eview concrete mix design for each class of concrete.
2. If required by AWN��1�NGiN���, ir�spect c�ncrete batching, mixing
and defivery operation.
3. P�ovide testing of concrete for every �5 cubic yards af each class of
ca�crete placed. If the total quantity of concrete placed on a given day is
less than i� cubic yaeds make one set af test cylinders. A set of t�st
cylinders is defi�ed as four cancrete cylinders. Ma�e the concrete
cylindees per �,SiN9 C 31. �est each set of test cylinders for the following
iiems and prepare test repa�ts and send to the OWN�R, �iV{33NE�R ar�d
CON��RCiOR:
a. Campressi�e Streng#h �esting: ��rform test pe�r requirements of
ASiM � 39. iest one cylind�r at l days, two cylinders at ��
d�ys. �xt�a cylinder will be tested at 56 days, if required.
b. Determine slump for each set �f test cylinde�s pe� ��qui�ements of
AS F M C 143.
c. ��te�mine temperature af each set of test cylinders �er
requirem�nts of ASTM C 1064.
d. �etermine amount of air cor�tent in each set of test cylinder� per
ASiM G 13�, A� T M C 173 oe Q,S�M C 231. Indeper�d�nt 1�estirtg
� Agency ta det�rmine ti�e apprfl}ariate test method.
4. liilhen required �y �NGIN��� or OWN�Ft, test hardened concrete as
foflows:
a. Nondestrvctive iesting: Use the rebaund hammer �e�
requi�ements of ASYM C�a5 or pulse �elocity method pe�
�equir€ments ot AS�M C �9�.
b. Core concret� pe� th� requi�ements af RST'iU9 C 42.Take ane
additional test cy�inder during cold weather concreting and cu�e on
job sit� unde� the same conditians as concrete i# r�presents.
3.1a �'RT�HING
A. Allow �WN�R�'�NG�N��R to inspect concYe#e surfaces immediately upon
removal of farms.
C&� 011358A10 03300 � 1 p �
�DO� Cast-InwPlace Concrete
�
,
•'_-;
-�d
B. Excessive honeycomb or embed�ed �ebris in concrete is not acceptable notiiy
OWNER/ENGIN�ER upon discovery.
C. Rspair form tie holes requi�ring repair and other defects whase depth is at least
�s grea# as their surfac� diameter but not over 4 inches, by t�e damp-pack
martar m�thod. Ream form tie holes and cut out other simifar defects ta svund
concreie. Thoroughly ciean, thoroughly wet, brush-coat with a thin coat of neat
cement graut and fi�l the �oid with mortar. Provide a stiff mix of mortar of 1 part
Partland cem�nt to 2 parts �ne aggregate passing the no. 16 mesh sieve, and
minimum amount of water. �nly use sufficient water to produce a mortar which,
when used, wifl stick together on being molded inta a ball by a slight pressuce af
the hands and wili not exude water but will leave the han�s damp. Mix mortar
and allow to stand for 30 to 45 minutes before �se with remixing performed
immediately prior to use. �horoughly tamp mortar in place irr thin layers using a
hamme� and hardwood black. Compfetely fil� hol�s passing entirely t�rough
walls fram the irzside fac� by forcing mortar through ta the outside face. Pack all
hoies full. Maist cure damp�-pack repairs for at least 48 hours.
��
i
D. Fiemove defective concrete, extend removal into complete�y so�nd concrete.
Use only approved equi�ment and procedures which wiil not cause cracking or
microcracking of the sound concrete. If reinfarcement is encountared, remave
concrete so as to expose the reinforceme�t for at least 2 ir�ches on al[ sides.
Outline all s�ch de�ective areas greater than 1� square inches by saw cuts at
least 1 inch deep. Outline defective ar�as less than 'f2 squaee ir�ches �ay a 1 inch
deep cut with a core driil in [ieu of sa►n►ing. �rovide all saw c�ts with straight lines
in a rectangular pattem in line with the formwor� panels. After concrete removal,
thoroughly alean the surtace by high pressure washing ta remo�e all loose
materiaL Keep surFaces cantinually satc�rated for the first 1� of the �4 hours
immediately befare placing mortar and keep damp but nat wet at the time of
commencing mortar placement �ither hand`placgd mortar or mortar placed with
a mortar gun may be used. If hand-placed moria� is Used, provide the edges of
the cut perpendicular #a the surface of the cancrete. �r�sh coat the prepared
area with a thin coat af neat cement grout. Ma�e the repair using a stiff martar,
preshrunk by allowing the mixed mor#ar #o stand for 34 to 45 minutes and then
remixed= thoroughly tamped into place in thin layers. lf hand�placed mor#ar is
used, test eac� rep�ir ar�a for drummin�ss by firm tapping with a hammer and
in�pect for cracks, in the presence of the independent testing agency,
immediately beiore completion of the cantract, and to replace any► showing
drumminess or cracking. I€ mortar placed with a mortar gun is �sed, use a small
compressed air operated gun to w�ich the mortar is slowly hand �ed and wfi�ich
applies the mor�ar to the surface as a fligh-peessure str�am, as app�oved.
Repairs made using shoicrete equipm�nt wili not be accepted. ihe mortar used
ta be the same mortar as specified far damp-pac� mo�tar repair. If gun�placed
mortar is used, be�el the edges of the eut towa�d the cente� at a sfape of 1:1.
Keep all surface applied mortar repairs continuaus[y maist for at least i days.
Provide maist curing consisting of several layers of saturated burlap applied to
the surface immediately after plac�ment is complete and co�ered with
C&B 0'I '! 358.01 U 0330U � 11
�002 Cast-In-�lace Concrete
polyethylene sheeting, all heid clasely in place by a sheet of pfywvod or similar
material rigidly braced against it. Keep burlap continua2ly wet.
3.11 D�FEC f IV� CONCREI��
A. Defecti�e Concrete: Concrete nat conforming to required lines, details, �
dimensions, talerances or specified requirements.
�3. Repair ar replacement af defective concrete wili be as determined by the
�WN�F� or ENGIN��Ft.
C. Do not patch, fll, tauch�up, repair o� replace defective cor�crete except upon
express direction of OWN'�R oe �N�INE�R for each individual area.
3.�� SCH�DULE � CONCR��� �YP�S
A. C1ass �Ap cancre#e shall be steel reinforced and shall include the folfowing:
1. �oundations -
2. Walls
3. S�abs
4. Beams
5, Cirde�s
fi. Coiumns
�. �quipmer�t �ases.
�. Class "B" eoncrete shall be steel reinforced and sf�aEl inciude the foliawing:
1. Sta�dard pipe supports
2. C�rbs and gui#ers
3. Sidewalks
4. �?uctbanks
�. Manhole bases
6. Street paving
7. �hrust blocks
8. �ipe encasements.
C. Class "C" conc�ete shall be placed with oe without farms a�d shall �e ��,
unreinforc�d. It is intende� for use in the following applications:
1. Concrete fill
2. Warking slab.
�. Cfass "�� concrete shall be steet reinforced and shall be placed where high early
stt�ength cement 9s specified.
3.13 SCb��U�� � C�iVC�Ei� FINISF��S
A. �ra�ida smaath-rubbed finish, rubbing concrete with a carborundum bric�C no
later than one day after form remaval, for the fallawing lacations:
1. Interiar exposed walls and other interior ��rtical surFaces.
C&�3 011358.010 0330d � 12
Zflp� Cast-In-Plsce Cancrete
�� r
�. �xterior exposed walls and other �ertical surtaces dawn to two feet betow
finished grade.
3. Exposed beams and undersides of elevated slabs.
4. Interior �erticat surfaces nf liquid containi�g structures down #o one toat
below liquid level.
B. At taps of.walls, horizontal offsets, and similar unformed surfaces occurrirog
adjacent to the farmed surtaces, strike-off smooth and fir�ish with a texture
matching adjacent formed surfaces. Continue the final surtace treatment of
formed surtaces uniformly across the adjacent unformed surfaces unless
aihervvise shown.
C. Pro�ide rough-farm �nish with tietlholes a�d impertections repaired an� with fns
and othee prajecfsor�s exceeding 114 inc� rubbe� down or stripped off afi t�e
fallowi�g locations:
1. Exterior vertical sur�aces up to two feet �elow finished grade.
2. Interior ve�tical surfaces of liquid containing structures up to one foat
below liquid level.
�. Chemical-Hardener �inish: ApPly� chemicaf-harder�er finish to interior concrete
floors where shown on the Plans of in schedules.
1. �'I�or Hardener. �lardening agent iar exposed concrete floors shail 6e a
colorless aqueous safutian of zinc andlar magnesium flousilicate, or of
sodium silicate. �ach galion of the flousilica#e solu#ion shall cnntain r�ot
less than two pounds of crystals. 7he sodium silicate soluiior� shal� be 32
pereent by volum� of 42 degre� �aume sodium silicate. A proprietary
hardener may be used provided the solution is cieliveeed ready far use in
the manufacturer's ariginal containers. No combinatian c�lorinated
rubber curing�hardening material wil� be cansidered in iieu of the matePial
specified for chemica( fioor hardener.
2. T'he floors s�all be tharoughly cure�, cleaned, and perfectly dry wi#h all
worF� above them complefed. �inc andlor magn�sium flousilicate shall be
applied evenly, using 3 coats, allowing �4 hours between coats. The frst
coat shall be 914 strengt�, the second c4at 11� strength, and the third coat
213 strength. Each coat shall be applied so as to �emain wet on the
cancrete surface for 1� mi�utes. Sodium silicate shall be applied f�ll
str�ngth at the rate af 113 gallon pee 100 sqUaee feet. �ro�rietaryr
harden�rs shall be apptied in accordance with manufacture�s
instructions. After the f:nal caat is completed, the dry surplus hardener
sha�l be removed from the surfaces by scrubbing and mopping with water.
�N� 0� S�C�ION
C&� 0'� 13�8.01 Q D3300 -13
2002 Cast�in�Plac� Concret�
�
��
����iL1� � . � �
C ROUT
PAR� 1 - CENERAL
1.1 SCOP� 4� W�RK
A. Provide geout as shown on the Plans and as spec�ffed herein.
�. Grout shail be placed at the following lacations:
'1. ��uipment bases.
�. �r�undation grouting.
3. Wherever so indicated on the �lans.
C. '�i�e types of g�out used shall include the following:
1. �lon-shrink, epaxy type.
�. Non-shrinl�, non�metallic type.
3. Ordinary cement sand.
9.2 R��1i�D WO�1C i�N� SPEC�FICAiIONS
A. Section 033Q0: �ast�in��lac� Concrete.
1.3 R��E��NC�D STANDARDS .
A. RS�M C144 - Aggregate for tilllasonry Mortar.
B. A�iM C1 �Q a Portland Cement.
C. ASTi111 C1 D9 - Compressive Streng#h of Hydraulic Cement Mortars (using iwo
inch or fifty miflimeter Cub� Specimens}.
�. ASiM C191 � iime of Setting of Fiydrauli� Cem�nt by Vicat Ne�dle.
. �. C�D-��8� � Sp�cifications for Non-Shrink Grout.
e at�.
, �'. ASiM C33 � Standard S�ec�fcations fo� Concrete Aggr g
'!.4 SU�Ml�iALS
in addition to all ott�er approp�iate requirements of Section 01301, the CON��PoC�O�
s�all s�bmit #he followir�g:
A. �ecord i�ata:
1. 5ubmit copies of manufacturer's sp�cifications and installation
, instructions far all proprietary materials.
C&� 011358.01 � 03600 � '�
2aoz
Grout
,
,_ ��
B. Reparts ar�d Certifications:
1. For proprietary materiaEs, submit copies of reports on quality contral tests.
2. For nonproprietary materials, submit certification that materiats meet
speci�cation requirements. _ . -
1.5 �'�tODUCT ���IV�RY, SiORAGE Ah]D bANDLING
A. Delivery af Materials: Grout materials from manufact�rers shall �e delivered in
u�opened containers and shall bear intact manufacturer's iabels.
�. Storage of Materials: (�rout materials sha11 be stored in a dry shelter and shail be
protected fram moisture. .
�AR`T 2 � V��QDUCiS
�.1 MA�'�I�IA�S
A. Non-metaliic, 100 percent solids, high strength epoxy grout.
1. Use clean, well graded sand with epoxy resins suitab[e for use an dry ar
damp surFaces.
�. Product and Ma�ufacturer:
a. �uco High Strength grout by the �uclid Chemica� Company.
b. Sikadu� binMod Grout by Sika CF�emical Comp�any.
c. �i�►e 5tar �poxy G�aut by U.S. Grout Corporation.
�. Non�Shrin�, iVon��ieta0ic Crout: �
1. �re�mixe�l nan-sta�ning cementious grout req�iring only the addition of
water at the jobsite.
2. Product and Manufacture�:
a. �uco N�S by the Euclid Chemical Campany.
b. Masterflow 713 by Maste� �uilders Cam�ar�y.
c. �ive Sta� by U.S. Crout Corparaiion.
C. Ordinary Cement�Sand C�rout:
1. �xcept where ofherwise specifed, use an� part r.em�nt to three parts
sand complying witFi the following: �
a. Cem�n� ASTIIfl C150, Type ll.
b. �and: A�iil� C33.
c. �� �1ay compressive str�ngth o# 600D psi minimum.
�. W�ere water �epelling and shrinkage reducing requirements ar� shown or
speci�ed, us� admixtures.
3. Praduct and 1�ianufactur�rs: .
a. Infeg�ai Wat�epell�r by the �uclid Ghemical �ompany.
b. Omicron, Type Ofi!!i by Master Builders Cflmpany.
c. bydrocide Powder by Sonneborn�Cor�tech.
C&� 0'I 1358.010 03600 � �
�p0� Grout
D. Water:
1. Use clean, fresh, potab�e waterfree from injurio�s amounts of oils, acids,
alkalies or organic matter.
PARi 3 - �XECUTION
3.1 lNSYALLATION
A. GeneraL•
1. Place graut as shown in accordance with manufacturer�s instructions. If
manufacturer's ir�structions conflict with the Speci�cations, do not
proceed until OWNEFt or �NG1N��� provides clarification.
�. �rypacking will r�ot be permitted.
3. 1t shall be the GON��RC�4R's respansi6ility to obtain the �enrices af a
qualified, full time employee pf the manUfacturer to aid in assuring proper
use of the product under job conditions.
4. �lacing grout shall conform to temperature and weather limitations as
stated in manufacturer's instructions.
�. �quipment Bases:
1. After shimming equipment to proper grade, securely tighten anchor bolts.
2. Praperly farm around the bas� plates, allowing sufficient room around the
edges for placing the grout.
3. Adequate depth between the bottom of the base plate and tfie top of
cancrete base must be provided to assUre that the vaid is completeiy
flled with non�metallic epoxy grout.
C. bandrails and �ailings:
1, After posts have been pro�erly inserted into the hales or sfeeves, fill #he
� annular space between �asts a�d sleeve with tF�e non�sh�inic, non-
metallic grout.
2. �evel grout at juncture wiih post so that moisture flows away from post.
3. Side mounted handrails do rtot �equire grout.
�N� �� S�CiI�N
�
�
C&B 011358.010 036Q0 � 3
2D0�
Grout
� . �.
��i
SECTION 04065
MASONRY MORTAR AND GROUi
�ART 1 - G�N�RAL
1.1 5FC710N INCLU��S
A. Section includes mortar and grout fo� masonry.
� � 1.� ���Y�� S�C�IONS
A. Sectian 04820 � Reinforce� Unit Maso�ry Assembfies: �nstallation of mor#ar and
� grout.
� �. Section 08912 - Standard 5teel Doors and �rames: Grovting steel �flor frames.
t
1.3 Ft�FER�NCES
A. ASiM C 144 � Rggregate for Masonry Morkar.
B. ASTM C 1�0 � Portland Cement.
C. AS�M C 207 � �iydrated Lime for Masonry Pe�rposes.
�. ASTA+I C�7t� � Mortar far Unit Maso�ry.
�. �STM C 4U4 � �4ggregates fo� Masonry Grout.
F. AS�M C 4�'6 � Grout for �lasonry,
� G. AS�'M C 780 -�'reconstruction and Construction Evaluation of Morta�s ior �iain
. and Reinforced Unit Masonry.
� H. ASYM C 9019 - Sampling and iesting G�out.
I. ASTM C 1314 - Constructing and �esting Masonrjr ��isms Us�d to �etermine
Compliar�ce with Specified Compressive Stre�gth of Masanry.
J. ASiM C'13�1- �valuating Masonry �onrJ 5trength.
F�. MSJC Code d AC15301ASC� �f1 MS 4�2 0�uikding Gode �equiremer�ts for
Masonry Structures.
L. MSJC Specification � ACI �3Q.11AS�� fi1�M5 fiQ� � Masonry Structures.
C&B Q1 'i 3�8.010 0406� -1
2�02 Masonry fi+f9artar and Grout
�
Li
1.4 SUBMIiTALS
A. Samples: Submit two samples af martar, illustrating mortar color and color
rar�ge.
�. Design �ata: 5ubmi# design mix, indicat� Propartian or Praperty met�od used,
required environmental con�itions, and admixture limitations.
C. Test Reports:
1. Submit eeports on mortar indicat9ng con#ormance of martar to prop�rty
requirements of ASTM C 2�'0 and test and evaluation reports to
ASiM C 780 for aggregate ratio and water can#ent, air conter�t,
consistency and campressive strengtfz.
�. Submit reports on grout indicating canfiormance of graut to property
requirements of ASiM C 476 and test and e�aluatian reports to
�5�f�fi C � 019.
�. Manufacturer's Certifcate: Certify that products meet or exceed specified
requirements.
� .5 QUALIil( ASSURANC�
A. �ertorm Wor�c in accordance with the MSJC Cade and M�JC Speci�icatian.
1.6 �NVIR�NM�NiAL R�t�UIR�M�N�S
A, Maintain mate�ials and surraunding air t�mperatures to minimum �� degree.s �
prior to, du�ing, and 4� haurs after compfetion oi masanry worEc.
1.7 D��.IV��Y, �TOR,4��, AN� HAN��ING
A. Maintain packaged materials clean, dry, and protected against dampr�ess,
fr�e�ing, ar�d foreign matter.
PARi 2 � PR09UC�'S
�.Z iVIQRTAR AfV� NiAS�NRY �F�OUi
A. Mar�ufacturers:
1. Blue Circle Cement.
2. Gitade[ Cement.
3. C�'S Cement Manufacturing Co.
4. �a�is Colars.
�. Le�igh Portland Cement.
B. Medusa Cement Co.
7. Yexas Industries (TXI},
C&� 01'i358A10 04065 � 2
2pfl2 Masonry M�rtar and �raut
��' �
�. ihe Quikrete Companies.
9. Solamon Colors.
_ 10. Southern �rnuts and Mortars.
�.2 COMPON�NiS
A. �ortland Cement: RS�M C 150, �ype I, gray or white color as required to
achie�e specifed mortar color.
B. fVlbrtar Aggregate: ASTM C 144, standard masonry type.
,� C. Hydrafed �ime: ASiM C�Oi, iy�e S.
�. Grout Aggregate: P►Sill� C 404, fine and coarse.
�. Water: Clean and potable.
�. �Vlortar Color. Mineral oxide pigmen#; calor as selected. Maximum three percent
by weig�t �'ortland Cem�nt content.
;-r G. �umping Rid: Liquid type.
b. �xpansive Agent: L iquid type.
2.3 MIX�S
A. Mortar �1lixes:
_ '1. flllortar F or Stnactural Rliasonry: .AS�M C�70, iype S using #he
- �ropartian specifcation.
2. Mortar For Non�Structural Masonry: ASiM C 2�'0, �ype N using the
PPoportion specification.
} 3. �ointing Mortar. ,4S��19 C�70, Type N using the Proportion specificatior�,
with maximum finro percent ammonium stearate or calci�am stearate per
s cement weight.
�. Mortar �flixing:
1. �'horoughly mix mortar ingredients in accordance with ASiM C�70 and
ASTM C��0 in quantities needed for immediate use.
�. Achie�e uniformly damp sand immediately befare the mixing process.
3. Add mortar color and admixtures in accordance with manufacturer's
ir�struetions. �rovide uniformity of mix arrd coloration.
4. Do nof use anti-freeze compounds to lower the freezing point of mortar.
5. If water is lost by evaporation, retemper only within two l�ours of mixing.
6. Use mariar within fr+vo ho�rs after mixiRg at temperatures of 80 degrees �,
or two�and-one-half hours ai temperatures under 50 degrees �.
C. Grout Mixes:
C8� 0'f 13�8.01 D 04065 a 3
ZOQ� Masonry Mortar and Grout
�. �
1. Grout �or Non-Structural Masonry: 2,000 psi strength at 28 days; 8 to
11 inches sl�mp; mixed in accordance ►n�ith ASiM C 476 fine grout.
Z. Crout for Structural Masanry: �,000 psi strength at 28 days; S to
'{ 1 incl�es slump; �nixed in accordance with ASYM C�476 fine grout.
D. Grout Mixing:
1. Thorougfi�ly mix grout ingredients in q�antities needed far immediat� use
in accordance with ASiIUI C 4�6.
2. Add admixtures; mix uniformly.
PAI�`� 3 � E7C�CU�ION
3.1 �XAi1��NRiION
A. Request inspec#ion of spaces to be grouted.
3.� PREPARAYI�N
A. Apply banding agent to existing concrete surfaces.
3.3 F'I�L� G1UA�ITY CONTRO�
A. �esting of Mortar fV1ix: In ac�ordance wit� ASYM C 780 for aggregate ratia and
water co�tent, air conter�t, consistency, and compressive strength.
B. Testing of Craut Mix: In accordance with AS�M C 1099 for compress9ve
strength, and in accordance with A��M C 143 far slump.
C. iest #lexu�al bond strength of mor#ar and masonry units to ,�S�'M C 1357; test in
conjunetion with masonry unit sections specified.
�7. Test compressive strength of martar and m�sonry ta AS�M C 1314; test in
accordance with mas�nry unit sections specif�d.
3.4 MO�iRR CO�O� SCF�EDU��
A. �rey Golor at ChAU.
�ND �� S�CiIQN
C&� 01 'I 358.010 0406� � 4
2Qa2 Masonry Mortar and Crout
�
� �, r
s�c�ioN aaszo
��INFO�C�D UNiT MASONRY ASSEMBtIES
QARi 1 - G�NERAL
1.1 S�C�IQN INCLUDES
1.2
i.3
A. Section includes concrete masonry units; reinforcement, ahchorage, and
accessories far reinforced unit masonry walls.
R�LA���} SECYI�NS
R. Sectior� 0320D - Concrete Reinforcement. �
B. S�ction �4�65 � Masonry IV�artar and (�rout: Aflorkar and groui.
C. 5ectian Q�SQQ �- iViiscelianeo�s Metal �abrica�ions: Rroduct requirements for
loose ste�l lintels and fabric�ted s#eel it�ms, for placement by #his sec�ion.
R�FER�NG�S
A.
�3.
C:
D.
�.
�.
C�.
H.
ASTM R 1531A 1�3AA -�inc Caating {Hot Dip) on lron and S#eel Harc#ware.
ASY'M A 6151A 61 �M - Deformed and Plain �illet Steel �ars fa� Concret�
Reinforc�m�r�t.
ASihli A 641 -�ino-Caated (Galvani�ed} Carban St�ei Wire.
ASYM A 9�1 - Nlasanry Joint Reinforcement.
ASiM C 9p -�oad-�eari�g Concrete Maso�ry Uniis.
ASTfVi C'!40 � Sampling and i�sting Goncrete Masonry Uni#s.
MSJC Code � kCl 5301A5CE ��T'fViS 40� p�iuilding Cade Rec�uirements �o�
fNasonry �tructuPes.
�iSJC Specifica#ian � ACI a3D.11A5CE 6Fi�liS 6�� - Masonry 5tructur�s.
1.4 SU�MI�'T�►LS
A. Shap Drawings: Indiaate bars si�es, spacings, locations, r�in€orcement
quantitie�, b�nding and cuttir�g scheduies, suppor#ing and spacing devices gar
reinfvrcement, and �cc�ssaries.
B. Product Data: Submit data fo� masor�ry units and fabricate� vuir� reinforcement,
wall ties, anchars. and other accessaries.
C&B Q'! 1358.Q10
zooz
04820 -1
Reinfarced Unit Masonry Assemblies
�1
C. Samples: Submit four samples of c#ecarative bloc� units t� illustrate color,
texture and extremes of colar range.
D. Manufacturer's C�rtificate: Certify that products meet or exceed specified
requirements.
1.5 (�UALITY ASSURANCE
A. Maintain one copy of each document an site.
B. Instafier Qualifications: Company specializing in pertorming Wor1c af this section
with minimum thre� y�ars d�cumented experience.
1.6 CO�RDINAT{aN
A. Cacrrdinate masonry work with installatiori of wir�dow a�ct door anchors.
F'ARi � - �RODUCTS
2.1 R�INFORCED UNSi MAS{]NF�Y ASSEM��I�S
R. Manufacturers:
1. �est Biock Co.
�. Betca �fock & �'roducts, Inc.
3. ��atherlight.
4. Oldcastle Archit�cturaf Products.
5. Shiely Miasarrry Products.
6. Solite Carp.
7. Yrenwyth lndus#ries, Inc.
�.� COMPONEiVTS
A. F4ollow �oad R�ari�g Concrete N�aso�ry Units (CiwU}: AS�M C J0, '�ype I�
Al�oistur� Controlled normal weight.
1�. Solid �aad��earing Concr+�t� M�sonry l)n�ts (CMU): RS7M C 9D, �y�e I�
Moisture Controlled narmal w�ignt.
2.3 ACC�SSORI�S
A. Single Vllythe Joint Reir�foecement� Ladder type; steel wire, hot c�ip ��Ivani��d i�
ASiNi �A 641 Class 3 a�t�r fabrication, cold drawn �#��l wi�� canfarming to
ASiM A 9�1, 3I16-inch sid� rods with 9 g�g� crross ties.
�. R�inforcing Ste�l: ASillfl A 61�IAB45M, SO �si yield grade, d�forme�f biN€t bar�,
uncoat�d fin�sf�,
C. Watl i��s: �ormed ste�l wire, 114-inch thick with 12 gag� hackup plate designed
#or fasten9ng to bac�up materiat, adjustable, hot diQ galvani�ed to
ASTNi A 9531A1�3Ni �� �nish.
C&B 011358.01 Q �4�20 - 2
2002 Reinforced Unit Masonry Assemblies
�
���
D. Weld on Ties: 'i14�inch d�ameter i�y 9 inches galvanized to ASTM A 9�31A 153M
B2 finish. Use with vee wali tie, 114-inch diameter wire, galvanized ta
AS�M A 1531A 1�3M B2 firtish.
E. �Anchor Bolts: �fead�d J-shaped or L-shaped size and spacing as indicaied on
Drawing or 11�-inch diameter at 24 inches on center if not nated on Drawing. bot
di�ped galvanized cvating as per AS`fM A 123.
�. Mortar and Grout: As specified in 5ectiQn 0406�.
G. �I�xibl� �lashir�gs: �ully adhered, self-sealing, sel��heating, cald applied,
composite flexibie flashing; 40 mil thickness.
1. Acceptable Product: P�RM-A �A�RI��, as manufactured by W.R.
�race Construction �roducts.
�. S�abst�tutions permitted under provisions of Section 0163D.
Fi. Stainiess Stee1; AS�'�li A fiBfi, iype 3�4, �6 gage. �ravide stainless s#�el
fiash�ng with iormed drip �t t�rminations of fiexib�e flashings.
L �ermination �ar: Aluminum, fi063 ailoy, mill finish. (Vominal .09 inch thickness
with 45 clegree angles top far seatant applicatian.
J. L�p S�alant: Acrylic type as specified in Sectian 07920.
K. �Peformed Control Jaints: Rubber material. Pro�ide with comer and tee
accessnries, cement fuse� jaints.
�. Joint Filler: Closed cell rubber; oversi�ed 50 pero��t to jo�nt width; s�lf
expanding; maximum ler�gths.
M. �uilding Pap�rlMoistur� �3a�rier: �qual to "Vycor Ultra" as manu�actured by the
W.�. C�raoce Company.
N. R�ailing Strips: Softwood, pr�servative tr�at�d fnr �oisture resistanc�, dovetail
shape, si�ed ta masanry jaints.
,
'. O. Waeps: Preformed c�ll ��nts, honeycomb design; 2�112 i�ch height.
� 1. Acceptable ��oduct: G3u�dro-Vent, as manufactured by Hohmann &
. Bamard.
�. Subs#itutians p�rmitted und�r pro�isions of S�ction 0163D.
�
P. Ct�aning Solution: iVanacidic, nat �armful to masonry work or adjac€nt
materials.
Q. Steel �intels. Si�e as indicated, hai-dip gal�ani�ed.
F R. Multi��'ly Membrane: Equal to "iherm�A-�ar�ier" by ti�e W.R. �race Company.
S. Waterproafing: Trowel an cemer�titious waterproofing as per Section 07165.
� C8�B 011358.01 Q 04�20 - 3
2fl02 Reinforced Unit Masonry Assemblies
��
PART 3 - EXECUiION
3.1 EXAMINATION
3.2
3.3
A.
B.
C.
Verify that �ield conditians are accep#able and are reacly to receive work.
V�rify items provided by other sections of wor�c are properly siz€d and focated.
Verify that buiit-in items are in praper lacation, a�d ready for roughing i�to
masonry� work.
�R�PA�A i RON
�
:
�irect and caordinate placement o# metal anchors suppli�d to other Sections.
�'ravide t�mparary br�cing during instalEatian of masonry wor}�. Maintain in place
until building str�cture provides permanen# support.
INS�ALLAi40N
A.
B.
�stablish lines, feveis, and caursing ir�dicated. Rrotect from displacement.
fViaintain masonry courses to uniforrn dimensian. �orm bed and head joints af
uniform thickness.
C. Caursing of Concrete Masanry Units:
1. �ond: Running.
�. Caursing: Or�� ur�it and ane �nortar jaint to equal 8 inches.
3. iworfiar Joints: Cancave.
9. Placing And �onding:
1. �ay salid masoflry uniks in full bed af mortar, with full head joints.
�. Lay haflow masonry units with face shell b�dding or� �ead and b�d joints.
3. �uttering cornees of joints or excessiw€� furrowing of mortar joints a�e nat
p�rmitted.
4. �ernov� �xc�ss mortar as Vldork p�ageess�s.
�. �o not shift or tap r�naso�ry unit� aft�r martar has achieved initial s�t.
Wh�re adjustm�nt must b� mad�, remove mor��� �r�d r��lace.
6. Per�orm jab sit� cutting of m�sonry units varith prap€;r tools to provide
straight, cl�an, unchippe�l edg�s. �revent broken masonry unit comers
or edges.
�. Cut ma�ta� jaints flush wher� wall tile is sc�edu[�d, c�ment parging is
required, resili�nt I��se is schedul�d, Cavity insufation vapor t�arrier
adhesiv� is ap�lie�1, or �itum�n dampproafing is applied.
8. lsalate masonry firom �erticai structural framir�g members with movement
joint as indicat€d.
9. Isolate tnp of masonry fram hori�antak structural framing members a�d
slabs or d�:cl�s with compressible �oint fiiler.
�
C�� 01135�.01 Q 04820 - 4
2pp2 Reinforced Unit Masonry Assembfies
�r �
�. Weeps and V�nts: Provide weeps and vents in out�r verteer at 16 inct�es o�
center horizontally above through-wall flashing, above shelf and lintel angles, and
at bottom of walls above finish grade. .Grout cavity ful! betwe�n wyt�es, beiow
flashing and weep holes when finish grade occurs above masonry ledge.
F. Cavity Wall: Do not p�rmit mortar to drop or accumulate into cavity air space ar
� to plug w�eps. Build inner wythe ahead of outer wythe to recei�e cavity
insulatEon and airlvapor barrier adhesi�e.
G. Jaint Reinfarcement And Anchorage - Single WytF�e Masonry:
1. Instal! harizontal joint r�info�c�ment 16 inch�s on cent�r.
2. Place masonry joint reinforc�ment in first and second hori�ontal joints
abov� and belaw openings. �xtend minimum 16 inches each side af
opening.
3. �lac€ jaint reinf�rcement ca�tinuous in fiirst �nd second joint b�low top of
walls. �
4. �ap joint reinforcem�nt ends minimum 1� inches.
Fi. Ja+nt Reinforcem�nt And Anchorages � Cavity Wall IViasor�ry:
i. Install horizonta! joint �einfiarcement 16 inches on c�nter.
�. Place joint reinforc�ment in frst and second horizontal joints a�ove and
below apenings. �xtend minim�m 96 inci�es each side of opening.
3. Place joint reinforcem�nt continuous iri �rst and s�cond joEnt below top of
walls.
4. Lap joint reinfor�em�nt ends minimum 12 inches.
5. �mbed anchors in cancr�te. Attach anchors ta structural steel members.
Emb�d anchorages in every second block joint.
�, l. a�infarcement A�d Ar�chorages � Multi�le Wythe Unit Niasc�nry:
1. Install hori�ontal joint ��info�cemen# 16 inch�s on cent�r.
._� ' 2. Place masanry jant r�inforc,�m�nt in first and second hari�onta! joints
;: above and b�low c�penings. �xten� minim�m 16 inches each side of
ope�ing.
� 3. �lace �aint rei�forcement continuQus in frst and secand joint below tap of
walls.
� 4. Lap jain# reinfarcement ends minimum �� inches.
�- �. Support and secu�e reir�f�rcir�g ba� f�am displaeoement. Nlaintain pasition
, within 11�-inch of dim�nsior�ed positian.
` 6. �mbed a�chors em�edded in concrete or aftached to structural steel
, m�mb�rs. Embed a�cFia�ages i� e�ery secand black joint.
J. ARasonry �Lashings:
1. �xkend flashings hori�antaily tF�raugh autee wythe at foundaiion walls,
abave I�dge or shelf angles and li�tels, under parapet caps, and at
bottom of walls, and turn down or� outside face 4o form a drip.
�. Yum flashing up minim�am � inches and anchor with termination bar and
mastic bead.
3. �ap end joints minimum 12 inches and seal wat�rtight.
4. ium flashing, fold, and se�l at corn�rs, bends, and interruptions.
C8�B 011358.010 04820 - 5 -
2002 Reinforced Unit Masonry Assemblies
�_6
F�.
L.
Stainless Steel Flashings: �'rovide stainless steel flashing with farmed drip at
terminations af flexible flashings_ Seal iaps in stainless steet flashings in sealant.
Lintels:
1.
2.
3.
4.
5.
6.
7.
�.
9.
14.
�1.
12.
I�stall loose steel lintels over openings.
Install reinforced unit masonry lintels o�er openings wh�re steel or
pr�cast concrete 19ntels are not scheduled or indicated.
openings Up �a 4�, inch�s Wide: Piace two, Na. �4 �einforcing ba�s 1
inch from hottam web.
Dpenings From 42 inches Up To �2 inch�s Wide: Place tw�, No. 5
reinfarcing bars 1 inch fram bflttom web.
Openings Ov�r 72 inch€s: Reinforce apenings as indicated.
�o not splic� r�infarcing bars.
S.upport and secure r�inforcing bars from displacement.
Place and consolidate grout fill withaut cfispiacing �ei�forcing.
Allow masanry lint�ls ta attain specified strength b�far� r�moving
temporary supports.
Maintain minimum � inch bearing for ste�i lint�l an �ach side af opening.
�ravide 31�-ir�ch ga� betw�en each end of lintel angle and adjacent
masonry for #h�rmal expansion. Maintain gap with the use af an
expansifln �oint fitl�r held 11�-inch in from exterior face af masonry ta
accept sealant.
�ro�fde slip pfar�e membrane between lint�l bearing bottom and top of
supporting masonry foP th�rma! ex{�ansion.
M. Grouted Gamponents:
1. Reinforce band beam as indicate�d on drawings
�. Reinforce pilas#ers as indica#ed ori drawings.
3. Lap splices bar di�meters required by cade.
4. Support and secure reinforcir�g bars fram displacem�nt.
5,- Place and consolidat� grout filk withaut displacing reEnforcing.
6. At bearing Iocations, filt masonry cor�s with grout for a minimum
24 i�ch�s eithe� side af ap�ning.
N. Reinforced M�sonry:
i. Lay masanry unit� with cefls �erticaily aii�n�d and cavities between
wythes clear of martar and unabstruct�d.
2. Plac� reinforcin�, eein�o�cemer�t bars, and gro�t �s i��icated.
3. SpEice �e9nfo�c�m�nt in accordance wikh Section 43�00.
4. Suppork and s�cur� r�inforc�m�nt #'�om displacem�nt.
�. Plac� and consalidate grau# fill wifih€�ut displacing �ei�forcing.
O. Control an� �xpansion Joints:
1. _ po not continue hori�on#ai joir�t r�infarcement through cont�ol and
exp�nsion joints.
�. Install preform�d control jaint d�vice in 24 inct� I�ngths.
3. Si�e cantrol joint in accordanc� with Section 07920 for sealant
perfiormance.
4. . Form expansian joir�t by omit�ing mortar and cutting unit to form an open
� space.
C&B a1'5358.01a
2002
04820 - 6
Reinforced Unit Masonry Assemblies
�
�'r
P. Built-In Worfc:
1. As war�t progresses, instail built-ir� rr��ta! daor and glazed frames,
fabricated metal frames, window frames, woflc! nailing strips, anchor
bpit5, plates, and other items to be lauiit-in wark and furnished by other
sections.
' 2. Install built�in items plumb and level.
3. Bed anchors of inetal door and gla��d fram�s in adjace�t mortar joirits.
Fill frame voids �olid with grout or mor#ar. Fill adjacent masonry cores
with grout minimum 24 ir�ches from #ramed openings.
4. Do not build in materials subject to deterioration.
Q. C�rtting And Fitting:
1. Cut and fit for chases, pipes, conduit, sleev�s, �nd graunds. Caordinate
with other sections of work to pro�ide correct si�e, shape, and location.
�. Qbtai� approval �rior to cutting or �ttirig masonry work not indicat�d or
wher� appe�rance or strength of masonry wor� may be impaired.
�. Dampproofing: Provide trow�! applied cold asphalt bituminous damp�roofing
where shown. Apply con#inuaus o�er �ntiee �xterior face af concrete m�sonry
unit bac� up wall wh�re brick or other masonry veneer is present. Continue
dampproofing beyor�d concrete masonry, units to also cover pourecl�in�place
concrete footing, beams and stem walls.
,-�. �.� ���c�ior� Yo���anrc�s
A. 1119aximum Variation i�ram ,4lignment af Columns and PElasters: 114-inch.
�. fVlaximum Variatian �rom [init to Adjacent Unit: 1116�inch.
C. Maximum Var3ation frnm �lan� of Wall: 114-inch in 10 feet and 11��inch in 2Q feet
or more.
�. flli�ximum Variation from Plumb: 114�inch per story nor�cumulative; 11�-inch in
two staries or mare.
�. iVlaximum Va�iation from ����I Coursing: 11��inch in 3 feet �nd 'f14-inch in
;- 'id feei; 1!2-inc� in 30 feet.
�. �Uiaximum V�riatifln of Joint T'hicknes�: 11�ainch in 3 feet.
C, f�lliaximum Variation from Crass S€ctional ihic�ness of Walls: 114n�nch.
H. Maximum Variation for Steel Reinfarc�m�nt:
1. Pfus or minus 11�-inch when distance from cer�terline af steel ta oppasite
�ac� of masonry is 8 inches or less.
2. Plus or minus 1 inch when the distance is betw�en � and �4 inc�es.
3. Plus or minus 1�1/4 inch when th� distanc� is gre�ter than 24 inches .
4. Plus or minus 2 inches from the location along the fac� af the wall.
C8�B 01135�.010 04�20 - 7
2002 Reinforced Unit Masonry Assemblies
t�
3.5
3.f>
FIELD QUALITY CONTROL �
A. Concrete Masonry Units: Test each type in accardance with ASiM C 140.
CL.EANING
A. Remo�� �xcess mortar and mortar smears as wark progresses.
6. Replace defective martar. Match adjac�nt work.
C. Clean sailed surtaces with cleaning salutian. -
�. Use non�metallic tools in cleaning operatians.
�. �roducts containing acid in any #arm shaN not be allow�d for cieaning.
ENb O� S�CTIOIV
c&B o�� s5s.a� o o�azo - a
2D02 Reinforced Unit Mas�nry Assemblies
��
�� �
SECiiON 05500
MISC�L�AN�OUS M�iAL FABR1CATlONS
PART 1 - G�N�RAL
1.1 SCOPE O� WO�K
A. Shop �abricated ferrous metal ar�d aluminum items.
1.2 R�LAi�D S�C�ION�
A. S�ction 05530 � Gratings and Flvor Plates.
' � 1.3 RE�ERENC�S
A, ASiM A3fi - Struct�ra! Ste�l.
�. ASiAA A53 � bot-�ipped, �inc Coated Welded and Seam�ess Steel �ipe.
C. �►S�M A123 ��inc {Hot�Calvanized) Coatings on �roducts �'abricated From
° Rolled, Pressed and Forged Steel 5hapes, Plates, Bars and Strip.
, �
�. RS�M A1�3 a�inc Caating (Hot-Dip) on tron and Steel Hardware.
i E. ASiM A��3 - Carbon Steel Plates, Shapes and �ars.
� �. AS7M A30� - Carbon Steel �xterinally ihreaded Standard F'asteners.
+� G. AS�M R32� -�iigh Strengih �olts far Structural S#eel Joints.
�I. ASTM A386 ��inc�Coating (bot �ip) on Assembled Steel P�oducts.
d
l. RS�M A�00 - Cokd��ormed Welde�d and Seamless Carbon SteeE Structural
i� Tubing in Round and Shapes.
J. ASYM A501 � F�at-�ormed Welded and Seamless Carbon Steel StruetuPal
` �ubing.
' K. ASTM 8177 � Chromium �lectroplating on 5teel for �ngineering k�se.
�. AS f M�209 � Rluminum Alloy Sheet and Plate.
M. ASiM �211 � Aluminum Alfoy �ars, Rods and Wire.
' N. ASTiV3 ���1 - AlumiRum Alloy �xtruded �ars, �ads, Wi�es, Shapes and �ubes.
O. AWS R2.D � 5tandard Welding Symbols.
C&� 0113�8.010 0��00 -1
2002 Miscellaneous Metai Fabrications
�
P. AWS D1.9 - Structural Welding Code.
C�. SSPC � SteeE Structures Painti�g Council.
1.4 SU�MI�iALS �
A. Submit u�der provisions of Yhe City of �ori Worth Material and Canst�uction
Specifications.
�. Shop Drawings: Indicate profles, sizes, connection aftachments, reinforcing,
anchorage, size and type of fasteners, and accessories. Include erection
drawings, elerrations and details where applicable.
C. Ir�dicate welded connections using standa�d AWS A2.0 welding symbols.
lndicate net weld lengt�s.
1.� FiELD M�ASUR�M�NTS
A. Verify measurements indicated on �rawings and other field measurements
neces�ary prior to preparation of shop �lrawings and fabrication.
PA�� 2 - �RODUCiS -
�.� MA��RIALS �
A. 5teel Sections: ASYM A36.
�. Steel Tubing: ASiM A500, �rade �. �y � 4B ksi.
C. St�el Pfat�s: AS7M A283.
p. Steel Pipe: A�T'M A53, Crade �, Schedt�le 80 �nless otherwise noted.
�. Aluminum Extrud�d Shapes and iubes: ASYfw �221.
F. Aluminum Plate and Sheet: AS�'M �209.
G. Rluminum �ars, Rods and Wire: ,4SiM 8�11.
H. E�olts, Nuts and Washers: AS�f�i A32�; s#ainless steel, Type 304 for aluminum
and gaivani�ed components.
I. WeEding Ma#erials: AW5 D1.1; type required fo� materials being welded.
J. Surtace Preparativn, Shop and `�ouch�Up �rime�: In accordance with 5ection
099'i 0.
C&B Q11358.010 aS�Ofl � 2
�oo� Misceilar�eous Metal �abrications
-�
�' r
�
I C'-
� �.3
�
,
i,
�,
FABRICATION
A. �it and shap ass�mble in largest practicable sections, for delivery to site.
B. V�rify dimensions on site prior to fabrication.
C. h abricate items with )oints tightly fikted ar�d secured.
�. Contir�uously seal joirred members by cantinuo�s welds unless otherwise not�d.
Welding for aluminum ladd�rs shall conform to AA SAS-30-1982.
�. G�ind exposed joints flush and smooth with adjacent �inish stirface. Make
ejrposed }oints butt tight, flush and hairline. �ase expvsed edges to small
UCIIfORYI P��ILlS.
�. �xpose� Mecf�anical Fasteners: �lush oounte�sunk sGrews or bolts;
unobtrusively located; cansistent with design of component, except where
specifically noted otherwise. �
G. Supply components required for ancharage of fabricatians. �abricate anchors
a�d related components of same material and finish as fabrication� except where
spec�ca�ly nated otherwise.
�INISH�S
A. Clean sur�aces of rust, scale, grease and %reign matter pnor to finishmg.
�. �o not shop prime sur#aces where field welding is required.
C. �alvani��d it�ms ta minimum �.0 ozlsq. faot �inc coating in accordance with
ASiM A3�B.
�. �rovide a bituminous coating or other suitable protection where aluminum comes
in coniact with steel, concrete or other dissimila� materials.
I�A��' 3 - �X�CU�tON
3.1 EXAMINAiION
A. Verify that field conditions are acceptabl� and are ready to �eceive work.
�. �eginning of installation means erector accepts existing conditions.
3.2 �'RE�ARAiION
'� A. Clean and stnip prsmed steel items ta bare metal where site we�ding is required.
. C&� 019 3�8.010 0�500 � 3
20�2 �lliscellaneous Metal �abr�caiions
I �
�. Supply items required to be cast into concrete or embedded in masonry with
setting templates, to appropriate sections.
3.3 lNSiA��.ATI�N
A. Install items plumb and level, accurately �itted, free from distarkion or defects.
�. AElow for erection loads, and ior sufficient temparary bracing to maintain true
aligr�ment until completion of erection and installation of �ermanent attachments.
C. � Field weld components indicated on Drawings.
�. �erform field welding in accordance with RVi1S �1.1.
�. Bbtain OWNER's or �NCIN���'s a�pro�al prior to site cutting o� making
adj�stmen�s not scheduied.
�. After erection, prime weids, abrasions and surfaces not shop primed or
galvanized. •
3.a �R�CiION �OL�FtAIVC�S
R. Maximum Variation From Plumb: 1/4 inch per 10 feet, non�cumulaiive.
�. Maximum Offset �rom �'rue Alignment: 114 inch.
�ND O� S�CYION
C8�� a11358.010 05�Od � 4 ,.
�002 Miscellaneous Metal Fa�rica#9or�s
,d
�--
;i �
SECTION 0�501
ANCHOR BOLTS, �XPANSION ANCHORS AND CONCR��E 1NS�RTS
PART 1 - G�N�RAL
1.1 SCO�� OF WORK
A. �'rovide anchor bolts, �xpansion anchors and concrete ir�serts for eqUipment and
metal fabrication as specified or shown on the Plans, including, but not limited to:
1. Hange�s and brackets.
�. �quipment.
3. �rating and floor plate.
�. This 5ection inckudes all bolts, anchoPs and inserts required fo� the Wor� but �ot
specified under other sections.
R�LA��D WORK AN� SP�C{FICATIONS
� 1.2
I I �
�
I Y �
� � �
� � �
i �
A.
�.
Section 055�}0 - Miscellaneous Metal �abrications.
Section 0553D � Gratings and Floor Plates.
1.3 QUA�IYY ASSURANGE
A. Ref�erenced S#andards: �
1. ASTM A307, Carban Steel �xtemally and Intemally'�hreaded S#andard
Fasteners.
�. .� AS�M A320, Alloy-Steel �a3ting Materials for Law-iemperature 5ervice.
1.4 SUBMI�RLS
A.
�
Samples: Submit the foslowing:
'k, Representative samples of balts, anchors and inserts as may be
requested for re�iew by the OWN�R or �NCEN��ft. Review wifl be for
type and finish only. Compliance with all other requirements is the
exclusive responsibility of CONiFZACiOR.
Shop Drawings: Submit the following in accordanca with City of I�art Worth
Material and Canstruction Specificatior�s:
1. Setiing drawings and templates for location and installation ofi anchorage
devices.
2. Copies af manufacturer's spec;fications, materials, load tables, dimension
diagrams and i�stallation instrvctions for anc�orage �evices.
C&� 0113�8.010
2002
0��(�1 � 1
RnchQr �alts, �xpansion Ancho�s Rnd Concr�te Inserts
I i �
PARi 2 - PRC}DUCTS
2.� ❑�51GN CRIiERIA
A. When th� size, Eength or load carrying capacity af an anchor bolt, expa�sion
anchor or concreie insert is �ot shawn an the Plans, provide tf�e size, fength and
capacity required ta carry the design load times a minimum safety factor of four.
�. �etermine design loads as follows:
1. For equipment anchors, use the design 4oad recommended by th�:
manufacturer and approved by the OWN�R or ENGINE�Ft.
�. �o� pip� hangers and supports, use or�e half t�e total weigh# of pipe,
fittings, valves, accessories and wate� contalned in piQe, betwe�n the
hanger or support in question and adjacent hangers and supports on both
sides.
3. Allowances for vibration are included in the safety factor specified above.
2.2 iNAiERIA�S
A. Anchor �olts:
1. �'ro�ide balts cQmplying with ASTM A3�0.
2. In buried or submerged Eacations, provide stainless steei bolts camplying
with AS f Nf A3�0, RISI �ype 316. Other AI51 types may be used sub�ect
ta OWN�R's o� EN�IN��R's approval.
�i. �xpansion Anchors:
1. �inc ptated anchors complying with AS�M A320, RISI i'yp� 316. Other
AI51 types may be used subjec# to �NGIN��R's approval.
�. 5ize requiPed for the cancret� strength specified.
3. S#ud type (male thread) ar flush type {female thread), as required.
4. U� or �I� approved,
5. In bu�ied or submerged locations, pro�ide stainless steei ar�chors
complying with ASTfII� A3�0, AISI �ype 316. Other AISI types may be
used, subject to OWN�R's or �NCIN��R's appra�al.
6. �rod�ct an� Manufacturer: F�rovide anchors by one of the following:
a. Motly �ivision of USM Corporation.
b. �ilti, lncorpo�ated.
c. Or appro�ed �quivaient.
C. Ad�esive Anci�ors (capsule anchoYs). Rdhesive anchors shail consist of all�
thread a�chor rod, nut, wasf�er, and adhesi�e capsule. Anchor �ads to be
manufactured from:
1. N�aterials meeting the requirements of AS�M A36.
2. AISI 414�, 4142, 4140h1, O� 41��H meeting the requirements af P►S�M
A193, Grade ��7.
3. �AISI 316 stainless steel which meets the requir�ments of ASiM F593�80.
Anchor roc�� shali ha�e rolled threads. �he adhesive capsules used shall
C&� 0113�8.010 05�01 � 2
�Qp2 Anchor �olts, �xpansion Anchors And Concrete Inserts
r�
contain a r�inyl�ster resin, quartz and aggregate and hardener as equal to
the Hifti HEA adhesive capsules or Mally Parabon� capsule anchor.
�. Cancrete lnserts:
1. �'or piping, grating and floor plate, provide mallea�le iron i�se�ts.
2. Pravide those recommended by the manufacturer for the required
loading.
3. Finish sha11 �e blacl�.
4. UL and �M a�proved.
5. �roduct and Manufacturer: �rovide one of the following inserts:
a. IN Grinnell, �igure ��2.
b. Hohmann and �amard, Inc., No. 380.
c. Or a�pro�ed equi�aient.
�. �ow�er actuated fasteners and ot�er types of balts and fas#eners nat specified
herein shaA not be used �niess approved by OWNER or ENGIN��R.
5 PAFtT 3 - �X�CU�ION
� 3.1 1NSiALLAiION
, "_
C
�
D.
�.
Drilling equipment used ar�d installation of expansion anchors shall be in
accordance with manufacturer's instructions.
A.
Assure that embedded iiems are protected from damage and are not filled in witf�
concrete.
C. �xpansion anchors may be used fiar hanging or supporting pipe two inches
diameter and smaller. �xpansion anchors shall not be used for larger pipe
unless otherwise shown or ap�roved by the OWNFR or �NGIN�ER.
Use concrete inse�ts far pipe hangers and supports for the pipe size a�d laading
recommended by the insert manufacture�. �
Unless otherwise shown or approv�d by OWN�� or �NC1N��R canform to the
following for expansion anchors:
1.
2.
3.
4.
C&1� 011358.010
200�
Minimum embedment depth in concrete: �ive diameters.
Minimum anchor spacing on centers: ien diameters.
Minimum distance to e�ge af cancrete: �ive diamete�s.
Increase dimensions abo�e if required to de�elop the required anchor
load capacity.
05501 n 3
Anchor �a1ts, �xpansion Anchors And Concrete Inserts
L�
3.2 Cl.EANING
A. After emb��ding concrete is placed, remove protection and clean bolts and
inse�ts.
�NC7 O� S�CTION
m
C&� a11358.01 Q d�501 - 4
�pp� Anchor Bolts, �xpansion Anchors Rnd Cancret� Inserts
!l
�'
SECTI�N 05530
Gf�ATINGS AND FLOOR P�AY�S
PAR� 1 - ��N��L
1.1 S�CilON INCLUD�S
A. Section includes formed metal gratings; flai st�rfac� floar plati�g and perimeter
closure.
� 1.2 F�ELAT�� S�CYIONS
A. Section 0�50Q - Metal Fabrications.
1.3 R�FER�N��S �
i A, ASTM A 36lA 3fi11A - Carbon Structural 5tee�.
B. ASifVI A 123IA 1�3M -�inc (bot�Dip Galvanized} Coatings on !ron a�td Steel
�- �roducts.
' C, ASTM A 6531A 653M � Steel Sheet, Zinc�Coated (Ca�vanized) or �inc 1ron Alloy�
, Coated (Galvannealed) �y the Hot �ip Process.
�. ASTM A 666 — Annealed or Cold Worked Aus#enitic Stainless 5teel Sheet, Strip,
Plate, and l�lat �ar.
�. �. ASTM A 1011 - Steel, Sheet and Strip, �iat�F�olled, Carbon, Structcaeal, h�ighm
Strengt� Lorw�Alioy ar�d High�Strength I�ow�Alloy vwith lmpro�ed �armability.
ir
_, F. A5�'M � 2111��11 M� Aluminum and AfuminumpAlloy �ar, Rod, and Wire.
1 C. ASiM � 2291�?...�1 iN - Aluminum and Aluminum-AI4oy �xtruded �ars, ��s,
� Wire, �rofiles, and �'ubes.
b, AWS f�.4 � Standard Symbols fo� Welding, �razing and Nondestructive
�xamination.
�,. I. RWS �1.1 - Structural Welding Code.
� J. AWS �7.2 d Structural Welding Code - AlUminum.
� K. NAAMM M�G �31 p iVietal gar �rating Ma�ual.
L. N,�AMM M�3G 532 � Heavy �uty M�tal �ar Grating Manual.
C&� 011358.01 U 05530 -1
2��� Gratings and �'loor Plates
� .. ��
M. SSPC - Steel S#r�actures Pa9nting Manual.
1.4 PE�tF�RMANCE R�QUIR�M�NYS
A. Canform ta applicabEe code for applicable loads.
B. �.flad Desfgn: NAAMM Metal Bar ��ating Manual.
C. �esign i�ive �Pedestrian} �oad: Uniform load of 1Q0 pour�ds per square foot
minimum; concentrateci Ioad �f �orce 300 pounds.
D. Maximum Aliowabl� Def{ectian Under Live Load: 'il��0 of spar�; size
camponents for single span.
1.5 SII�MIIiA�S
A. Shap Drawings: Indicate details of gratings, plates, campon�nt supports,
anchorage, op�nings, p�rime#er construciion details, and tolsrances. Indicate
wefd�d connec#ions using standard AWS A2.4 welding symbals. Indicate net
weld lengths.
�. �roduct �ata: Submit span and deflection tables. '
C. Samples: Submit twv samples, �4 inches by 12 inches it� si�e illust�ating surtace
finish, catar, and texture.
�. 11Aanufacturer's Ir�stailation Instructians: S�bmit special requirements of apenir�g
and perimeter framing.
�. Wefders' Ce�tificates: Certifying welders employed on the Wark, verifying AW� -
qualificat9on within the ppevious 1� months.
1.6 QUALIT'Y A�SURANC� �
A. �esign geatir�gs and� plates under direct supervision af a professianal engin�er
experienced in design of #his Woriz and licensed at the place where the Project is
locaked.
1.7 FI��.� fN�ASUR�Afl�NiS
A. Verify fie�d measurements prior to fabrication.
1.� COOR�INP�iE�iV
A. Coordinate the Wor� with placement of frames, tolerances for p�aced fPames and
openings.
C&B 011358.p10 0�530 d �
�DO� Gratings and �lopr Plates
y;�
PART 2 - PRODUCiS
2.1 GR�AYINGS AND FLOOR P�AYI�S
A. Manufacturers:
'!. Aco Polymer Products, Inc.
2. Arden Architectural Specialties.
3. �arry �'attern & Faur�dry Co.
4. GS Metals.
5. Neenah Foundry.
2.2 C�MPOIV�N�S
A, Sheet Steel for �ie Stamping: ASTAI9 A 6�31A 6�3M, ASiM A 86fi stai�less steel
vuith raised iug pattern.
�. �ormed Steel �or Pressure �ocking: ASiM A 10111A 1011 M, ASifVI A 3filA
3��ii, ASTAA A 666 stainless steel af shapes indicated.
C. Aluminum �or �ressure Lacking: AS�'iV! B 221 extruded aluminum alloy, of
shapes indicated.
D. �ormed ���: �n sha�es indicated, with raised lug pattern.
�. Cross �ars: AS�M � 211.
�. Welding Materials: AWS 91.1; AWS �1.2, type required far materials being
welded.
G. Shop and Touch-Up Primer. SS�C Paint 15. Type 1, �ed oxide.
H. �"ouch-Up Primer for �afvanized Sur�aces: SS�C Pair�t 20 zmc rich.
2.3 �,CC�S50Rl�S
A. �asteners and 5addle Cli�s.
�. �erimeter Closure: Of same material as graiing.
�.4 FA►�RICAiION
A, Grating �ypa: NAAMM Metal �ar C�ating fVlanUal Pressure �oc�Ced Type.
�. Mechanically clinch joints of intersecting metal sections.
C. �abricate support �ramir�g for openings.
D. iop Surtace: Non-slip.
C&� 011358.010 0�53a � 3
� � zaaz
Graiings and �loor �lates
� ,�
E. �earing Bar: Sized to meet deflection criteria; 1-3118 inches maximum spacing,
1�114 inch minimum acceptable depth far all grating.
F. Cross �ar. spaced at � inches on center.
G. Removable �anels: Pravide remo�able grating sections in areas indica�ed on
�'ians.
H. Anchorages: Stainiess stee4 saddle clips required at all supported sides and at
�'-0" on center at adjaining panels.
1. �ro�ide banding on ail sid€s and around all openings.
�.5 SHOP �IPIISHINC
A. Clean surtaces of rust, scale, grease, and foreign matter prior ta fnishir�g.
�. Do not prime suriaces in dire�ct contact with concrete or where �eld welding is
required.
C. �alvani�ing. A5�'M A 6�3 to G 90 weight; ASiM A 123 to 2 ounc�s per square �:
foat weight.
D. Alumir�um: Mill finish.
�. Stainless Steel: No. 4 finish.
�. Nan�slip Surfacing: Aluminum oxide.
�A�� 3 � �X�CUT'ION
3.1 �XAM1NR�f�i�
A. Verify that oper�ing si�.es and dimensianat variations are acceptabl� to suit
grating and p�ating tol�rances.
�. Verify that suppo�ts and anchors are correct�y positioned. 7
3.� IN5�,4��,4�1ON
A. Mechar�ically cut gal�anized fir�ish surfaces. �o r�ot �lame c�ik.
B. Anchor by balting through saddle clips.
C. Set perimet�r closure flusi� with #op of grating and surrounding cor�struction.
C&� 0113�8.01 Q Q5530 � 4
20p2 Gratir�gs and Floor Plates
�I
�
D. 5ecur� grating with. mechanical fasteners to prevent mavemer�t.
� - 3.3 �RECi10N�YOLERANCES
A. Conform to f�AAMM Metaf Bar Graiing Manual.
�. Maximum Space �etween Adjoining Abutting Sections 1/2 inch. .
.. C. IVlaximum Variation �rom 'iop Surface Pia�e of Ad�oining Abutting Sectior�s: 1f8
inch.
- I�N� O� SEC�'ION
;�
�
C&B 0'I'1358.014 0�530 - 5
��02 �ratings and �loor plates
� ll
r�
SECTfON 07165
CEMENTITIOUS WATERPRODFING
• PART 1 - CENEf�A�
1.1 S�C�ION INCLUDf�S �
A. C�ment based waterproafing, primer, and grout.
'1.2 RE!_Ai�D S�CTIONS
, R. 5ection 0330� - Cast-In-F'lace Cor�crete: Cancrete Substra#e.
1.3 SU�MITTR�S
A. �roduct Da#a: Inciuding cement mi�cture and additives.
�. C�rtificates: Manufacturer's c�rtiiication that products meet or excel specific
standards.
C. i�anufacturer's lnstruction: lnstallation metk�ods, mixing requirements and
proportians, and suriace preparation.
,. �. Applicator �cperience: Subrrtit list of proj�cts having similar scape of wor� which
have b�en installed during last three years; ideniify prajects by name, location
and date, include names af reference and phone numbers.
� �. Manufacturer's Field Reports: Submit summary of job site observations,
� - instructiflns and monitoring activities.
F. Warra�iy: Submit signed and dated warranties from manufacturer and install�r.
1.4 QUALIT'Y ASSURRlVC�
� A. Ap�licator Quafifications: Com�,any speciali�ing in application of cementitious
`� systems with five years experi�nce and having approval of manufacturer.
,
1.5 �I��.� SAM�LES
�,- A. Pro�ide 4 foat by 4 foat fie4d sampl� showing overall thickness and sur�ace
�
texture.
�. 5ample may be incorporated as pa� af work if appro�ed in writir�g by AI�.
! 1.6 PR��INST�4��.R�'IUN CQR���F��NGE
�� A. �equire at�endance of waterproofing ap�licator, system man�zfacturer, and
_ , r�lated tr�des.
1.i ��LIV�RY., S�ORAG� AND HANDLING
.�
� f C&B Q11358.010 07165 -1
� �p02 Cementitious Waterproofing
� VI
A. Protect products from freezing and store in cool, dry area (minimum
45 degrees F).
1.8 ENVIRONM�NTAL R�QUIR�MENYS
A. Da not apply waterproofing ta surfaces below 44 degrees F o� above
90 degrees �, or if conditic,ns ar� exp�cted ta b� outside this range within
�4 hours before ar after application.
1.9 PROJECilSiTE CONDITI�NS
A. Do not attemp# installation of product against active flow of water witi�out taEting
special precautions and preparatio�s far plugging the flow before beginning work
on the membrane.
1.10 WAR�AFV�Y
A. Cuarantee tha# products and m�terials ar� free of defects far p�riod af fii+� years
from date o# Subsfantial Compietion.
�. Guarantee that installation will �emaEn watertight under ev�ry candition for a
period af �nrc� y�ars from date o� Substantial Completion.
�'A�`T 2 e �'RODUCiS
2.1 hflRNUrAC�'U���S
A. K�11 by Heydi Am�rican Co�p., �rginia ��ach, VA.
�. WCiVi system (maximum peatectian} �y U.�. WaterpPoo�ng ciivision of Fiv� Star
�roducts Inc., Fairtield, GT.
C. Hy�roly�ic �ilethod �s rrnad� by Anti�by�ro Company, Pl�wark, NJ.
�. Vandex Supe� by Cresc�nt �tingsl�y lnc., Fiay�and, 11A�.
2.2 flAAiERIALS
A. �ype: NanPshrinki�g, cem�ntitious mixture prod�cing ca�iilary penetration into
subst�ate. Color s�lect�d by Rrchitect from ma�ufacture�� st���aP� c�la�s �t
tim� of produci su�mif�als.
�. �low �lug Gr��t: Type and compasition as �ecammended by manu��ctu�er.
C. 0onding Agent: Type and compasition r�commended by manufactur�r.
2.3 AIIIX�S
A. Mix mat�rials in strict accordanc� with manufacturer's instruc�ions. Use liquid
polymers, bonding ag�nts, cem�nts, and aggre�ates pPovid�r� by or .
recomm�r�ded f�y manufacturer.
C&B Q'f 1358.010 07965 - 2
2�p� Cementitious Waterproofing
�
fl�
B, Do r�ot attempt to "re-tem�er" mix after initial set.
C. Use on4y drinkable wa#er and mix in clean conta�ners.
�.4 �lN1SHE5
A. Sand float finish required an vertical sur�aces, steel trowel �'inish nn floors.
PARi 3 - �X�CiJTION
3.1 �XAf1�INAiI�N
A. V�rify that scarfa�es and conditians are ready to rec�ive work of this section.
Notify Architect af any existing conditions which will adverssly affect �xecution.
�eginning of executian will consti#ute acc�ptance of existing conditions.
` B. Veri�y that suhstrate has thoroughly cured and is free of efflorescer�ce, oil,
grease, IaitancE, loas� particles, or foreign contaminates.
G. Locate any areas where acti�e I�aks ar� occurring ar�d tak� special precautions
in the ar�as as recamm�nded by manufacturer.
3.� PR�PARA�lON
, A, flAechanically roughen smooth. substrates ta minimum "medium" sandpaper
� �rbfile.
�. Remave form ties to minimum distance of 314�inch behind face af wal�.
�, C. l�ill form tie hales, oth�r r►oids or hor��ycambed areas with patching �rout
recomm�nded by manufacturer.
�7. �emo�e alt protrusians.
�. Ciean, scrape, route-aut suk�strate, and pack grout around drains, pipes, and
ath�r it�ms penetrating wat�rproofing surtaces, and in joints according to
manufacturer's recammendations. Seal pipes and conduits penetrating surFace.
�. Stop flow of water tF�rvugh cracks and jofnts with plugging grout as
' r€comm�nded by rnanufacturer.
3.3 1NS�ALLP►�'ION
A. lnstall using s�tilled warkmen in accardance w�th manufacturer's prinied
� instructions and recommendatians.
�__� B. Dampen substrate with water, �special in hat weat�er.
1�
,.J
CB�B 0'! 1358..010 07165 - 3
Zpp2 Cementitious Waterproofing
, �
1
L�
C, Ap�ly waterproafing mixture to thickness and num�er of coats, and wit�
techniques, procedures, and tools in accordance with manufacturer's written
instructions.
3.4 FI��D QUALITY CONTROL
A. Tests: Continually monitor thi��ness of application to verify minimr�m
thicknesses are being ac,�ieved.
�. Manufacturer"s FieEd Services: IVotify manufacturer privr to start af work and
make arrangements for manufacturer's technicai representativ� to b� preseni
during first day's work to verify work is being car�ducted in accordance with their
reaomm�r�datians. File summary repor#.
END O� S�C�I�N
c�B o� ���a.o�o o7�s� - �
2Q02 _ Cementitious Waterproa�fing
i;
�
SECTION Q792(i
JDINT SFALANiS
,
�
PART i - CENERAL
1.1 S�CTIOIV INCLUpES
A. Sealants for exterior yo+nts in vertical surtaces and nontraffic horizontal surFaces,
ext�rior joints in hori�ontal traffic surtaces, interior jants in vertical surtaces and
4�ori�on#al nontraffic suriaces; interior joir�ts in hori�antal traffic surtaces; including
thase specifi�d by refer�nce ta this Sec�ian.
1.2 D�FfldlilQNS
A. Use dsfin�tions in ASTf►+� G 717.
i
,
�
1
�, Non-�leeding: Not capat�l� af exuding {iquid chemical ccfmpanents af sealant.
C. Nor�-Staining: Not capable of discaloring joint substrate.
D. Se�fafit System: S�alant, sealant backing, and primer int�nded far use in
particular condition.
1.3 SU�MIiTALS
A. Product Data:
1. Submi# product data for each produc#.
2. Inctude data to indicate ��otmanc� criteria, limitations, substratE
prepar�tian, instatla#ion r�quirem�nts,. and curing requirt�ments.
3. Include information for accessories and other requireci components,
4. tnclu�Je cofor char�s indicatin� manuf�cturer's #ull cc�tvr ra�ge avail�ble of
each s�alant type far AfE's initial sel�c#ion.
�. S�mpl�s: Submit fous 114�inch diam�ter by 2-inch long samples iltustrating
seala�nt cofQrs far eacfl product exposed to viaw.
C. iest Repor�s: Submit written results af testing speci�ed.
D. Cer#ifcations: Cc�ntr�cto�'s and installer's cer#ifiea#ian tttiat Products are� instalfed
in accordance with Gr�ntract �cume�ts, based o� inspectian and testing
spe�ifisd.
E. C�u�lificatson Data: il�anufacturer's and iristalfer's qualifGatiori data.
�
� f
,i
�. Manufacturer's ins#ructions. fnclude requir�m�nts for sur'race pr�parafiion,
priming, jaint size ratios, adhesio� testing, and p�rimeter conditions requirirtg
special atter�tion.
C. Manufacturer's fi�t�i repvrts.
C&B U113S8.010
2002
07920 -1
3oint Seaiants
H. Warranty: Submit specif'ied warranty.
1.4 QUALIiY R+SSUR,P�hICE
A. � Single Sourc�: �esponsibility:
1. F'rovide products for �acF� sealant system from one manufactur�r for
entire P�oject, unless atherwise acceptabl� to Al�.
2. P�ro�ide products frvm a singl� manufacturer to ensure materia!
compatibility v+rh�re different sealant materials came in direct �or�tact with
each att�ter.
3. Rravide eac� s�al�nt syst�m as compl�te uni#, including �ccessory items
n�cessary for proper tur�ctivn.
�. Manufac#ur��.Qualifications: CQmpany sp�cial��ing ir� manufactuPing p�oducts
�p�cified in this Section with minimum f 0 y�a�s documented ex�e�ience.
C. Applicartor Qua{ifications: Acceptabl� to ma�ufacturer, sp�ciali�ing in applying
sealants, with documented �xperier�ce on at teast �� projects of similar nature in
past 5 years.
D. Certifications:
1. Manufacturer's certificat�o� th�t producis:
a. Furnished for the specific prolect meet ar exceed specified �.
requirements. �
b. Assembled for each joint are compatibi� with� each a#her and
with joint substrat�s under co�di#ions af se�vice ar�d app�icatinr�.
e. Are suita�l� foP th� indicated u��.
�. Manufactueer's c�rtifc�tiar� that s�aiar�ts, prirn�rs, and clean�rs, comply
witi� iocal ��gulations contralling the use af vol�til� orgar►ic cQmpvunds.
1.5 �'I��� SANI�'L�5
A. �'reca�struction �i�ld Sample:
1. Constrtact sealant joint meck-u� 5 f��t lang for �lastamerie joint s�alants
specifed in this Sectio�.
2. Pasi#ion at location dir�ct�d by A/�. o-�
3. P�rtarrn "f e!d hand-pull adhesion test" speciii�d.
1,8 fVi�CK-UPS
A. Us�al hAock�U�:
1. S�al joir�ts in mr�ck�ups �f assemblies sp��ifi�d in other 5ections that �r�
indicated ta r�ceive j�i�t sealants sp�cifi�d in this Secti�n.
2. Visu�l mack-up may i�e used for pr�canstruction field test �nock-up of
assemblies speci��d in other S�ctio�s.
3. DemQnstrat�:
�. 5et�ctians made from submittal s�mples.
b. Sealant colar and aesih�tic effects.
c. Materiai and installatian +qualiti�s.
C�� D1135�.D1Q �7920 - 2
20Q2
Joint Sealants
.-�
�,.
d. Piacement of twastage seals, inciuding sequence and curiRg
pracedures.
�4. Perform "field hand-pull adhesi�n test" described under Field Quality
Control.
,�
, �I
1.7
1.�
1.9
PR�-1N5TALLAi1�N CONFERENCE
A, Converie pre-insiallation confierence two weeks prior ta commencing work af this
Sectian.
T3. Conference Purpo�e and Agencia:
1, Visit Project site to analyze site conditions, and inspect surfaces and
joints to be sealed in �rder that recflmmendations may be made should
�dverse conditians exist.
2, piscuss following items:
a. Substrate canditions.
b. Preparatory work.
c. Weathes conditiQns un�ier which wor� will be dane.
d. �nticipat�d frequency and extent of joint movement.
e. .�aint design.
f. Sealant installati�n procedufes.
D�LIVERY, STORAG� AND Hl�NAL1NG
A. Deliver materiais ta site in unc�pened containers and bundles with labels
iridicating:
1. Manufacturer's name.
2. Product name and designation.
3. Calor.
4. �xpiratian period for use.
5. �lVorking life,
fi. Curing tim�.
7. �illfixing instructions for multt-component materials.
B. Storage and Protection;
1. Store pro�ucts within manufiaatur�r's required temperature and humidity
ranges. .
2. Prior to use, cc�ndition praciucts writhin man�sfa�turer's required
temperature� range, humidity range, and time pertad.
PRQJECT C�ND1Y{ONS
A. Environmental Requirem�nts:
1. ��rform sealing when the iall�wir�g are within rrsanufacfurer's fimits during
and far 24 hvurs afier sealant installation:
a. �mbient and sur�ace temperatures.
b. Relative humidity.
2. Do not apply s�alants te wet or frozen surfaces.
3. Gamply with manufaciurer's r�quirem�nts regarding application of
s�a4ants in vicinity oi curing sealants af a different material.
4. �reform�d �oarn 5ealants:
C&8 �11358.010
2002
07920 - 3
Joint Seatants
a. When ambient temperature is 5D degrees F or lawer, store at
roam tempera#ure for at Ieast 24 hours prior to instaliatian.
b. Da not store foam s�als in direct sunlighf.
1.'10 SEQUE�ICING
A. Coordinate warEc with Sections r�ferencing this 5ection.
B. Coardinate installatian af sealants with substrates to which they are appiied.
1.11 VHAR�tANTY
�. Warrant installed products to be free from defects in mat�rial, laba�, or
ins#allatian t�chniques for two years.
B. Includ� coverage far installed s�alar�ts and accessori�s which:
1. �ai! to achieve air tight s�al.
2. Fail to achi�ve water#ight s��f.
3. �xhibit loss oi adhasion.
4. Exhit�it loss of cohesion.
5. Do not cure.
'I .'! 2 EXiR� fU�ATE�iA�.S
�. Furraish extra sealant in c�uantity equal to � percent of total material furnished but
not less than six cartridges of each type and custom calar.
PA�T � - RR4DtJGTS
2.'t iVIANU�ACit1R��,S
A. Acrylic S�atant irl�anufact�rers:
� . f��cora Corporation.
�. Son�ebo�n �uilding Praducts/Cl�e�mRex, fe�c.
3. Tr�tnco Corperation.
�. �'olysul�ide Sealant N�ar�ufact�r�Ps:
1. Mor�on Int�rnational.
2. Pecora Corporation.
3. Sonn��orn ��ilding P�ocluets�Chem�tex, Inc.
C. P�eformed G�o�m 5�a1 Manufactu��rs:
� . �rns+�al JQint Systems, Ltd.
2. WiI1�Seai �ivision, Illbruc�, tnc.
L}. Siiicone Sealant Manuf�eturers:
1. �ow Coming Ca�poration.
�. Gener�l �l�ctric Silicone P�oduc#s Divisior�.
3. ��co�a Corporati�n.
4. Rhorte�Pouienc, Inc.
C&B p9 'i 358.0'I Q �792Q - 4
zQQ2 Joint 5eaf�nts
5. iremco Corporation.
�
t �
f
� -, ,
�,
{;
2.2
�. Urethane Sealant Manufac�turers:
1. Nfameco Internationaf, In�.
2. Pecora Gorporatian.
3. Sika Carporatifln.
�F. Sannebarn Buiiding ProductslChemRex, fnc.
5. iremco Corporatian.
MAiERIALS
A. Acryiic La#ex (��s[gnation At):
1. p�soripiian:
a. ASi'M C 834.
b. Non-sag; non-staining; non-64eedinc�.
c. Joint mnvemer�t rang� withos�t c�hesiveladhesive failure: Plus
7.5 �rcent to minus 7.5 pe�cent nf joint width.
d. Colar: Rs seiected by AIE from mantisiacturer's fuil co4or range.
2. Praducis.
a. Pecpra, oAC-Z4".
b. Sar�nebarn, ❑5anatac�.
c. iremca, C1Acryiic Latex 83�".
�
G
Potysu4ficie (Desigr�ativ� P5}:
1. Descriptian:
a. ASiM C 92Q. -
b. Ty�ae: M.
c. Crade: NS.
d. Ctass: 25,
e. Uses: i, All, A, O.
f. Chemicaf curing, non-staining, and nc�n-bteeding.
g. Capabl� o# resisting deterior�tion caus�d by continuaus wat�r
subme�siori.
h. Joint Movement Range Without Cohesiveladnesi�e Fa:�� i�^�: Plus
, 25 percent to rnir�us 25 percent af jaint width.
i. Color: Seleet�d by Al� fram manufactu��r's fuit cotar range.
2. Products:
a. Morton 1nte�natianal, "ihio�o4 �PL].
b. Pecora Gorporati�n� �Syn#hacal� GC-2".
c. Sor�neborn, "Sonolastic Twa PartL7.
Preform�d Faam Pavement and �e�aw Gtad� Wal{ J�ir�t Seal (p�signation F-P};
1. Descripttan:
a. Non-dryir�g non-bt�eding pc�lymer-mvdified as�halt impregnated
high density open ceti pofyuretha�e �a�m for use in ho�izantal and
.krotvw grade wafi joints.
b. Factary-produced in pr�-eflmprsssed form to fit tndicated iaints
widths and deptMs.
c. Abie to dewetop a watertight and air�ight seai when cc�mpressed ta
the deg�-ee required by the mariufacturer.
d. .f�int movement range withou# cflhesiwe/adhesive failur�: P{us 25
p�rcent ta minus 2� �ercent of joint width.
C&B D11358.01D
2�02
a792Q - 5
Joint Sealants
�
� i'
e, Provide with manufacturer's adhesive and top caat.
f. Colar: 81ack.
2. Prade�cts: Emseal, "20H�.
p. Preformed �aam Above Grade Wali Joint Primary Sea1 {Designation fi VIIP):
1. Descriptior�:
a. Siiicone-faced nan-drying nan-bleeding chemic�lly�stabNiz�d
acrylic-impregnated high d$nsify open c�i� polyurethane foam vuith -
clased cell polyethylerte interlaye�s fo� us� +n above grade wall
joints.
b, �aci�ry-�roduced in pr�-campressed form ta fit indicated joints
widths and dept�s.
c, Rbie t� dev+�fop a wat�rtight and �irtight s�al wh�n campressed to
th� deg�ee requir�d by th� manufacturer.
d, Joint movem��t rang� wi#hout c��iesivetaclh�sive faitu��: ' Plus
25 p�rcer�t to minus 25 �erc�r�t af joi�t width. �
�. Cotor: S�lect�d by A/E irom m�nufacturrer's tull coloe range.
�. PI'OdUCt: �irtSf'8I, uCOIQrS4�I".
�, Pr�farmed �aam Abov� Grade V1fa1l Joint Secondary 5�ai (Designation �-WS):
1. i�escription:
a, Non-drying non-bleedir�g pofymer madi�ed asphalt or neoprene
rubber impregr�ated open +�ii poiyur�than�e foam fa� use in verticat
joiRis. �
�, fiactory-prod+�ced irt �re-c�m�r�ss�d %rm to tit indicated jair�ts
widt�s and +d�pti�s.
c, l�ble to develop a watertight and ai�tight seal when compress�� to
the d�gre� ��quir�d by t�e mar�uf�cturer.
d, ,lai�t movemen# �ang� wiihout coh�siv�/adhesive failure: i'!us
25 percent to minus �� percer�t of jai�t width.
e. Color: �ta�ck.
2, Products:
a. f�fns��l, "251/". .
b. Wtl{�S�a�l, "'� 50'". '
�- �ilicona � Gen�ral �u��ose (�esigr�atiort S�G�): -
� . �escription:
a. ASYM G 82(]: -
1) iyp�: S.
�} �ra�de: N�.
3) Cl�ss: 25.
�� 1d���: 1`i 1 i tvl� �� I'�� '�d. ,
h, Low madulus, single campor�e�t, n�utra! curing, r�or+-st�ining, nan-
€�leedir�g siticor�e s��lant.
�. J�int movem�nt rang� wit�iout cohesive/adh�siv� tailu�e: �lu�
�0 �ercer�t to minus 50 p�Yc�r�t of jaint widtFi. .
d, Calor. Seiect�d by C?wn�r frorn erta�r�factu��rs ful! catoP �ar�ge. �
2. Praducts:
a �aw Car�ing, "79�".
b. C��er�l �I�ctric, "Silpruf'.
c. P�cora, ❑ 884".
t�. F��IOflf:-PQuI�CtG, °�F10dOfS1I �CC].
07920 - 6
��g p1����'���� Joint Sealan#s
�Q02
��•
e. Tremco, "Sprecirum 1 ".
G. Silico�e - Sanitary (Qesignation S-S):
1. Descriptior�:
a, ASTM C 920:
� i } Yype: S.
2) Grade: NS.
3) Class: 25. ,
4) Uses: NT, M, G, A, O.
b. Neutral or acid curing, non-staining, non-bieeding, fungicide-
cantaining.
e. Colar: VtlhiteCompiying with United Stat�s Fnod and Drug
Admiriistration Regulatior� 21CFR-�77-saa�.
�. Prtaducts:
a. Aaw Comi�g, "788 B11i1dew-f�esistant Sifi�one S�alant".
� � b. �eneral �leatric, "5anitary 1700".
c. Pecora, u�63" or °B9�".
d. Rhone Pou{enc, "Rhodorsil 3�".
�
�
hi. Urethane - Multi-Campanent (�esignation U-MC}:
1. Description:
a. ASiM C 9�0:
1) iype: M.
2� C�rade: NS.
3) Ctass: 25.
4) Us�s: NT', M, P►, fl.
b. Chemicaf curing, non-staining, and nan�bfe�ding.
c. soint movemer�t rang� without coh�si�eladhesive failure: P4us
25 percer�t to minus �5 percent +�f jaint width.
d. Calor: Seleeted by Owner from manufacturer's full calor �ang�.
2. Praducts:
a, Mamec�, °Vul�em 9�2".
b. Pecorar "'C}yn�trol il�.
c. Sika, °5i�affexm�c NSR.
. �1. So�neborn, "Sonofastic NP�2".
e. iremco, "�ym�ric �11",
LJrethane - Single-Camponent (�esignation U-�C}:
1, �escription:
a. ASiM C 92�:
1) iyp�: S.
2} C�ade: NS.
3) Class: 25.
4} Uses: NT, �14, A, O.
h. Chemicaf curing, non-staining, non-bleeding.
c. .loint mov�ment rang� without cohesiv�/adhesive failure: Plus
25 percent to minus 2� percent of jaint wic�#h.
d. Colnr: Selected by Owner from manufacturer"s full color rarige.
�. Products:
a. Vutkem 9�1, Mameca.
b. l]yt��trol l, �'�cara.
C&B (111356.010
2002
a7�2o - 7
Joint 5ealants
��
c. Si�a�ex-Z a, S+Eca.
d. Sonolastic �IP-1, Sonneborn.
�, �ymflnic, Tremco.
.1. Llretl�ar�e - Tra�f�c-�iearing (Designation U-TB):
1. D�s�ription: .. �
a. A�iM C 920:
1) iype: I�.
' 2) Grade: P' or NS.
3j C{ass: 2�.
4� Us�s: i, M, O. �
b. Chemicat curing, non�staintng, nan-bteeding.
c. Jaint mavement range withou# cohesiv�/ad�tesi�e failure: �'iu� 2a
�ercent to minus 25 perc�nt of joint wiclth.
d. Shore A Hard�ess: 4� minimum, r+�ahen test�d in accordance with
�ASii�9 C66'1.
�. Coior; Seiect�d by C3wner from ma�ufactu�e�'s full cfllor �ar�ge.
2. Praducts:
a. Vul�C�m 451245l227, Mameca.
b. �ynatred, Pecora.
c. Sikafiex 2clSl., 5ika.
d. THC 9�0/9D1, Tremco.
K. lJrethar�e - R►buse-Resista�t anc! Pic�-Resistar�t, Alpulti-Component (Designation
U-�►Rj:
1. Description:
a. A�YiVi C 920: �
� } Type: �ll.
�} Grad�: NS.
3) Class: 12-�l2.
4} Us�s: �dT, AA, A, C, O.
b. Cl�emicaf curing, non-stair�ing, r�o�«F�leeding.
c. .lraint movem�nt rang� witho�t# cah�siveladh�sive failure: �'lus
12-1I� peYce�t to minus 12��t/� percent of jaint widtf�.
d. Shor� A h�rdr�ess: �5 mir�ienum a��r 7 deys, wh�n t�sted in
accordance with ASiI� C 661. .
�. Cofor; Select�d by Own�r f�orm �anufactur�r's �uil color r�nge.
2, Product:
a. Vulk�m 61 i, Marm�co,
b. [}yrraflex, P�cora.
2.3 A�C�SSORI�S
A. Joint Clean�r:
1. Ghemicai cl�a��rs re�uired by �ealant ma�ufactu�er fc�� substr�t�s
er�crount���:d, carnpatibl� with sealant backir�g f�or�d� br��ker m�te��ials,
�. [�re� of substances ca�pable of stai�ing, co�roding, or harming:
a. Jai�t substrates.
b. Adjacent no�porous sur�aces.
c. Sealant.
d. S�al�nt backir�g.
3.. �ormulat�d ta prvmate optimum adh�siort of sealants.to joir�t substrat�s.
C&8 U� � 358.010 07920 • 8
2��� Joint Sealants
�r'
B. Primer:
1. Dye� caating material required by sealant manufac#urer for er�hancing
sealant a�hesion to �oint substrates.
2. Non-sfaining to joint substrate beyor�d the substrate surface.
3. Required for use unfess not ��quired by results of:
a. "Manufacturar's seaiarft-substra#e compatibility and adhesion test"
described under Source Quality Cantral_
b. "Field hand-pull adhesion test" under Field Quafity Control.
C. Sealant �acking �ond �reaker Rad:
1. � Non-staining material.
2. C�mpatible and nan-aodhering to sealant when tested in accordance with
`� � ASiM C 108i.
� 3. Compaiibie with sealant, jaint subs�rates, primers, and ather sealant
bac�i�g bond breakers.
� � 4. Sealant manufacturer approved.
I' �. Si�ed and s�aped ta provide optimum pertormance and t�acicing ta
sealant.
6. Pr�formed, compressi�ile, resifient, nan-staining, non-outgassing, non-
waxing, non-extruding, cylinder-shaped plastic foam �ods compiiant with
AS�'Ni � 1056 and ASTAA D 1565.
7. Op�n C�li Polyure#hane: Use rrot permitted unless required by sealant
manufacturer.
8. Closed Ce4i Polyethyl�ne:
a. Nan-absorbent to liquid water.
!�. Use in wall and ceiling joir�ts unl�ss otherwise required by sealant
. manufactur�r.
9. Reticulated Pnlymeric: Saf�Rad, Namaco Inc., �eb�lon, NC.
, 1(1. Unless oth�rwise re�uir�d by seala�t manufacturer, oversize rod #o ��
larger than joint width by folfowing minirnum amounts:
a. Open Ce11 �Qlyett�ylene: 5Q percent.
b. Closed C�lI I�oiyethyl�ne: 33 p�rcent.
' " c. Reticulat�d �oiymerrc: 25 percent.
�. �lastomeric 'fUbing Joint �ill�r:
1. Neop�ene, butyl, ��DM, or silicone iubing compliar�t with ASTM D 1056.
2. Shor� A hardness of 7Q.
3. Compatible with sealant, jaint substrates, prim�rs, and other sealant
b�cking. bond breakers.
4. Use i� pavem�nt joints, unless oth�rr+�rise required by sealant
manufa�tur€r.
5. . Use seala�t bacFting bond breaker tape to sepaeat� sealant from rod.
6. Unl��s otherwise required by sealant manufacturer, aversige rod to be
larger tha� joint width by 25 percent the fallowing minimum amaunts.
E. S�alant �acking �or►d �reaker Tap�:
1. . �'ressure s�nsitiv� polye#hyiene tape or tetrafluoroethylene seif-adhesive
� tape requ�red by sealant manufact�€rer to suit appiication.
G&B 01135�.010 4792D - 9
2�p� Joint Seaiants
2, Minimum Thickness af 11 mils.
F. Masking Tape: Nan-staining, r�an-absorbent material compatible with sealants
and surtaces adjacent to joints.
G. T�oling Liquicfs: Nah-staining materiai approved by manufacturer to reduce
adhesion of sealant to jaint finishing taals.
z.a� r�ix�s -Y
A. Camply witF� manufacturer's instructians.
�. Mix thoroughly with mechanical mixer without mixing air� into s�alants.
C. Cantinu� mixing until sealant is uniform in color and free from strea�s of unmixed
materials.
2.5 SOURC� QUALI�If COM�'�OL
A. �ests:
'! . Caordinat� testing of s�alant compa#ibility and adh�sion to:
a. S�aiant hacking materials.
2. iVRanufacture�'s S�alant��ubst�ate Compatibility and Rdhesion Test:
a. T��t M�thods;
1� 9�termine if priming and other sp�cific joint pr�paration
techniques are not required to obtain ��pid, optimum
adhesion of s�alants ta joint substrates.
2) Camply with ASiM C 510, ASYM C 794, and
�45iN1 C 108y.
b. 5ubmit not I�ss than 9 piec�s 3 incY�es by � inch�s in si�� of �ach
type ai mat��ial, including jaint substrat�s, shims, sealant backing,
and rniscellanevus �nate�ials.
c. S��iedule sufficient time fo� t�stin� an� ar�alysis of results to
pre�er�t delay ir� the progress ofi the Wor�,
d. Investigate s��lant material's failing c�m�atibi{itylac�hesion tests
�nd obt�i� ma�ufac�urer"s wrRtt�n ir�s#rucfions fo� aoer�ctive
me�sures, inc�ucling th� use of speGially formulated primers.
�. Includ� in ie�� �eport, Manuf�cture�'s:
1) Ir�terpr�tatian of #est results r�g�rdir�g se�lant
p�rror�rnance.
�) f'rimers and substrat€ prep��ation r�quired to achieve
adhesia�.
i�ART 3 � �XEGU7IAR�
3.1 �XRAIIINA�fON
A. �xamin� cvnditia�s a�d proc�ed with wark in accordance with S�ction 0140Q.
�. �nsur� that concrete and masonry hav� cured minim�am af �S days.
C&B 091358.010 Q7920 -1Q
200� Joint Sealants
C. Verify tha# sealant backing is compatible with sealant.
D. Verify that Substrate Surface:
1. Is within manufacturer's moisture content range.
2. Complies with manufacturer's cleanliness and surface preparation
requiremer�ts.
F. Joint Wjdth:
1. Verify joi�ts ar� gr�at�r than minimum widths reyuired by manufacturer.
2. If joints are narrower than minimum required widths, widen r�arrow joints
ta indicated width.
3. qo noi place sealant in jaints narrawer than manufacturers required
minimum.
3.2 PFt��R�A�101�
A. Prepare, clean, and prime joi�ts in accardance with manufactUrer's i�struct�ons.
B. Remorre loose mat�rials and matter which might impair adhesion of primer and
s�alant ta substrate.
C. �emove forrim refeas� agents, laitance, and chemical retarders, which might
impair adhesian af primer a�d sealant to concr�te and masonry surtaces.
�. Comply with ASYM C 1193.
�. �rotect elements adjaining and surrounding work,of this Sect9an f�om damage
and disfg�ration.
F. Priming:
1. - �rirr�� joint substrates unl�ss primir�g is not r�quir�d by:
a. "�Uian�f�octu�er's se�lant-su�strate campatibility �nd adh�sion test"
��scribe� in 5ource Quality Control �rticle.
. L�. "�ield hand-�ull adh�sion test" d�scrib�d in �ield Quality Control
ar�icle. �
2. Ap�ly primer to su�strate ��eas where joint se�lar�t is ta adhe�e.
3. Comply with manuf�cturer's sequencing requireme�t� fa� joint priming
and sealant bac�ing bond beeaker rod installation to assure r�quired
�rimeP appticaiion cav€rage and rat� without placement of �rime� ar�
bac�er rod surface to be in con#aoct with sealant and a�aid t�re��sided
s�alant adhesior�.
4. �o not allow spil}ag� and migration �� primer ant� surtaces not to recei�e
primer.
�. � lnstall sealant to prim�d substrates after �rimer has cured.
G. Masking Tape:
1. Use masking tape to pr�ver�t contack o� primer and sealant witi� ad�oining
su�aces that weuld !�e p�rman�r�tly stained or damaged �y:
,�:� Contact with primer a�Rd sealant.
b. Cleani�g methods used to �ema�e primer and sealant smears.
C&B 011358.Q10 07924 -11
2002 Joint Sealan�s
�
Z. Place continuously along �oint edges.
3. Apply masking tape so it does Rot shift in position after pfacemeni.
3.3 APPLICATION
A. General:
1. Comply with results and r�commendations from:
a. "Manufacturer's compafibiiity and adhesi�n test" described ir�
Source Quality Control R�ticle.
b. "Fi�ld hand-pull adh�sion test" describec! in V�i�ld Quality Control
article.
�. �ro�ide compatible sealant system b�#w�en dissimilar assemblies arid
adjacent constr�ction.
3. �eai loc�tions n�cessary to create and secure continuou� enclosure ev�n
thaugh �rawings may net i�dicate all locations; do not s�al w�ep hoies.
4. S�al ta prevent mig�ation of water, vapor, and air through �aints.
�. Comply witFi manufactur�r's ���uired application tsmpePatur� a�d relative
humidity ranges. Consult ma�uiac#urer when sealar�t cannot be applied
within tF�es� ranges.
�. Se�lant �acking �ond �reaker:
1. N9easure joint dim�nsions and si�� materials to achieve manuiacture�
requ�red width�to-depth ratios.
�. Inst�ll ta achieve sealant depth and s�alant contact depth no greater #�ar�
distanc� rec{uired by manufactureP far sealant material, joint width, and
}oint mavemen# �a�g�.
3. Inst�ll using blunt 9nstrument #a avoid pun�t�ring.
4. bo r�at:
a. Twfst, puncture, and tear material.
b. �ea�� gaps between ends af material pieces.
c. Stretc� or compress material along its le�gth.
d. 5tret�� �� com�r�ss tap� mater ial �long its width.
�. In�#all to p�ovid� optimum joint profil� a�� i� ma�ne� ta provide no4 less
than 114�i�cFi sealani depth wFien tooled. .
fi. Inst�ll tape where i�sufficierrt joint d�pth ma�es use ofi rad r�vt pa�sible.
Niatc�i ta�� width tra joir�t ►n�icith #o �re�er�t thr€��sid� �dhesion. Do not
wr�p tape o�to sid�s of th� j�int.
7. F�e�lace b�e�'tng band break�r m�t��i�ls w�ich ���e �ecom� w�t wit� dry
mate�i�ls pr.iar ta seal�nt a�pEieati�n.
C. Sealar�t:
'E . I�st�ll sea�ants �t ��me �Em� as installati�n �� f�acking bond break�r
mate�ials.
2. �o not exceed mant�facture�'� requir�c�:
a. Material sheif life.
�. I�at�rial worEcing lif�.
c. Instaflation time after mixing.
3. Comply with manuf�ct�e�r's requir�ments for appiying diffe�e�t s�alant
mate�ials in direct cont�ct witFi each ather.
4. Use gun no�l� size to suit joint si�e and sealant mat�riaE.
C&g 011358,010 07g2p _ 12
2002 Joint SeaEar�ks
�
5. InstaH sealant with pressure-operaterJ devices to form uniform cantinuous
bead.
6. Use sufficient pressure to fill voids and join#s ful1.
7. lnstall to adf�ere to bath sides of joint.
8. Install to not adhere to back of joint; provide sealant backing.
9. lnstall sealant free af air packets and embedded maiter.
10. Recess sealant 118-inch from surf'ac� of pavements and hnri�ontal
surtaces.
D. Sealant Yaaling:
1. Compiy with mar+ufacturer's tooling rr�ethod requirem�nts,
�. `�aol sealant within manufacturer's tooling time limiis.
3. iaoling liquids:
a. Comply with manufactur��'s requirem�nts regarding use.
b. Do not use wt�en nat permitt�d by manufacturer.
c. �o not allow tooling iiquids to com� in cantact with surtaces
eeceiving sealar�t.
4. Pro�luce smooth exposed surFace.
6: Yoa1 s�alant to be free of:
a. Air pack�ts and voids.
b. Embedded impurit3es.
c. Surtac� ridg�s, sags, and ir�dentatior�s.
6. Achie�e fu41 seal�nt contact and adhesian with subs#rate.
7. �orm s concawe tooied joint shap� indicated in Sec#ior� A of �igure 5 of
AS�'M C 1193, unless atherwise indicated.
�. Remave excess sealant f�om surFaces adjac�nt to joint.
9. Allow acryiic latex sealant to achi�ve firm s�in beiore paint is applied.
E. Masking �ape:
1. Remove immediately after tooling sealan# and befare seala�t skin forms.
�. �ema�e withaut disturloing sealant.
F. Pr�formed �nam Sealants:
1. �osition seal�nt in jaint.
2. Ap�ly adhesive �nd top ca�t for pav�m��t typ� sealant in accardanc�
with manufacture��'s requirements.
3. Immediately after removing wrapping to expose adh�sive side, press
adhesiv� surFace onto side af joint.
4. Do �at stretch or compress mat�rial.
5, At �nds, tums, and int�rsectiar�s, comply with manufacture�'s
r�q�irements ta produce continuity of seal.
3.4 FI��� QUALITY CONiRO�
A. �ield Hand�PuA Adhesion iest:
1. At �ield Sample:
a. ��for� sealant installation is commencec#, test materials for
indicatians of stainir�g and pnor adhesian to substrate. �
6. Perfiorm after sealan�s have fully cured.
C&B 011358.010 0792D -13
2�� Jaint Seatants
L��
c. Pertarm under observatian af A/E and manufacturer's techr�ical
representative.
2. S�absequent ta Commencement of Sealant Installation:
a. Perform under observatian o# manufacturer's technicaf
representativ�.
b. Per�o�m minimum of fiour tim�s prior ta completion af sealant
installatian. �
c. Schedule tests at evenly-spaced intervais during sealant �
instalfatian at discretion of seala�t manufacturer.
3. Proc�dure:
a. Mak� knife cut thraugh seaEant from side to sid� af joint.
b. Rt joint's sid�s, make two cu#s appraximately 2 inches long
meeting cut mad� acrass joir�t width.
c. �I�c� a mar�, or� c�tt portion of sealant 1 inct� from cut across joint
width.
d. Us� fingers to grasp 2�inch piec� of sealant firmly between mar�
and cut acrass joint width.
e. �ull cu# por�ion outward at an ar�gle of 90 degrees from sealant
face.
f. Us� a ruler ta measure distance that s�alant is pullec�.
g. Pul! ur�cut se�lant out of jaint to distance recommended by
manufacturer for t�sting adhesi�e capabil�tyt b�t n�t less than a
distanc� �qual to maximum ma�ement capability in �xt�nsian.
h. H�Id extended sealant for a mi�imum of 10 seconds. '
i. If ar�hesio� is proper, s�alant should tear cohesiv�ly in itself or be
diffcult to adh�siveiy remove from joint substrate.
4. Summariz� t�st �es�lt� in test report. indicat�:
a. Sealar�ts test�d.
b. Join# su�stYat�s.
c. Cohesive #aifures.
d. Adhesive iailures. �
e. Pull distanc� used. -
f. Act�ans to corr�ct failures and nan-com�lying cond'ttio�s.
�. In absence of nor�co�nplying conditions, seaiar�ts �hich do nat indicat�
�df�esive failure �rom testing wil3 �e considered satis��c��ry.
6. Repla�e seal�r�t ��rno�ed from test loc�tio�s �y �pplying s�alant in
accord�nc� with m��uf�ctu�er's re�uir�ments fnr applyi�g sealant to
pre�iausly seal�d joints.
3.5 C��eN1NC
A. Ci�an ex�es� sealants �nd seai�nt sm�ars fram a�ljacent su�faees as app�ic�tion
pro�resses; ca�nply with sealant manufacturer's r�qui�em�r�ts and manuf�ctur��
of surFac� in whicfl joi�ts occur.
�. �epaiY ae replace d�f�ced or disfigured fnishes cau�ed by wc�rk of t�iis S�ction
an�1 replace where installat9on techniques r�sult i� unsatisfactory joining of
materials �nd u�sightly conditions. �
3.6 PROT�CiIOiV
C&B 01135�.Q10 0792Q -1�4
�OQ2 Joint Seala�ts
A. Protect sealanis from contaminatian until cured.
B. Protect sealant joints in horizontal surfaces from foot and �ehicular traffic until
cured.
3.7 SCHEDULE
A. Items Not to b� 5ealed:
1. Joints cavered by �oint covers and s�als specified in Se�tion 0��1 Q.
2. Joints, perimeter, and penetrations in fire-ratec� assemblies. Use firestops
specified in Section 47�40.
8. Sealant ScMedule:
1. Exteriar �ocaiians:
a.. Wall Joints:
�} Bardered on both sides �y porous building material
{conc�ete, sior�e, m�sonry, �xterior insulatian and finish
systems): ��signation [U-MC] [U-SC] [S-G�] �F�WP�.
�} �o�d�r�d on bath sides by nor��parous b�ilding material
(caated and uncaated metals, anadi�ed aluminum,
, [�orcelain tile,] and glass}: Designation [S-C�] jF WP�.
3) �ordered on one sid€ by porous building material
(concrete, ston�, masonry) and other side by r�fln�porous
buildir�g material {caated and uncoated meta4s, anadiz�d
aluminum, [parcelain tile,] and glass}: Designation [U-MC]
�u-sc� [s-�Pj �� w�j.
b. Perimeter o# penetrations through walls: D�signation [U-N1C]
[U-SC] [S-CP] [F-WP].
, c. �x�ansian joints in ceiiings, soffits, and over�ead surtaces:
�esignation [U-MC� [U-SCj [S�C9P] [� WP].
� ci. Controi joints and perimeter of penetrafions irt ceilings, saffits, an�
� averhead su�aaes: �esignation [U�MC] [U-SCj [S-GP] L� WP].
e. Wall and ceiling joints betw�en frames and t�eir rough opening.
� ; ��signation [U-�iC] [U-SC] [S�G�] [F-�!1!P].
f. W�II and ceiting joints b�tw�en fram�s and adjaining surfaces:
��signatio� [UAN4C] [U-SC] �S�C�] [F W�]. �
g. Jaints and perirneter a# penetr�tions in hori�ontal pedestrian and
� ��hicl€ traffic surtaces: Designation [U �'�] [���],
� h. .loints and p��m�t�r of penetrations subject to co�tinuous
submer�ion in w�teP: Designation �S.
� E i. �xte�iar wal! �nd ceiling joints ov�r � inches in width: Designation
, [U�1ViC] [F WP].
j. Joints in Section Di610: �esig�ation [S�GP] [��WS].
I �C. 5ealant at molding clip in S�ctian 1 a�36: pesignatio� [U-MC]
. . I��s�� LS����
I. 5econdary seal of joinis in precast conc�ete wall panets [masonry
walls]: h�WS.
�, lnterior Joints:
� a. Wall and ceiling jaints subj�ct ta movement: Designation [U-MC]
, . [5-C�] [F�WP]. �
� b. Wall and c�iling joints not �ubject to mavement: D�signation FoL.
c&a o����s.o�a o�szo -1�
2pfl2 Joint 5ealants
c. Interior side of exterior apenings: [U-MC] [U-SC] [5-GP] [F-WP]
d. Floor Jaints: Designation [U-TB] [U-MC] [F-P].
e. Wall and ceifing joints between frames and their rough npening:
Designation AL.
f. Wa11 and ceiling joir�ts between frames and adjoi�ing surtaces:
Aesignation AL,
g. Jaints subj�ct to continuous imm�rs9or� in water: ��signation �5.
h. Join#s ir�dicated to �equir� abuse-resistance and pic�-resistanc�:
Designation U-AR.
i. Interior Sar�ikary Joints; Joinfs �etween Plumbing f�ixtur�s and
Adjoining �laor, Wall, and Ceiling Surtaces; [Jaints �e�rn►een
Shower �oor �nclosure Components and Rdjac�nt �inish
Sur�aces] [Joints in bealt� Care �acilities Which Occur in
Operating �ooms, �eliv�ry Ro�ms, Dietary anc! I�oad P�eparation
A�eas, Ftitch�ns, �ood Storag� Areas, Sailed Warkraoms,
Isolati�n rooms, Sterile ��oaessir�g Rooms, and Areas Subject to
�requent Wek Cleaning, fncluding joints between walls ar�d floors�;
.�oints ��tweer� �ack Splash�� and Wall Substrates: �esignation
SPS.
�ND O� S�CYION
C&B 011358.010 07920 -18
204� Joint �ealants
�
SECTION 08112
SiANDAR� Si�EL DOORS AND FRAM�S
I ,
�
�
m
�ART 1 � G�N�RA�
1.1 S�C�'ION INCLU[}ES
A. Sectian includes non�rated rolled steel doors, and frames.
1.2 ������NCES
A. AN51 A117.1 -�pecifications for Making �uildings and �acilities Accessible ta
ana Usable by �hysically i�andicapped �eople.
�. ASiM A 1�3 d�inc (Hot Dip Galvanized) Coatings on lron and Steel Products.
C. ASTM A f�3 � St�el Sheet, �inc-Caated (�alvanized) or �in�lron Allay�Coated
(Galv�nnealed) by the bot-�ip �rocess.
D. ASYM C 236 -�est Methvd for Stea�y-State �l�ermal �'ertormance of �uilding
Assemblies by Means of a Guarded Hot-Box.
�. DHI -�oor F�ardware lnstitute: The lnstatlation of Commercial Steel Dflars and
St�el Frames, Insulated Steel C�oors in Woad Frames and �uilder's I�ardware.
�. N�PA �5�, �ire iests of Door Assemblies.
G. SDI-100 - Sta�dard Steel �oors and Frames.
H. S�1�10� -�ecommended �rection Instruc�ions for Steel Frames.
I. SDI-107 o bardwar�e for 5ieel C�aors (Fteinforcement - Appiication}.
�.3 QU�LIiY A55U�ANCE
A. Conform ta requirements of SC�f�104.
�. Manufaeturer Quafi�cations: Company specializing in manufacturing the
Products specified in this section with minimum three years docume�ted
experience.
1.4 R�CU��ORY R�QUI��M�NiS
A. Conform t� applicable local building codes for fre rated requirements of inetal
doorlmetal frame and wooci doorlmetai frame assemblies.
C&B �11358.010 0811� - 1
2002 5tandard Ste�l �aors and ��ames
;
1.5 SU�M�TTALS
A. Indicate frame configuraiion, anchor kypes and spacings, lacation of cutouts for
hardware, reinforcement, and finish.
�. Indicate door el��ations, intemal reinforcem�nt, closure method, and cut outs for
glazing.
C. Samples: Submit two samples af door frame metal, 6-inch by 6�inch in size
illustrating pre�finished door colors and surtace t���re.
D. Manufacture�'� Installation tnstructioRs: Indicate special installation inst�uctions.
E. fUianufacturer's Certificate: Certify that �rod�cts meet or exceed specifed
requ�rements.
1.6 ���IV�RY, SiORAGE ANn �'F20TECilON
A. Pratect doors and frames with� resilie�i packaging.
�. Accept doors an site in manufacturer's pacf�aging. Inspect for damage. .,
Co Break seal onosite to permit ventilation.
1.7 FIELD MEASUREIIA�N�S
A. Verify that field measurements are as indic�ted ti� shop drawings.
1.� COORDINAiSON
A. Coordinate tt�e woY4c with dao� opening canstruction, d�or f�am� and doar
hardware instaflation.
�ARi 2 � �RODUCiS -
2.1 NiANU�ACiUREFtS
A. �oo�s and Welded Unit �rames:
� . Ceco Corporatian.
�. Fenestra Corp. �
3. Republic �uilders Products.
2.2 �00� AN� ��AM�S
A. DOOPS: SD1�900 �rade Il Model 1 for interiors (1� gage) and Model 2, galvanized
(16 gage} for exteriors.
C&� U11358.Q10 08� 1� � 2
�00� Standard 5teei Doars and �rames
8
�
�,
B. Ext�rior Frames: '�A� gage thick material.
G. Interior Frames: 16 gage thick material.
2.3 D�OR COR�
A. Core iypes:
1. Interior Daors: Steel channel grid.
2. �xterior D'oors: Steel channel grid.
�. lnsulated door insu�ation �alue of �=�.D for po�yurethane.
� �.4 ACCf�S�OFtI�S
A. i�ubbe� Siier�cers: Resilient rtabber.
�' �. C�la�ing Stap�: �oll�d s#eel cl�annel shape, mitered comers; prepared for
�ounters4nk style tamperproof screws.
� C. Anchors: �hree per jamb, tyAically, of type to suit supportive construction.
r 2.5 4�A�RICAT'IUN
i 1
� A. Fabricate frames as welded unit.
�. Mullions for �ouble Doors: Removable type. Pra��de me#al �' shaped astragafs
for ciouble doors.
_ C. Fabricat� frames a�d doors with 1�ardware reinfarc�ment plat�s welded in place.
Pro�ide mortar guard boxes.
D. �eznforce frames wider than 4� inches with roll farmed steel channefs fitted
tightly ir�to frame head, flusfi with top.
�. F�repare #�ame for silencers. Provi�e three single �ubber siiencers far single
doors and mullions of doub4e doors an st�i�e sicie, and two sir�gle silencers an
frame head at double doors wi#hout mullions.
F. Attach fire rated label fo eacl� frame and dooe unit.
G. Close top edge of exteriar door flc�sh witY� inverted s#ee1 channel closure. 5eal
joir�ts watertight.
��I. �abricate €rames for masonry wail coursing wi�h ��inch head member.
2.6 FIN1Sb
C&B 011358.010 0817� � 3
2Q02 Standard Steel Doors and �rames
1_.�
A. Steel Sheet: Ga�vanized to ASTM A 653, G90.
B. � Interior Units: �aked on primer.
C. �xterior Units: Baked on Primer aver �.25 ounces per square foot galvanizing, in �
accordance with ASiM A 1�3.
D. �ield paint as scheduled.
PP��� 3 - I�X�CUiION
3.1 EXAMlNA�ION
A. Verify that openfng sizes and #oleranc�:s are acceptable.
�. Verify sur�aces and c�nditions are ready to receive wark of this section. Notify
Architect of any existing conditians which wi�! adversely affect execution.
�eginning af execution will constitute acceptanc� of existing conditions.
3.2 iN��'�1��AATION
._�. -
A. Ins#all frames in accordance with SD1�1 A�. �
. _:
�. Install doors in accordance with DHI. �'
�`
C. Caordinate with masonry and wallboa�d cons#�uction #or anchor placement. �
�. Coordinat� i�stallation of glass and glazi�g. ���.J���
_ �:�.:`'; -
�:==':���
�. Instal� roA formed steel reinforcement channels be�ween twa abutting frames. -
Anchor to structure and flaa�. -� �
F. Se# frames piumb, level, ar�d i�ve a�ignment, securely fastened to the fla�r ar�d
adjoining walls.
�. Instafl doors accu�ately �n frames, maintaining specified clearar�ces.
,
3.3 i0l��F�Ai���S �
R. Maximum �iagonal �istortian: 118-inch measu�ed with straigh# edge, came� to `
coene�.
3.4 A�JUSiIN� AN� CL�ANING �
C&� 0113�S.a1 Q 08112 - 4
2��� Standard Steel Doors and �rames
�i
�
A. Ad}'ust hardware and daor movement for smooth, quiet and balanced door
movement.
�ND OF SECYION
I ; --
�
� �� �
�
; �.
I ,�,
� , �
� C&B Q11358.Q10 Q81'[2 - 5
I �p02 Standard Steel Daors and �rames
f �`
t_
�°
s�cTiory o9soo
PAINTING
PARi 1 - GENERAL
, , SCOP� OI� WOR�t
Surface preparation, prime caating, ar�d finishing coating a# alE surFaces where caating
�
is requir�d. .
� 1.a2 R�,��R�NC�S
�►. AAISIIAS Th1i �1 fi-�efini#ians of `�erms Relaiing to �aint, Vafnish, �acquer, and
Related Produc#s.
B. AS�M ���16 - Test Method for �lioisiure Cantent of Waod.
�
�-
�
i
�
9.03 9�FINIiIONS
A. Cor�farm to ANSIIASYM D1B for interpr�tation �� terms �sed in this Section.
�. Where the terms "exposed" sur�ac�s are used to define �ainting lacations and
requirements it shall include ap �isibl� autside surfaces, top af walls and inside
surfaces to 9'-0" below ihe weir level or to floor level, whichever applies.
1 A4 G3UALI�1( ASSURRNC�
A, F'roduct Manufact�rer: Company specializing in manufacturing quality paini ar�d
�nish products with ten (14} years experience.
�. A�plicatar: Camp�ny specializi�g in industrial painting and finishi�g wi#h fiv� (�)
y�ars d�cc�mented experience, approved by �roduct manufactur�r.
1.05 R�CULATORY R�QUI��M�NiS
Conform to applicable code far flamelfuellsmok� rating re�uirements for finishes.
�.06 SU�MITTI�LS
A. Submit prad�act data under pro�isions af Section 0134D.
�` ` �
I
��
�. �rovide product data on all coatings, and pravide coating schedule showing the
specific applicatians for which each coating syst�fn is propos�d.
C. St�bmit sampi�s or color charts illustrating range of colars and textures aWailable
for each surtace finishing prnduct scheduled, for selec#ian.
D. Submit manufacture�s application instr�ctions under provisions af Sectior�
01301.
I C&B 011358.01 D
2002
09900 - �
Pai�ting
k 4-.
E. Submit letter certifying that manufacturer and a�plicator meet requirements of
part 1.4 0# this section.
1.07 DELIVERY, SiORAGE, RND HANDLING
A. neli�er, store and protect produc#s i� accordanee with caating manufacturer's
instructions. �
�. Deliver products to site in seal�d and lab�l�d containers; inspect to �erify
acceptanc�.
C. Container labeling to includ� manufacturer's nam+�, type of paint, brand nam�,
brand code, cove�age, s�r#ace pr�paration, drying time, clea�up, color
d�signa#ian and insteuctions far mixing and reducing.
�. S#ore paint mat�ri�ls at minimum ambient temp�rafiure of 4�°� (7°C) and a
maximum of 90°� (3�°C), in wefl ventilated area, unless required otherwise by
manufacturer's instructions.
�. iake precautionary m�asures to pr�:vent fire hazards and spontarieous
combustion.
1.�$ �iVVI�OIVNf�M�AL ��QUIR�iw�N I S
A. �rovide conti�uous ventilation and heatfng faciliti�s ta main#ain surtace and
ambient t�mpera#ur�s �bo�e 4�°� (7°C} far �4 hours befare, during, ar�d 48
hours after ap�fication of finishes, unless �equired otherwis� by manufacturer's
instructions.
�. �a not a�ply ext��ior coatings during rain ar snow, or wh�n relati�e humidity is
ab�ve 50 p�rcer�t, unlsss r�quired ctherwise by manufacturer"s instructions.
C. Niinimum Applic�tio� �empeYatur�s for �atex �aints: 4�°�' (i°C) for ini��ioPs;
54°F (10°C) for ext�rior; �niess r�quired a#he�wis� by manufacturer's
instructions.
�. MinEmum A�plic�tian �emperatur� for Varr�ish and �inishes: 6�°� (1 �°C) fo�
interior or exterior, unl�ss r€qui�ec! oth�r�vise by ma�ufacturer's instructions.
�. �ro�ide lighiir�g level ofi 8a foot candl�s me�sured mid-he9ght �t substr�te
surtac�.
F. Contractor sFi�l! b� fully responsibl� #or personnel sa#�#y during painting
operatiofls.
1.09 �X�RA SiOC�
A. �rovid� an unop�ned on�-gallon cantainer of each calar and surFace te�ure to
Owner.
C&B 011358.010 D990Q - 2
2402 Painting
)
�'.. f
B. Label each container wit1� color, text�re, room locatians, and i� additi�n to the
manufacturer's label.
� _ PAf�Y 2 - PRO�UCYS
, 2.01 ACC�PTA�LE MANUFAC�UR�RS - ALL COATINGS
R. Ameron
B. Carboline
C. Tnemec
p. Valspar
�,' 2A2 MAY�RIA�.S
�
A. Coatings: Ready mix�d, except feld cataly�ed coatings. Pracess pigments to a
� soft past� consistency, capable of being readily and unifarmly dispersed to a
homogeneous coating.
, �. Accessary Materials: Linse�d oil, shellac, turpentine, paini thinners and ather
materials not specifically indicated but required to achi�ve the finishes speczfied,
` ' of commercial qualiiy.
��
, C. Contractor shall ha�e complete responsibility fior ensuring that each coating
applied is compatibl� witt� i#s substrate andlor its intended finish caat, and thaf
#he completed coating system is suita�le #or its intended service.
� 2.Q3 �INISHES
�efer to schedule at end of Section for su�'ace �inish schedule. Colors shall be
��; selected by the OWN�R fram manufacture�'s standard color charts.
PART 3 � �X�CUiIOA!
3.01 INS�ECTIQN
A. Verify that surfaees ar� ready to recei�e worf� as instYucted by the product
manufacturer.
� �. �xamine �urfaces sc�e�uled to be fir�ished prior to commencement of work.
��part �ny conditiar�s that may potentially affec# �aroper application.
� C. Measure maisture content of surtaces using an electronic mois#ure me#�r. �o
not apply finishes canless moisture conte�t of surfiac�s are belaw t�e foflow3ng
! ma�cimums, uN�ss more stPingent limitatiar�s are recommended by the coating
, manufactu��r:
1. �'laster and Gypsum Wallboard: 12 �ercent .
i
2. -.Masonry, Co�crete, and Concrete Unit flliasonry: 1� perc�nt
C8�B 01135�.U10 Q990� - 3
20fl2 Painting
�
3. Interior Lacatec� Wood: 15 percent, measured in accordance with AS7M
D2016.
3.02 PREPARATIQN
Surface preparation shall be as indicated in Part 3.��.
3.03 PROiECiION
A. Protect �lem�nts surrounding th� work of ihis 5ectior� from damage or
disfiguratian.
�. Repair c�amage to ather surfaces caused by wor� of this 5ection.
C. �urnish drap cioths, shi�lds and protective metFiods to pr�vent spray or
ciroppings from disfiguring othe� sur�ac�s.
D. Contractor shall remeve empty paint containers from site, and dispose of a!I
Excess materials and empty cor�tainers 9n full �ccQrdanc� with afl applicabl�
state, federaf and local laws.
3.04 RPP�ICRiiON
R. Rpply products in acca�dance with manufacturer's instructians.
�. 90 not apply finishes to sur#aces t�at are nat dry.
C. Ap�ly ��ch coat to uniform finish.
p. Ap�l.y each coat of paint slightly darker than preceding caat unless oth�rwise
a�pror►�d.
�. S�nd lightly between coat� ta achieve r�qui��d finish.
F. Allow ap�fied coat to dry before r�ext coat is a�pii�d,
�. Where clear firiish�� ar� required, tint fill�rs to match waoc�. Worl�c fillers i�to tMe
grain before set. Wip� �xcess from sur�ace.
H. ��im� �ack sur#aces of int�rior �nd exterior woodwor� with primer paint.
Prime back surfiaees of interio� rrvoodwor� scheduled t� �ec�ive stai� �r vamish
finish with gtass va�nish red�c�d 2� p�rcent with mineral spirits.
��int all e�erior and interior wood, concrete and metal item� #h�oughout t�e
proj�ct, except for surFac�s listed belaw:
1. Interior and exterio� conc�ete sur�ac�s, unl�ss sp�cifically nntecf on plans.
�. Concrete waikw�ys, pa�ement, sidewalks and stair kreads.
3. f�et�l surfaces af anodi��d aluminum, stainless st�el or chromium piate.
4. �pera#ing part�, unless athe�uvise specified.
�. Existing structures, piping or equipment, unless atherwise specified.
c&a o� �s�a.a� o aseoo - a
2DD2 � Painting
0
i
-r
8- .
Ft. �tepair any damage ta paint on existing structures caused by construction wor�.
Match existing cotors with touch-�p pain#.
3.05 �INISHING MECHANIGAL AND EL�CTRICAL EQUIPMENi
A. Colors for �quipmertt, piping, conduits, etc., shall be selected by the OWNE�
� . during submittal pracess.
�. �'aint shap primed equipment.
C. Remov� unfinished louvers, grilles, co�ers, and access �anels on mechanical
and electrical components and paint s�parately.
' D. Replace or repair identification markings on mechanicai and electricai equi�ment
when paint�d accidentally.
�, �. Pain# interior sca�fac�s of air ducts, and conr�ectar and baseboard heating
. cabinets t�a# are visible through grilles and louvers with one coat of flat black
paint, to limit of sight line.
�. fi�aint dampers exposed behind louvers, grilles, and convectar and baseboard
cabin�;ts to match face panels.
� ,
G. Pain# ejcposed canduii and electrical equipm�nt accurring in finished areas.
, H. �aint both sides and edg�s of plywood bacl�baards far elec#rical and telephone
equipment befar� installing equipment.
!. All expased piping, both in�aor and outdaor, insulated and uninsulated, except
._ stainless steel p�p�, s�rall 6e pain#�d.
,
J. Calor code �quipment, piping, co�duit and expos�d ductwar� in accorda�ce with
��quirements indicated. Calor band and id�ntify with flaw arrows and nam�s.
� �
K. �eplace �lectrical plates, hardware, light fixtt�re trim and fittings removed priar to
�nishing.
3.06 CL.EANlNG
r A. As wor� proceeds, promptly rema�e paint wh�re spilled, splashed ar spattered.
�. �u�ing pragr�ss of work maintain �premises free of unnecessary accumutation of
tools, equipment, surplus mate�ials, and d�bris.
C. Coilect cotton wast�, cloths and material which may constitut� a fire hazard,
', r place in closed m�tai cantainers and remo�� daily from site.
� -� �
D. Wh�re existing paint is remaved, callect ar�d dispose of remaved caating in full
: accordance wi#h al� applicabl� laws and regulations.
' C8�B 01 �35B4O10 099Q0 - 5
; 2Q�2 Painting
f �'
E. Where existing coatings are topcaate� with specified system, verify compatibility.
Appiy test patch and conduct adhesion t�st, notify ENGINE�R of a�y problems
prior to proceeding.
3.07 SCH��UL�
A. Galvani�ed Metal and Nan-Ferrous Metai, C�cterior, where painting is required: ,
1. Sur#ace preparatian: Salvent Cleaning, �SPC-SP� ..
2. Product and Manufacturer: Pravide ane af the follawing:
a. in�mec:
(i) Primer: �6 I�poxyline -� coat, 4 dry mils, ��0 square feet p�r
gallon.
{ii) Finish: Series i0 �dura-Shield � 1 caat, 1.� dry mils per coat, 584
square feet per gallor�.
b. Carbofine:
(i) Primer: Carboline �93 - 1 caat, 4A mils dft.
(ii) �inish: Carboline 'i 34 - 1 coat, 1.5 miis dft.
c. Rmeron:
(i) �r�mer. Amercoat 385 Palyamide �poxy � 4 coat, 4 dry mils, 265
square feet per gallon theoretical.
(ii) '�inish: �mercoat 450 bS bigh Salids Aiiphatic �'olyurethane -1
coat, 1.� to 2 dry mils per coat, �29 square feet per gallan
thearetical at � dry mils.
d. Valspa�:
(i} �9 S�ries - 9 coat, 4.D dry mils.
{ii) �/40 Series � 1 coat, 1.5 to 2 dry miis.
�. �alvani�ed �er�ous snd Non-�errous Metals, 1nt�rior and �xteriar, Nan-�errous
Metal Su6m�rged ar Intermitte�tly Submerged:
1�. Surface Prepa�ation: Saivent Cleaning, SS�C-S�1 ar hand taof clear�,
SSPCoS�2 ta �eemove insaiuble cantaminants.
2. I�roduct a�d Manufac#urer: �rovide ane af the followir�g:
a. T��m�c:
(i) F'�im�r: 6fi�1211 ��axoli�� �rimer � 1 coat, 4.fl dr�r mils.
{ii) �inish: Series 66 Hf-�ui�c� Epoxolin� -'k caat, 4A dry miis.
b. Carboline
(i) Primer: Carbolin� 893 � 1 coa#, 4.0 dry mils.
(ii) �inisi�: �a�balin� �90 -� 9 co�t, 4.0 dry mils.
c. Am�r.a�:
(i) �rimer: Am�rcoat 3�5 �olyamide �p�xy � 1 co�t, 4.0 dry mils.
(ii} �inish: Amercc�at 38� Palyamid� epoxy � 1 coa#, 4A dry mils.
� �rush al1 weld s�ams, rivots, bolts an�l nuts, etc., wit� �0°�
thinned solution priar to fiirst fuli coa#.
d. Valspar:
(i) Primer: �9 Se�ies � 1 coat, �.0 dry mils.
(ii) �inish: 89 S�ries � 1 coat, 4.0 dry mil�.
C. Afl Aluminum 9n Cantact with �issimilar til9ater�als:
1. Surface Preparation: R�mov� a!I foreign matt�r.
C&B 011358.Q10 ossoa - s
2QE}2 �
�ainting
.9
�•,
2. Product and Manufacturer: Pror►ide one of the follawing:
a. Tnemec: Seriss 6fi Hi-�uild Epaxaline 0 2 coats, �4.0 dry mild per caat,
20D square feet per gallon.
b. Carboline: Carboline 893 - 2 coats, 4.a mils per coat.
c. Ameron: Amercoat 3�5 Palyamide Epoxy - 2 coats, 4.0 dry mils per
coat, 265 square feet p�r gallan thearetical.
d. Ualspar: �9 5eries -� coats, 4.0 dry mils per coa#.
D. Mill-Coated Steel Pipe:
1. Surface preparation: SSPC-SP10 Near White blast.
2, Produci and Manufacturer: �rovide one ofi the foA�wing:
a. Tnemec:
(i) Primer: 86�1211 �paxoline Primer � 1 coat, 4.a dry mils per coat,
�40 square fe�t per gallon.
(ii) Finish: 5eries B6 bi-�uild Epoxoline -1 coat, 4.0 dry mils per coa#,
200 square fe�t per gallon.
b. Carbalin�:
(i} Primer: Carbolin� �93 � 1 coat 4.0 mils dft.
(ii) �inish: Garboline 89D e 1 caat, 4.0 mils dft.
c. Ameron:
(i} Primer: Amercaat 3�� Palyamide Epoxy - 1 coat, 4.0 dry mi[s, 26a
st�uare #eet per ga11o� theor�tica[.
(ii) �inish: Am�rcoat 3B5 Polyamide �poxy -1 coat, 4.0 dry mils, 265
square feet per ga�lan theor�ticaf.
ci. Va�spar:
(i) Primer. 89 Series -1 coat, 4.Q dry mils.
(ii} �ir�ish: �9 Series -1 caat, 4.a dry mils.
E. �errous �Iletals, �xteriar nat Insulated
1. Shop Surface Preparatior�: SSPC-5P6, camm�rcial blast
2. h ield 5ur�ac� PrepaPation: 5as�d�lasting or field w�lds and other
imperfectians. �NCIN��R rnay require all areas to b� blasted at their
discretion, in accordaRce with SS�C-SP6, cammerciat blast. Entire exterior
surtac� of digester dome cover, including sid� s�irt, shall receive SSPC�
S�6, commercial blast.
3. Praducts and Ma�u�aaturer: Prouide one of the faflowing:
a. Tnemec:
1} Shop Primer: Series 66 �poxaiine � 1 coat, 2.Q dry mils.
Z} Fi�ld �rim�r: S�ries 66 E�oxolin� tl'# co�t, �.D dry mi�s.
3} �inish: Series �4 �ndusa�Shi�ld � 1 coat, 3.0 dry mils.
b. Carboline:
9) Shnp Primer: Carbaline �93 � 1 coa#, 3.0 mils dft.
2} �'i�ld Rrim�r: Garboline 893 - 9 co�t, 3.0 mi�s dft.
3} �inish: Carbalin� 133F�� � 2 caats, 1.5 mils dft. per caat.
c. Am�ran:
9) Shopl�ield Prim��: Amercoat 3�� �olyamide Epo�cy - 9 coat, 4.0
dry mils to be appli�d in the shflp or in the field.
:.�
C&B 0'11358.01 D 09900 - 7
zaoz
Painting
�) �inish: Am�rcaat 4��HS High Salids AIiPi�atic Polyurethane - 2
c�ats, '!.5 dry mils per coat.
d. Valspar:
1) Prim�r: �9 5eries -1 coat, 3.0 dry mils_
2) �inish: V40 Series Urethar�e - 2 c�ats, 1,5�2.4 dry mils per caat.
F. Exposed, Uninsula#ed PVC �iping, Interiar and F,cterior:
1. Surfac� Preparation: As recomm��d�d by coating mar�ufacturer.
2. Praduc# and Manu#acturer: �'rovide one of the following:
a. i nemec:
1} Finish: 5eries 66H-�uiid �poxoline -1 coat, 4.0 dry mils.
b. Carholine:
1) �inish: Carbolin� �90 - 9 coat, 4.0 dry mil�.
c. Ameron:
'�) �ir�is�: Am�rcoat 3�5 �olyamid� �poxy � 1 caat, 4.0 mils. dft.
d. Valspar:
1) �inish: 89 SeriesP1 coat, 4.0 dry mifs.
�N� OF SECTION
C&B (}11358.01 D assoa - s
2002 Painting
��,
sr�cr�oN a�so�
WETWELL INTERIOR COATING
�
f�
PART1 G�N�RAL
1.01 SCOP�
T'his item shall govern all wark, mai�rials, and testing required for surtace preparation,
repairs, and solve�tfess epoxy coating applicaiion to proposed lift station wetwell interior.
1.02 R�LA�'�� WOF�F�
A. Sec#ian 9301 "Submittals"
B. Division 3: Cancrete
C. Section 99fl0 °�aintin�"
'k .43 ����R�NC�S �
R. RSTM -� Rmerican Saciety far Yesting and Materials
B. IVRC� - National Associatifln of Carrosion �ngineers
�. SSPC - Steel Structures Paintir�g Council
D. RCI -American Concrete Institute
1.aa SUBMITTALS
A. Submit tecl�nical data s���t an each produc� used, inctuding ASiM test results
indicating the prodUc� conforms to and is suitable for its intended use p�r Item
Q1300, "Sub�nittals".
�. Mate�ial �ata Sheets (MS�S) f�r each p�oduct used.
C. Manufactures application guidelines and recommendations
�. Q�alifications of Appli�ator
1. Manu�acturer certi�catian that applicatar has been trained and �pproved
in the handltng, mixing, and application of the products tn be used.
2. C�rtification by the protective coa#ing manufacturer that the �quipment to
be used for ap�alying the products h�s ��en approved and Applicafor
persor��el have been trair�ed for proper use of equipm�nt.
3. Five (5} r�c�nt references of applicatar indicating succ�ssful application
of a high-build solven#less �poxy ca�tir�g by spray applicaiion.
C&B Oi135�.01Q
zaoz
{39901 - 4
Wetwell Interior Coa#ing
i�
4. Design and appficatian details for any acldEtional systems and equipmeni
to be used in site and surface preparation.
1.05 DELIV�RY, STORAGE, AN!] HANDL.ING
/_�
R.
Materisls are to be kept dry, pratected �r�m weather, and stored under cover.
Pro#ective coating materiafs are to be stored between 50 degrees F and 90
degre�s �. Do not stare n�ar �lame, heat, or strong axidants.
1.06 SI�� CONDI�IONS
A. Applicator shal! canform with a!I local, sta#e, and federal regufatians; including
those set fo�th �y OSHA, RC�A, and the �PP,, and o#her state and lacak
autharities.
�. Allethod statements and design procedures are to b� provided to the Own�r when
canfined space entry, �law diversion, debris ferv►oval, or bypass pumping is
n�cessary in order far R�plicator to p�rtorm the specified work.
`��;::_����
Contractor shall warrant a!I work against defects in materials and workmanship for a
p�rind af on� {1) year from the date af the final accept�nce of the project. Con#�act�r
shall, within a reasonable time after receipt af written notice thereof, repair def�cts in
materials and wo�cman�hip which may de�elop during said or�e ye�r warran#y p�ri�d, at
�a cast ta the Owner.
�AF�T 2 �'RODUCiS
2.01 �XISI"1NC F �QC7UCi5
A. St��da�d �orfila�d c�rrent o� new concrete must b� well cur�d prior to
applica#io� of the prot�ctive coating. Ce�e�aliy, 28 days is ad�quat� cure tim�
for st�ndard Pa�la�d cernent.
�. C�menti#ious paiching and r�pair materials should r�at be us�d unless t�ei�
manufacturer provides information as to iks suitability for top�coating with an
epoxy caating. ��a��ct specif�c submittals should �e provided includir�g
applicatian, cure time, and surFac� prep��ation peocedu�es uv�ich permit o�timum
bond strength with tF�e ep�xy coating.
C. �emove existing coatings prior ta application of th� n�rw pratective coating.
Applicatar is to maintain strict adher�r�ce to ap�licabl� NAC� and S��C
recammendation with regard to proper su�face preparati�n and cflmpatibi�ity witf�
�xisting caatings.
�.02 F���RIR MR���IALS
�
C8�B 0113�8.010 09901 - 2 Welwell Int�rior Caating
zoo2
�-,
A. Repair materials shall be used to fil! voids, structurally r��nforce andlar rebuiEd
surtaces, etc., as determined necessary by the Engineer arid pratecti�e caating
applicator. Repair.materials must be compatible with ihe specified epoxy eosting
and shall b� applied in accordance with the manufacturer's recommendations.
�. The fol�owing repair products are acceptable for Use in conjunctian with an epoxy
coating.
'i. 10�% salids epoxy graut that can be troweled or sprayed and specificalfy
formulated for opt�mum epoxy topcoating compatibility. The epoxy grout
manufacturec shall provide instructions for epoxy fopcaating procedures.
�. �actory bl�nded, rapid setting, high early st�ength, fiber reinforced,
npnshrink repair morkar or grout that can be troweled or pneumatically
spray applied. Manufacturers shall provide ir�formation �s to the
suitability for topcoa#ing wi#h an epoxy coating. Project specific submittals
shall include appGcat'ton prpcedu�e, cure time, and surfiace preparation
procedures which p�rmit optimum bond strength with an �poxy eoating.
3. 5hotcrete shall confo�m to a!I r�quirements of I�CI-506, exaept as
modified by th�se specifc�tions. 5hotcrete shall be composed of
Portland Gement, aggregate, and wat�r, so proportioned as to produce a
concrete suitable for pneumatic applicatian. Cursd shotcrete shall have a
minimum surface tensile strength ai 3p0 psi. No coatings shall b� applied
priar to a full 2� day cure unl�ss appraved in advance by the �ngineer.
2.fl3 PR�TECTlVE COAiING
A. Nianufacturer: �a�en �ining Systems, Inc. �ulsa �klahoma, 1-�00-324-2�10, or
ap�roved equal.
, �. ��scription: i�av�n Ultra F�igh�Build �po�cy coating, a twa pari @poxy resin
system using 1flD% solids based epoxy binder with fibrous and fla�Ze filters, as
manu�actur�d by Raven ��nin� Systems and design�ted as Rav�n 405, or
approved �qual.
�.fl4 APP�lCAiION EQUI�M�N�
� Application equipment shall be specific�lly designed, or approv�d for use by the
, protecti�e coating manuf�cturer.
PART 3 � EXECU�iON
� 3.01 ACC�P%4BLE AF'PLICAYORS
A. Repair mar�ar a�p�icators shap be trained to properly apply th� c�menti#ious
, mortar accflrding to manufacturer's recomme�dations.
B. Protective coa#ing must be appiied by a ce�tified applicator of the pra#ective
; coating manuf�cturer and according to manufacturer's specifications.
C&B 011358.010 Q9901 - 3 Wefwell Interior Coating
2002
�!
3.D2 EXAMINATIDN
A Instalfation of the protecti�e coating shall not cammenc� untii the concrete
substrate has pro�erly cured and b�en prepared in accordance with these
specificatians.
B. �emperat�re of the surface ta be coat�� should be maintained between 40 �'
d�gr�es F and 120 degrees � during appiicatio�. �rior to an during appficatian,
care should be taken to avoid exposur� to direct s�nlight or other intense heat
source ta the structure being coafec4. Where �arying temperatures exist, care �
should be taken to appfy the caating when the surFace temperature is falfing
versus rising.
3.03 SURFAC� �f���AF�A�I�M �OR W�TW��� C�AiiPlG
A. Cieaning
1. Covers ar screens shall be placed o�er pip� in�erts to prevent extraneous
materi�l fram obstructing wast�water flow.
2. All cancrete that is not saund or has be�n damaged by chemical
expasure shall be removed from th� wetw�li. Loase and protruding brick,
martar, grout, and co�crete shall be remov�d using a masonry hammer
and chisel ar�cflor mechanical scr��ers.
3. R!l contaminants, inciuding, but not I�mited to grease, w�x, curing
com�our�ds, sealants, salts, coatings, and all oth�r cantaminants shall be
�emaved.
4. Su�faces to receive pratective caating shall be clean�d an�! abraded to
produce a sound surface with adequate profile to pra�id� a strang �and
b�#ween tl�� protective coating and the cancrete. Ail foreign materi�ls
shmli be �mo�erJ firam th� wetwell interior using hig� p�essu�e wat�r
spr�y f�,�ao to a,000 �si3.
B. Preliminary �epaies: All u�sealed lifting hol�s, unse�led step holes, voids larg�r
tFi�n approxim�tely one�half (1!�} incF� in thickness shali be fiiled wiih patching
compo�nd at E�ast one hour �eiae t� �pplication of the first s�ray c�at.
3.D4 r4�P�lCA�I�N �� ���AIR MA`��Ft1A�5
A. ��montitious repair rrtiaterials sh�ll be trow�l�d to pro�ide a�r�noatF� surfac� with
an a�erage profile equivalent to coars� sandpaper #o o�timaily rece9�r� kh�
prot�ctive coating. No honeycomb surFaces sFiould remain aft�r the �inal trowel
af the g�out or morfiar. �
�. The r�pai� materials shall be permitted io c�re accardi�g to manufactur€r
�ecommenclations.
C&B 011358.010 09901 - 4 Wefinrel! tntetiar Coating
20Q2
C. Afl surfaces should be inspected during and after prepara#ion and befora the
pro#eciive coating is applied.
3.05 APPLICATI�N �F INT�RIOR WETWELL COATIN�
A. Application pracedures shalf conf�rm ta the recommendations of th� protecti�e "
coating manuiacturer, including material handling,� rrzixing, environmental controls
during application, safety, and spray eq�ipment.
8. The spray equipment shall b� specificalfy designed to accurately ratio and apply
the specifi�d protective cflating materials and shal4 be regularly maintained and
in prop�r wor�ing arder.
C_ 5pecified sur�a�ces shall b� eoated by spray application of a moistur� tolerant,
solventless, iQD% salids, s�lfepriming �poxy coating. ih� coating wili be applied
to a fninimum wet �Im thicl�ness of �0� mils.
�3. Rirless spray ap�lication equipment app�oved by the coating manufacturer shall
be used to apply each caat of th� prat�ctive coating to avoid any patential
ca�tamination from compressed air oi� which may encourage inter-coat
delamination.
E. Subsequen# top-caating ar additional coats of t�e protective coating should accur
as soon as t�e basecoat becomes tack free, ideally within 12 haurs, but no later
than 24 haurs after the priar caat has been appli€d. �he protecti�e coating
manufacturer shali be consulted for a�y addiiional coat surtace pr�paration
guidelines if necessary.
3.Ofi Y�S�ING ANI� I1VS�'�C�ION
�. During application, a wet film thicicness gage, such as those availabie through
�au1 !�. Gar�ner Campany, InG. m��ting AS�iV� �4414 � Standard �ractice of
Ni�asurement of Wet Film ihickness of Org��ic Coatings by Notch�d ��ges,
shaU be provided ta the ��gineer's representative by the Contractor f�r use to
�nsure s monalithic coating and ur�iform thickn�ss during application.
�. A fina! visual inspectian sha11 be m�de by the �ngineer's and m�nu#acture�'s
r�pres�ntativ�. Any deficiencies in th� frnished coating shall be mar�ted and
repairad according to manufactueet's �ec�mmendations.
�N� Oi� S�CiION.
C&� 011358.010
2002
d9901 - 5
Wetwell Interior Coating
��
�
SECTION 11316
SU�M��SI�L� S�WAC� PUMPS
�ART 1 � G�N��►L
1.1 SC4��
A. Provide all�labor, materiats, tvols, equipment, and related stems required #a
furnish and install twa (�} s�abmersibfe non-clog wastewater�pumping units. �he
submersible p�mping unit sha11 inciude pump, motor, dischaege elbow stand,
pipe guides, cables, and all related components requi�ed �or a eomplete pumping
�rrit.
_. �
1.� ��L�►TE� WORK
A. Division 16 � Electrical
1.3 SUBMITfA�S
A. S�op �eawings, �roduct �ata, and Refated Informatio�.
1. Pumping Unft. f�rovide p�oduct data, assembly drawing, and refated
infoemation to s�aw compliance with this s�ctibn.
2. Cantrols and pump as�embly components. Provide product data, -
assemi�ly drawing, co�trol schematic drawings, and �elated information to
show com�lianc� with this sectian and ihe drawings.
3. Pump Curves. Pro�ide certified factory tested per�ormance cu�ves
showing capaci�r, �ead, NP5F0 aY minimum subme�sian requirements,
_ overal4 �fficiency� and bhp requirem�nts.
4. � Provide an assembly drawing far the specifiic pumping un�t ins#allation
showing pump, moto�, cont�ols, pipe guide, acc�ss openings, and related
components.
�. Pump T�sts. Provide factory pum� test data.
fi. RAanufactu�er's installation repoPts.
7. �esting, adj�sting, �nd balancirig schedul� and test reports.
S. Systems demonstration schedule and reports.
B. Operation ar�� Maintenance iNa�ual: Submit op�rating �nstructions, as built shop
d�awi�gs. parts fists, pumg cuw�s, test data, preventativ� maintenance
instructions, and r�elated informatio� to ifi�e City. O& All �afa shall be submitted
prior to shipment of #he equipment.
1.4 QUA�I'T'Y ASSU�4NCE
A. Acceptable Manuiacturer: Provide specified submersibfe pUmpfng �nits as
manu�actured by I�-�lygt Corp or accep#ed equivalent
�. �actory -�eeformance Tes#: �'actory pertormance tests "non�witnessed�� in
accoedance with the standarc4s vf the bydraufic Institute, shall be �equired for a!I
submersible pumps. Pump suppfier shall assume al1 costs for factary testing.
C&� 011358.DiU - 11316-1
2002 • 5ubmersible Sewage Purrips
PART 2 - PRODUCTS
2.1 PUMP CONSTRUCiION
A. Pump �ype: �he pumps shall be explosian praof� VEC�ICaI, single-stage, single�
suction, nonclogg9ng, centrifugal fype fo� operation in a wastewater wet pit
without extemal cooling. �ach unit shall be equipped with a submersibCe electric
rnator, completely shop assembled in the pump manufacture�'s plant, accurat�ly
aligned, a�d properiy prepared for shipment.
�. Cene�al:
1. Eacf� pump shalt b� capabfe of corttinuaus operation at fu11 laad with a
water level of 24 inches above the invert of the wa# pit withaut cavitation
a� o�erheating af the motor.
2. Each pump, wit� its cable and appurtenances, shall be able to withstanci
continuaus submerger�ce to a depth up to fi� feet, when running or aff.
without leakage.
3. Each pump shall be able to aperate for shart periods of zero static suction
head without causing any damage to any part of t�e unit.
C. Pump G�sign (Subme�sible Ir�statlatian):
1. T�e discharge connection efbow shall be permane�tly instailed in the wet
well a�ong with the discharge piping. Anchor bolts #or the discharge
connectian elbaw shap be Series 316 stainless steel. ihe pumps shall be
automatically �nd firmly connected to t�e dischaPge connection elbvw
when lowe�ed into place, and shall be �asily r�moved for inspection ar
service. ihere shall be no need fa� pe rrso�nel to er�ter wet well to �itFie�
disconnec# o� reconnect the pump.
2. Seafing of the pumping unit #a the discharge connection elbow si�all ��
accomplished by a simple linear downwa�ci motion of #�e pump. A sliding
guide bracket shall be integral pari of ihe pump unit.
3. TF�e �ntire w�ight of the pum�ing unit shall be guided by guide bar
assembiy an�1 pressed tightly against the c�ischarge cannection elbow,
� with metal-to-metal cantact or equal. Sealing of thQ dlschaege inte�ace
by m�ans of a diapi�ragm, Qoeing, o� other �levices w�lj not be acc�ptable
unless such a seal is guarantsed against lea�ing.
4. �he er�ti�e w�igFit of the pumping unit shaq be bom€ by the disc�ar�ge
connection elbow.
5. No portion of th� pump ��it shall bear di�ec#ly on t�ie €loor of tl�e wet well
�� o� a wetwell floar mount�d stand.
D. Niaterials;
1. Pump casin�, volut� antl statoP housing
2. Impeller
3. Sh�ft
C&B 0113�8.01 Q
�QQ2
'E 13'[ 6-2
Cast l�on, AS�N9 A4�,
�lass 30 th�ough Class 40
Cast l�an, A�iN� A48, Class
30 through Class 40
AISI �'yp� 3�9 Stainiess
5tee! or Carbon St�el �1035
(iso�at�d fram pump liquid)
Submersible Sewage �umps
�
�➢
�E
4. Wear Ring System
a. Statior�ar�
b. Rotating
5. Mechanical Shaft Seal .
a. Seal Adjacent to lmpeller
C:
7.
8.
b. S�a1 Ad�acent #o Mot�r �earing
Motor �earings
�xposed Nuts, �olts and Connecto�s
Shop �inish
Gast Iron or Nitrile r�bber
w�t#� s#eel or brass ring insert
Series 316 stainless steel
�ou�le with s#ationary and
positive#y driven rotating
tungsten carbide or silicon
carbide faces
�ouble with tungsten carbide
statianary and positively
driven rotating iungsten�
carbide faces
Anti�frictian type, �10 life
of 10 years.
Series 34Q Stainfess Steel
Zinc primer and polyester
resin, or acrylic coating
E. Casing: Each pump casing �hall be cor�st�ucted of fine-grained cast iron and
� designed fot side centerline discharge. �iffusion vanes are not permitted. The
casting shail �e designed for a minimum warking pressure of 100 psig and
` hydrostatically tested to 1-112 times the working pressure.
.�
F. Casing Ssals: .All mating surtaces where water�ight seafing is required shall be
� machined and fitted with niiril� rubber O�r�ngs. �it#ing shafl be such that sealing
:� is accomplishe� �y metal�todme'ial contact b�twe�n machined surtaces, resulting
in cant�olled compression of nitrile rubber O�rings without the requirement of a
� specific torque limit ta effect t�is. IVo secanda�y sealing compounds, �ectangular
�� 4 gaskets, elliptical Qdrings, grease, or oth�� devic�s s�all be used.
G. �'ump Shaft and �ea�ings: ihe pump shaft shalf be carbon steel if isolated from
the pumped fluid, or stainless steel 329 se�ies designed for heat treatment to
high mecf�anica! proper�ies with superior corrosion-resistant characte�istics. ihe
pump shaft sryaN �otate on two permanently lubr�cated h�avy�duty axial and radial
ball or rol�e� ��a�ings, tap and bottom. ��aring shafl ha�e a minimum �-iU lif� of
5Q,000 hours, at continuaus, mawmum load and speed, suppo�e� by detaile�
calculations, to be submitted with the sfiop dPawings. ihe shaft shall b� of
sufficient diamet�r to assure rigi� suppari of' the impeller and to prevent
excessive vibration at all ope�ating speeds.
�
H. �ump Shaft Seal:
1. . Yhe pump shall have two mechanical seals, mounted in tandem, one
stationary and one �evalving shaft seal with individual s�eings, ftangste�
carbin� o� silicon c�rbide ring, eac� not peq�iring any maintenance and
capable of withstanding '{.� times pump shutoff head or appro��d equal.
ihe seals shal! be oil lu�rica#ed with an oil chamber between the seals.
�'he lower seal shail be replaceable without disassembly of the seal
� chambe� and without the use of special tools. Pump�out vanes shal[ be
present on the backside of the impelier to keep contaminates out of the
seal a�ea. Seals sha11 be locally available.
C&B 01'1358.010
2402
'f 1316,3
Subrnersii�le Sewage Pumps
2. The pump s�all be equipped with a seal leak detection Float �e�el Ser�sor
o� probe warning system and test circuits. This shall be designed to aiert
maintenance personnel af seal failure wit�aut having to taf�e the unit out-
of-service for inspection ar requiring access for cl�ecking seal chamber ail
le�el and cor�sistency.
3. Units equipped with opposed mechanical seals shali not be acceptable.
I. Oi1 Chamber: �ach pump shafl be pro�ided with an oil chamber for the shaft
sealing system. ihe oil chamber shali house a pressure equalizer ring fiiled wlth
ai� for oi) pressure comper�sation. The drain and inspectior� plug� with pos�tive
anti�leak seai, shall be easily accessible from the outside.
J, ImpelleP: ihe pump impellers shall be maximum � vane non�clog iype one-piece
cast iron wi#h replaceable wear eirtgs on imp�lle� and casing, fuily-enclflsed,
designed with wide passa�es to peevent clogging when pumping solids, trash,
rags and string material entrained in raw wastewater. ihe Rmpeiler shafl be
statically and dynamieally balanced. The impells� hub shall �e accur�tely fitted
tQ the impeller shaft and s�c�red ta a straight fit on the shaft by means of a k�y
and threaded locknut. Impeller and casing s�all be desig�ed ta pass the
minimum test sphere si�e of 3 inches. C�eaeance between the rotating and
stationary pa�ts shall be adj�stable to �r�avide sustained pertormance without
�xcessive maintenance.
Fdo'�vr�e Im�eller [AQpli�s when the n�type impeller is to be suppliedj
ihe impeller shall be of semi�open, multi�vane, backswept, scpew-s�aped, non�
cfog design, made of gray cast iron, ASfiA+9 A�4� Class 3��. ih� impeller I�ading
edges shall �e mechanically self�cleaned automatically upon each rotation as
they pass across a spi�al g�aove located on the r�olute suctiort. �"he s�esw-
shaped leading edg�s of the impelle� shalf be ha�dened to Rc45 and shall be
capable o� handling solids, fbrous mateeials, heavy sl�dg� and otheY matter
nvPrr�ally fa�and in wastewater. �he screw shap� of the impeller inlet shall prov�de
an inducir�g effect for #He handling of up #0 5% sludge and rag-laden wast�water.
ihe impell�r to volute clearrance sha�l be readily adjustable by means af a singl�
trim screw. The impell�r shal� iae ieck��1 to the shaft, held Hy a� impell�r bolt and
shall be coated wit� alkyd resin prim��.
K. W�ar Ring: A w�ar ring system shal[ �� ins#alled to ��ovide efficient seali�g
between the volut� and imp�llep. ��e w�ar ring shal� cansist of a sta#io�ary ring
ma�e of Riteile r�uF�b�� malded with a steel �ing insert w�ich is d�ive fitted to tFie
volute inlet. PIIR fo� N pumps
L. Cables: Inelud� nec�ssary cabl�s to� power connectEot�, moistue� detection, and
o��rloaal protection, sheathed, coded, and suitable for stibmersible pumps, an�
of sufficient length fo� c�i�ect oo�nectian to the terminal baxes indicated. Aq
cables shall be conn�ct�d to th� pumps ar�d tested at the factory.
Appurtenances:
1. Nuts, boits, and fasteners shall be stainless steel.
2. AI� metal surtac�s cvming in contact with water, ather than stainless ste�l,
shall be coated with an appro��d sewage�resistant coating. �
C&B 0'17 358.010 19 316-4
200� Submersflale Sewage Pum�s
2.� Md f OFt
A. Approvai: 7he pumping system incfuding the motor and wiring, shall be appraved
by a nationaliy-approved testing agency for expiasion-proof service. The sys�em
� � shall be rated Class '1, �ivision 1, Grau€p C and p, service as d�termined by the
National �lectric Code and approved by a national�y-recognized testir�g agency
(UL or �M) at the time of bidding af the project.
B. lnsulation: ihe pump motors shal) �e d�signed ior continuous duty in i�azardous
locations capable of sustaining a minimum a� ten (10} starts per hour. ihe stator
and sta#or leads shall be moisture�resistant, triple �arnisl�ed, and insulated
accor�ling to Class F1, capable o# withstanding a ternperature rise of up #0 18�
degrees C. ihe altowable temperature rise of t�e motor at fusl load condition
shall not exceed 80 degrees C.
C. StataY: �he motor stator shall be mounted in an air�filled, watertight casir�g, and
shall not be fixed in place by externally�mounted screws whic� may cause
lea�age in the mator.
D. Rai'tng: �'he motor shall he nondaverloading all thraughout the pump c�rve and
shall hav€ a combined service factor af 1.10 or greater.
�. Junction �ox: �he motar shall ha�e a junctifln box capable of beir�g sealed
compietely from the statar casing to �revent lea�Cage through the junction box
inta the stator fiousing should a motor cable be damaged, ar s�me other means
to prevent leakage into the ��nction box under any condition.
�. Cab1e Entry: The calale entry wate� sea! dasign shall be such that it precludes
specific toPque �equi�ements to ensur� a watertight and submersible seal. It shall
p�rmit na entry of wate� into a�y high voltage area even if the cable is severed
below the water levels. �he cable entry ju�tciion c�amber and motor shall be
sepa�a#ed hy a statar lead sealing gland, ar terminal boa�d; which sl�all isolate
the motor interior from for�ign mater�al gaining aocess ihrough the pump top.
The ca�le entry sha11 be pravided with a s#ress reliei cabie entry clamp.
G. Cooling System: �ach pump shall he provided witi� an adequately designed
caoling system using a wastewater jacket and the�mal radiator integraily cast
with the stator casing or app�oved equal. Caoling medium channels a�d ports
shali be non�clogging by �irtue uf their dimensions.
Fp. Motor Protection: Integ�al thePma� senso�s in the motors, ane for each phase
that apen at 12�°C and self clos� upon cooling, shall be provided to monitor
stator tempe�atupes. Th€se sensors shall be used in conjunctian with and
supplemented by extemal motor aver curren# p�atection fitted at the ca�trol
�an�l.
�" ' �.3 RAIL AN� �f�If�G SYSiEM
A. �esceiption: Provide a rail and lifting system to permit easy remo�al and
, replacement of the pump. System shall �equir� no nuts, bolts, or other
fastenings to be rema�ed and r�o need for personnel to enter the wet well.
.I
C&B 01 'I 35�.010 91316-5
�ppg Submersihle 5ewage Pumps
Guide rail guid� brackets da F�ave nuts andlor bolts.
�. Rail System: Rail system shall be �" sta�dard type 304 stainless ste�l pipe
minimum. Secure the rail system to tY�e bot�om of the sump, along with the
stationary discharge wetw�ll in order ta repair or replace the guide rails.
C. �,ifting System: �rovide a suitable stainless steel lifting chain.
D. Cab1e Holder: ��ovid� a fabricated stainless steel cable holder.
�. Grip �ye Retrie�a� System by �lygt or equal. Loops shall be spac�d every 5 ft.
2.4 Pl1MP COiViROL�
A. Refer to �lectrical Specif+cation.
�.� r4LARN9 SY�i�iVi
A. �efe� to Electrical Specifrcatior�s.
2.6 ACC�55 FiA�CH
Refer to �ection 113�a — A�uminum Acr.�:ss F�atches and Appurtenances.
PART 3 � �X�G1J�i�N
3.9 WARR�RlTY
R. �he pump manufacturer shall warrant the units being supplied to the OWN�R
against defects in wo�kmanship anc� mate�ial fo� a perio� o� 5 yea�s. �'he
war�anty sFiall �e in ��inted fa�m. The warranty period shall comm��ce after final
acce�tance by t�e Ovmer or 1� months afte� shi�ment �ro�rating of th�
warr�nty is unacc�ptable.
3.� PAI�1T1A1G �OUChi��l�
A, iouch�up a�rasions and v#her defective ar�as in items furr�ished witH factory
finish, using primers an� pai�ts fo� fir�ish coat equal t�a that emplayed for factory
caats.
3.3 ��EI�AiEN[� TESTS
A. A#ter al1 pump an� control systems ha�e been compl�#ed ar�� put inta operation,
subject each system to an operating t�st under design conclitions to ensure
penper sequenc� and aperation tF�raughout the renge of operatio�. {Viake
ad;us#ments as r�quired to ensure p�ope� functioning of al) systems.
�, ih� manufacturer's rep�sen#a#ive shall:
'i . Approv� installation before op�ration.
�
C&B 011358.010 11316-G
2002 Submersible Sewage �umps
��f
2. ies# and operate system in presence of EN{�INFcER and OWN�R's
personnel, an� pra�ide c��tified field test.
3. Verify conformance to requirements.
4. lnstruct plant pe�sannel an care and maintenance.
5. �evisit job site a� often as necessary to correct deficiencies to
satisfaction of �W N�R.
�-,
3.4
SP�CIFiC 1��5iGN F��QUIa�M�NYS
1�
ihe nonc#og-suhmersible pumps sha11 compiy wi#h t�e design parameters shown
in Yable 1'! 316p1. A total af two pumps aPe P�quired for #his lift station.
L
The pumps shalt be installed in the lift statian as shawn on the drawings and
spec�fied herei�.
���lCN �ARAAA�T�R
iAB�� 1131 fi�1
,-�
�
1.
2.
3,
3.
4.
5.
6.
l.
8.
S.
10.
'I 'I .
1 �.
�escri�tion
�lumb�r of Pumps
Rated �esign �oints
a. �aint 1
fWlinimum Capacity at Rated Wead (gpm)
iotal Dynamic l�ead (ft)
Minimum Overall �fficiency (°/fl)(WIW)
flllaximum input kVA at duty point (ELW)
Maximum N�SH �equired {ft)
Minimum �hutoff bead (f#}
il�aximum Motor Size (hp)
iVlaximum Op�rating �peed (rpm)
�liinimum Diameter of �ump �ischarge Nozzle (ir�)
iNinimum Subme�ge�ce ab�ve
�ase Eleva�on of Wefi�+eq {in)
Stato� Temperat�re Senso�
Lea�age Sensa�
�. oad �earing iemperature Sensor
Stai�less Steel Cuide �ail System �Vlinimum (in)
Wefirvell 9epth (ft)
�ND O�' SECTION
��a
C&B 01135B.D10
2002
11336-7
2
7�20
63'i�b
68%
20
�4
10�
2�
1�D0
6"
24
Yes
Yes
fV0
2g
29 .5
Subrnersible Sewage �umps
�'
r
s�c�ior� � � �2�
ODOR CONYRO�
PART 1- G�NERAL
a. SCOP�
Contractor shall �rovide all rriaterials, equipment ar�d labor requir�d to install a complete,
slzid mount�d, self contained, drum 5crubber type odor controi system as described
herein.
, �'AR'� 2 - PRODUC�'S
a. G�N�RA�
�
�. Drum Capacity: �00 Gapons
ii. hAedia �ype: impf�gnated activated cartaon
iii. Removai �fficiency: 99.�% Minimum
iv. RirFiaw Range: �30 cfm ta 667 cfm
b. DRUAA
i. Drum shall be constructed of linear, low densii�, polyethylene w�th a
- minimum thickness of'/".
ii. ,�II hardware sl�all be 316 stainless s#eel.
�; iii. The drum shalt be supp(ied with iwo (2} media sampling points, 1" min.
� diame#er.
iv. The druim med'sa shasl be suppa�ted by an FRP air diffuser.
v. ihe drum shall be supplied with a drain line and ball �a�ve, min 3/� .
c. �tOW�R S�C�'IOfV
i. ihe blower shall be si�e� to deliver 53a cfm with the damper ha{f open
and fi67 cfm with th� damper fulfy apen.
ii. ihe blowe�lmotor shall be corr�red with a i��P rainhaod.
iii. ihe blower shal{ consist of a direct �riue mato��fan assembly.
'�' i�, ihe motor shall be a minimum 3 HP, 3450 RF�M, 480 volt, three phase, 60
Hz T��C motop.
C�B 0113�6.01a 113�1 -1
�Q02 C)dor Cont�ot
�!
d. MEDIA
i. Shall be capable of absorbing and removing vdorous gases.
ii. Shall be U� class 1 or � listed.
� iii, if�e manufacturer shall, after start up, analyze media samples ta predict
the remaining life of the media. Such servic� shall be at the manufacturer
expense. ,
iv. Shall be capable of holding 1�' cubic feet af odor absorbing mecfia.
e. Manufacturer s�all have a minimum of ten (10) years experience in cantrol
equipment. Approved manufact�sr�r is Purafil �nvironmental Systems Divisions
{�SD), Drum Scrubber (DS- �OU) or approved equal.
PA�t� 3 — �X�CUiION
3.1 WARRAMiY
3.1.'I ihe manufacturer s�all war�ant ihe odor controi unit being supplied to th�
OWN�R against defects in worf�mansk�ip and matenais for a periad of two
{2) years from date af final accep�ance. �
3.1.2 ihe manufacturer shail appPo�e the installation before operatPon and test
the equipment in the presenc� of OWN�R o� his represer�tative foP
conformar�ce to the requirements.
�ND O� S�C�'IC�N
C&� 0913��.010 'f 1321 - �
�ao2
Odor Controf
.�
�
s�c�iaN � � 3�0
ALUMINUM ACC�SS HATCHES
AND A�'F'URT�NRNCES
P"RRi 1 +��NERAL
1.01 SCOP�
Furnish and insta�l access hatches at (ocatians sl�own an the drawings.
1.02 ACCEPiA��.� MRNUFACiUR��S
A. Bilco Company
� �. �lygt C�mpany
C. Approved �qual
� 1.03 SI�iC?P DRP�WINCS
Shop drawings shall comply with Division 1, General �equirements. Include all
cons#ruction details, �nishes, 51�85, shapes, thickness of materials, and defails af joining
with o�her work. ,
1.Q4 WA�tRANTY
, � 11Aanufacturer shall guarantee against defects in material and workmans�ip for a period
, of two years, begirining on the dat� of subsfantial �Qmpleti4n. Warran#y information
shail cover hatct�es, lad�ees, and ladder-up.
PARi 2 PRDDlJCiS
2.01 SINGLE DOO� ALUMINUM ACC�SS bAiCH
A. �ilco Type "J" singfe-fea# afuminum with channel fram� with opening d�mensians
as shown on drawings, ar equal. batc� sha�l be Incka6le.
�. Door sha11 be aluminum %4-inch diamond pattem plated, rein#orc�d to withstand a
liv� 4oaci af 3D0 pounds pe� square foot with minimal d�flection. Chann�) frame
shall b� %ainch aluminum with �h �nchor flange araUnd perimeter. A drainage
coupling shall be located in the frame.
C. Construc#ion: �aioricate co�er with latching device having inside and ouiside
handles. Assem�le hatch with heavy iorged brass inside hinges, staini�ss steel
pi�s, and automatic hald-open arm with rel�ase handl�.
D. All hardware to be stainless steel.
CB�B 011358.410 11350 -1 '
2002 Alumir�um Access Hatches and Appurtenances
��
E. Installation shall be in accardance wi#h manufacturer's instructions.
Manufacturer shall guarantee against defects in maieriaf or worKmanship for a
period of five years.
2.02
DOUBLE DOOR ALUMINUM ACC�SS FiATCH
A.
�.
C.
Bilco 7ype �JD" doUble-l�af al�minum with channel f�ame, with op�ning
dimensior�s as shown on the drawings, or approved equal.
Door shall be aiuminum'/4�inch ciiamond pattern plate, reinfarced to withstand a
live load of 300 po�nds p�r squar� foot with minimal defi�ction.
Chann�l f�ame shall be %�inch afuminum wit� an ancho� flange around
�erimeter. A deainage coupling shall b� located in the fwame.
D. Fabricate cover with la#ching d�vice having i�side a�d outside handles.
Rssem�le hatch with heavy forged brass inside h9nges, �tainless steef pins, and
autamatic hold-apen arm with release handl�.
�. RII hardware shall be st�inless steel.
V�. Inst�llatio� shal! b� in accorclance with manufacturer's recammendations.
Manufacturer shall guarar�t€a agair�st defects in material and war�zm�nship for a
p�riod af five years.
G. Ali aluminum ace�ss �atches which provide access to lift statian wetwell shall be
install�d cflm�let� with a hatch n�t or g�at� fall pr�ventian system. �afl
pr�vention system shal! be manufac#�red by Hatch Net, �lygt, or appro�ed equal.
2.03 R�UMINUM �A�D�R
Mir�imum allawabf� ladd�� width shall be 16". Rung spacing shal� be 1�", center to
c��t�r. T'o� �u�ng shall be placed 9�" from the top hatch �Iev�tion. �ottom rungs s�all
be �laced a maximurm �f 1�� from t�� valv� vault finish�d floo�. Approv�d ladder shall
be compat�ble with �ilcn L�ddereUp Model LU�4. ,
�.44 LAd��� �R��TY P�S�
�he ladd�r s�fety �ost shafl b� �ilc� �adder�U� Model LU-4, o� appraved equal. Install
on fixed ladd�rs b�low acc�ss hat�h covers. L�ddeY sh�li b� design�d with t�lescopiRg
section which locks automatically wh�n eactended and �x#�nds �t ie�st 36�inch�s abov�
the top of th� hatcF� ape�ing.
PARi 3 � �X�CUiION
3.0'! INSP�CiIOfV
A. Verify th�t work of o#h�� trades which affects or adjains the work specifed under
this sectio� has be�n compl�ted or is pr�pared #o r�ceive the work specified
herein.
C8�� 41135�.Q10
20D2
�1350-2
Aluminum Access Hatches and Appurter�ances
�e
�
B. Fxamine surface to receive hatche� for fQreign material or une�enness which
would pre�ent proper installation af the warlc specified herein.
C. Do not proceed with installation until all defects are corrected.
3.02 1NSTAI�LATI�N
Instaliation shaf! be per�ormed by an exp�rienced contractar in strict accordance with
rev�ewed shop drawings.
3.03 GL�ANIN� AND REPLQ►C�N��Ni
A. At the compietion of the work, and throughout the project ►rvarranty, all hatches
must be free from operating and other de#ects.
B. Any defec# r�sulting from th� manufacture, transpart, or installation must be
r�ctified without any additiona! cost to the Owner.
8
�
� �.�
� •�
6 a,�
�ND O� S�CTON
C&B 01135�.010 11350 - 3
2002 Aluminum Access Hatches and Appurkenances
#�
SEC�ION 11360
VALVE VAUL7 GRATING
PART1 G�N�RAL
_ 1.01 SIJMMARY
Furnish al1 labor, materials, equipment, and incidentals required to completely install and
put into place, �alr►e vault galvanized steel grating as specified herein, and shawn on the
drawings, accarding to manufacturer's recommendations.
1.0� SU�MI�ALS
A. T�e Contracto� shall furnish fVlanufacturer's shop drawings clearly showing
� materi�l si��s, typ�s, styles, pa�ts, catalog numbers, camplete d�tails far the
fabric�tian of and erection o� components including, but not limited to, location,
lengths, type and si�es o� fasteners, suppflrt member si�es, channels, and
co�nectian detaiis.
� B. T�e Contractor shall submit the iVlanufactur�r's publis�ed lite�ature includirig
�� structural design data, structural properties data, loadldeflectian tabl�s, test
� reports as applicable, cancfete anchar syst�ms, and d�sign calculations.
i.�3 PRODUC'T D��IV�RY AND SiOFtAG�
� A. Delivery of Materials: flAanufactured materials shal! be delivefed in original,
,, unbroken palfets, pac�ages, contain€rs, ar bundles bearing the lab�l of th�
manufaeturer.
�. Storage af Materials: All m�t�rials shall be care#ully handled to prevent abrasinn,
cracking, defarmations, or other damage.
�, �
1.04 WA�RAN�'Y
' �►ianu�acturer shall guarantee against d�fects in material or workmanship for a p�riod of
� two (2) years, beginning an the date of substantiat campletion.
F�ARi 2 �RODUC�'S
2.D1 (��.�ING
A. Contractor shall fumish galvani�ed steel grating, capable af s�pporting a 300
paund per square foot load with less than'1�" de�lection.
�. Grating sha11 consist of constructed panels siz�d to maich the lift station �alv�
vault Iayout.
�
C. lnstallation shall �e in accordance with manufacturer's recammendations.
C&B 011358.01D 1436D -1
2002 Valve Vault Grating
�
�.Q2 HARDWARE
A. Grating fiafd down clips, fasteners, and all hardware provided to secure tk�e
grating ta the valve vault structure shali be Type 316 stainless steel.
PARi 3 - �X�CUifON
Not Used
END Q� S�C�IOIV
C&� 019358.Q10 11360 - 2
ZDa2 Val�e Vault Grating
�
��
SECTION '1500'f
G�NEf�AL R�QUI�EM�NTS FOR PLANT AND STATION PIPING SYS�EMS
pART 1 � G�N�R/��
1,1 SCQPE OF WORK
All exposed, su�m�rg�d and buried plant and statioR piping except systems
speci�ed .in relat�d wark.
�. F�otable water mains, sanitary sewers, storm drains and cuiverts serving plar�t ar
station �nd shown on Drawings.
1.2 WQRK NOi INCLUDED
A. �loor and sanitary drain systems within building limits.
1.3 D�SCRIPTION Q� P1PllVG SYST�NfS
A. 'T he configuration and layout of yard and station piping syst�ms are shown in the
�rawings.
�. �h� typ� of pipe and joints, and embedment (if bur�ed} to be used far eacl�
system are shown an the drawirigs of �neluded in th� appropriate specificatians.
C. in cer�ain locations, pipe supparts, anchors, and ex�pa�sion joints ha�e been
indicated on the drawings, but no attempt has be�n made to indicate every pipe
suppori, anchor, and expansion join#. �t sha11 be the CONT�ACTOR's
res�aonsibility to pro�ide a comy�let� system of pipe su�por�s, to provide
expansion joints, and to anchor a11 piping, in accordance w'rth th� requirements
set for�h h�rein. Additional pipe suppvrts may �� r�quired adjacent ta expahsiar�
joints, couplmgs, or vaives.
�. �ipe and fittirigs shawn on yard pipi�g drawings are general �n nature.
CONiRACTt3� shall determiri� �xact lengths and fittings requir�d and ma�C�
fi�ld adjustm�nts necessary ta complete piping and �void conflicts. Changes to
�lans a�d profiles o# pipir�g shall be submitted to �A1CIN��� for approval. Pipe
a�� �ittings nat ir�corporated into the proj�ct sha�l remain the proper�y af the
GOIV'��4C�'OF�. Casts will not be paid by the AWMER for materials not us�d in
th� �roject, ew�n i# shown on the drawi�gs. Rc�ditions anci deleiions to the scope
shall be incorparated by C�ang� Order.
1.4 SUB11�1�1"ALS
A. 5hop Drawings ar�d Product qata:
1. Camply with the provisions a# S�ction fl1301 and the s�applemental
requirements below.
c&s oi���a.��o 1500'� -1
,'� 2p�� General Reyuirements far Pla�t and Siatian Piping Systems
i,.�
2. Submit detailed layout cfrawings for all piping systems. Those drawings
may be organi�ed by system or by areas. Prepare drawings to scale and
shaw the following infarmation on them:
a. Type af piping including materiaf, weight, iinings and caatings. If
desired, use code and key to product data sheet spec€fied below.
b. Location and type of joir�ts, fittings, taps, SUp�QTtS, kickers and
blocking.
3. Submit #abricat9on drawi�gs for specials including fabricated fittings, wail
pipes and wall sle�ves. Show dim�nsior�s and materiais of construction.
4. Submit manufactur�r's standarc� draw9ngs showing dimensior�s,
cor�figuration and materials of co�struc#ior� for the foAawtng items:
a. Joints
b. �lang��
c. Coupkings
c�. �xpansion jaints
e. bang�rs, brackets and other simi�a� accessori�s
5. 5ubmit tfi�� follawing product data o� alk piping materials:
�. R�fer�nce standard
b. iype mat�rial
c_ Wall thic�ness, schedule or class as appropriat�
d. Ot�tside diameter �
e. iype and thie�Cne�ss of fining
f. �ype and t�icEcness of coa#ing
g. Pressur� ra�ting, if applicable
�. Affidavits of Compliance:
1. 5ubmit manufactur�r's affidavits of camplianc� with th� reference
stanclards.
1.� PR��LICT ���IV�RY, �i��R�� RND F��4N��IWC
R. C�n�ral: com�fy with manufact�arer's instructions.
�. �elivery and Fiandlir�g:
1. �o not d�1iv�� piping materials to project sit� prior to �NGIN��R's
a�proval of required subm�ttals.
2. Unload and handle pipping mat�rials using prop�r mat�rials �andling
equipmen#.
3. �a no# drop, roll o� s�tid piping mate�i�ls.
4. �ake �uch addiiional prec�utiens as �ec�ssary to a�oid dam�ging pipi�g
m�teeiaks and coati�gs th�r�on.
C. Storage:
1. Sto�e piping materials in a manner which will reduce ris� of damag�.
2. �kack pipin� m�#�rials to prevent rolling.
3. Prot�ct m�terials f�am weather and sun as recommended by the
manu�actur€r.
C$�B 011358.010 15001 - 2
2002 General Requirements for Plant and 5tation Piping Systems
il
�
P�aT2- P�ooucTs
2.'I GEN�RAI.
1. See other Sections in Di�is9on 15 for �iping materials specifications.
2, No asbestos materials shall be used in any piping materials, finings, and gaskets
for this �roject.
3. PVC piping shall nat be used beneath structures except for chlorir�e gas. Where
PVC pr�ssure pipe is call�d out for a system, #urnish cantinuous cappe�r tufiaing
for less than 4-inch diameter and �IP for 4 inches and larger sizes. Transition 3
fe�t outside slabs an� 1-foot abov� slabs.
'' 4. G�avity drain syst�ms beneath slabs shall be cast iron soil pipe. �xposed drair�
,, system piping shall be �VC or cast iron.
�. Ali buried potabl� vuater piping installed in this project shall ha�e tape indicating
"Potable Water Line� instal�ed 1� inches above the pipe.
,�
I.
i'p►RT 3 b EXECl1`�ION
. 3.1 G�N�F�AL 1N5�ALLAiION RE(.�Ul��1VI�N7S
R. Install all pip�ng systems in accordanc� with the �rawings, `�echr�ical
Speci�catians, approved shop drawings and manufactur-�r's installation
' � instructions.
�. �xamine all piping materials priar to ins#allation and rep�ae� items that ar�
damaged or a#herwise de#ective.
C. �horoughly clean ir�side of asl pi�ing, �ai�es, and accessaries, and outside of all
materials which will be �xposed. Cl�an befor� instaliation and maintain in that
condition un#il �ccepted by OWN�R.
D. iemporary Caps a�d �lugs: �rovide t�mporary caps or plug� aver all pipe
openings at the �nd of �ach day to prevent foreign m�terial fram entering the
piping system.
�. L�a not modify structures, �quipm�n# or piping for th� purpose af installing pipir�g
unless specifrcally auti�ori�ed by the �NGIN���.
3.2 IMSiALLAYION OF �UFiI�� PIPIFlC SYSiEMS
A. �ine and Grade:
1. lnstall pi�ing to iines and gPad�s shown an Dravmings.
2. Sfope piping uniformly between flowlin� �levations shown.
3. If cen#erlin� and flowline elevatians are not shawn on Drawings, install
piping so #ha# there is at least 4 feet of cover over same, except under
C&S �11358.D1D 15041 - 3
2002 General Requirements for Plant and Station Piping Systems
, _�
ditches where the minimum cover is to be 24 inch�s. Piping less than 4-
inch diameter may be installed with 3 f�et of cover.
4. Grades and aligr�me�t may �e rr�onitared by batterboard stakes or faser
system. lf batterboard sta�ces are used they will be set securely in the
ground tan the same side of the dttch as the offset hubs and station
� markers. TE�e height a# a straig�t � x 4 crass piece will be determined by
the leng#h o� th� grade p�le used ta place the sewer pipe. A string line
will be run between the cross pi�ces o�er the cen#er lina of t�e ditch.
�ach joint of s�wer pipe will b� set an grade by chec�cing the #{aw line of
the pip� by means of holding th� grade �ole against the ditch at the poini
where the pip� is b�ing installed. As a akternate to batterboards, a laser
can b� �sed. The CONTI�ACTOR shal! demanstrate to the �NGIN�ER
his competence in the use of tt�e laser system for sew�r installation prior
to the start of work.
�. Dewat�;ring:
1. �Ce�p trench�s fre� o�` wat�r when performing any typ� o# warEc in them.
�. �isc�arge groundwater from constructian pumps as direc#�c� by Own�r.
C. ��ddings:
1. Install bec�ding as shawn an Drawings.
2. If bedding is not call�d far on D�awings or Specifications, install piping
I�ss than 4-inch diamet�r directly on the battom af trench and use
�mbedm�nt type shawn in the standar�d details for Earger pipes.
3. Prv�id� concrete encas�ment for all pipe under structures and to �'
beyon� st�ucture ��d as s�own on drav�cings.
4. Provide lean concrete cradl� �mbedm�nt to first pipe joint at all
connections ta structu�es unless otherwise shown.
�. L�ying of�Pipe:
1: �a not drap or roll pipe into tr�nch, Ir�spect #horough�y prior ta laying and
the� �lace carefuliy by hand or mat�rials h�ndli�ng equipment.
2. Do not lay pipe in w�t��.
3. �ay bell and spigot typ� piping with bell €nd f�ci�g di��ctian af layir��
w�ich is normally upgrade. .
4. J�int pip� as specif�d in piping mat��ial sp�cificati�n�.
�. �o not d�flect pipe u�le�s shown �n �r�wi��� ae a�p�aved �y
�I�GIPl���.
6. Whe� deflec�ion of p'tpe 4s authari��d, do r�ot exce�d �ne�h�lf the
manuf�cturer's recc�mmended fn�ximurm �1�fleciion.
�. �ncasemen# of �ipin� �nd Valv�s:
1. Pror�id� palyethylene �ncasement �o� cast i�on and ductile 9ean �i�ing anc�
valv�s. .
�. ��ovide sa��1 enc�sement unless oth�rwis� shown.
3. Sa�d �ncasement to e�ct�nd at lease six inch�s from pip� �n all dir�c#ions.
4. Use Ctass � concr�te wh�n concret� er�casement i� called for on
Drawings. SucM encas�ment to ��ctenr� a cfistanc� of �ip� 0�/8 with �
..minimum of six inches from pip� in all dir�cti�ns u�less othe�nrise noted
+ an Drawings.
C&B 011358.010 1 �001 - 4
2002. - General Requirements for Pfant and 5tatio� Piping Systems
�f
F. Cancrete �iocfcing:
1. Provide concrete thrust blocking for all bUried piping under pressura.
2. Lacate thrust blocks at a1l bends, tees, wyes, hydrants and plugs.
3. Use C�ass B concrete.
4. Place concrete against und�sturhed firm earth.
�. Area af concrete in contact with earth to be as required ta prevent pipe
mavement at s{�ecified fiefd test press�re.
G. Restrained Joints:
1. lJse restrained �oint piping and fittings wh�n cailed for on Drawings.
�. �estr�ined joints may b� us�d in lieu of concrete bfocking if type o�
r�straining system and number of restrained joints aee approved by
�NCIN��R.
� b. �ackfilling:
1. Camply with S�ction 0��3 and th� fallowing supplemental r�quirem�nts.
2. Backfill as soon �s practicable after ins#allation of �ipi�g, valv�s,
- �ncasem�nt a�d b�ocking.
3. �ouch up damaged protectiv� caa#ings prior to backfilfing.
'� 4. Ex�rcise care to avaid damaging piping or pro#ecti�e coatings with
, ; tamping equipment.
5. When.authori�ed by the �Nf;IN��R, sheeti�g and bracing may be left in
� tr��ch. Cut off all members so that tops of same are at least 18 inches
, below ground.
I. iwa�ing Conn�ctions to �xisting Mant�oles:
1. Cut neat opening in m�nhole no larger than rnecessary io insert new line.
2. Afier instaliing new lines, place cancrete collar around pipe on outs�de af
rr�anhole #o seaf joint. Make collar appraximately 8 inches wid� by
� inches de�p. Us� Class � concreie.
3. il�odify invert channel in manhole to provide smeoth transition into or o�t
of new pipe. Us� Glass � concr�te.
J. Cohnectians and New IVia�hales:
1. Couplings far pipe connections shalf be cast into th� manhale walls
(��RN�O or appro�ed equaq.
�. A11 c�amps s�all be 3'i6 sta�nless steel.
3. Support mar�hole conn�ction to first �ip� �oint with concrete cradfe.
3.3 I�JSTA��P►�IOi� O� �X�QS�� �iPINC SYS��MS
A. Alignmen# and �le�ation:
1. In�tal! straight runs true to line and elevation.
�. Install ve�tical pipe truly plumb in all di�ections.
3. IHstall piping p�eallel ar perpendicular to huilding w�lls. �iping at odd
angles and 45 d�gree runs across carn�rs w�ll not be accepted u�less
specifical�y shown on �rawings.
4. Install sm�ll diameter piping generally as showr� on �rawings when
spacific (oca#ians and ele�ations are nok indicated. Loca#e such piping as
required to avoid ducts, �quipment, beams, �tc.
CB�B 01 � 358.010 9 5001 - 5
2402 General Requirements for Pla�t and Statian Piping 5ysterr�s
�
6.
6.
�. Joints:
1.
2.
3.
Install piPing so that pipe, flanges, valves and associated appurtenanc�s
are at least eight fe�t abov� finish flaors, stairs and landings unless lesser
clearances are specifically dimensianed on the Drawings.
Bring piping to alignment and ele�a#ian witho�at forcing ar spriRging pipe.
Joint pip� ir� accordance with piping materia! s��ci�cations and the
supplemental requirements befow.
Wire brush flange faces and thr�ads before jointing.
�ring piping to proper alignm�nt and elevation with permanent support
system aefor� tight�ning flang� balts and nuts.
C. Unions far �hreaded �iping:
9. Install unions rte�r thread�d �alves and equipment ta facilitake assembly
and di�ass�mbly of piping, in addition #o the specific tacations shown on
pl�ns.
�. Instail dielectric unions where�e� dissimilar m�tals are joined.
�. �xpansior� Jaints:
9. Install in accardance with �rawir�gs, specifications for expansior� joints
and appro�ed shop cirawings.
�. lJse of additional couplings and adaptars ta be approved by ENGIN��.Ft
prior to installatian.
�. �lexible �auplings and �'langed Coupling A�aptors:
�. InstalE in accordanc� with �rawings, specifcations for couplings and
adaptors, and appro�ed shop drawings.
�. C�NTRACTOR may use couplings and adaptors ove� and a�o�e those
shown on �rawings io faeilit�#e installatior� of piping. Us� of additional
couplings and adaptors to be approved by �NCIN��� priar ta
installatian.
�. �iping Suppor�s and R�straints:
'1. �en�ral:
a. Restrain, block, brac�, support or su�gend pipe.a�d fittings ta
prevent displac�m�nt, vi�r�tion, s�gging, warping, deform�tian or
failuPe af �iping and �t�ings, �nd to allow for expansior� and
contractian.
b. Suppart ar�d ��t�aih �iping ��a that no piping I�ads from weight or
thr�ist will be impa�#ec� #o pumps o� other equipm�nt.
c. iV�ateri�ls: Ur�less atherwis� sp�ci�fed, all pi�ae suppa�s sh�ll
campEy with AN51/Mi�riS SPP�� a��1 i►�SS ���69. IU9at�rials of
construction foe fabr�c�ted ste�i suppa�ts are cover�d in tF�e
s#ructural ste�l s�ctio�. All pipe sup�aort mat�rials shall be
packaged as n�cessary to �nsur� deliv�ry sn sa#isfactory
condition.
d. Unless otherwise specifie�l or indicated on the �rawir�gs, pipe
suppor�s shall b� fabricated ofi manufactur�r's standard materials
and provided with manufacture�'s st�nda�d finish.
e. �xc�pt as specified her�in, th� use o# suppor�s which �ely ar�
stress�d thermoplastic components ta su�port t�� pipe will not b�
C&B 011358.U10
2002
15001 - 6
General Requirements for Plant and Station Riping Systems
:�
�
_'
• acceptabie. PVG pipe 4 inehes and smafler, interior locaiions,
may be supported by puitruded vinylester channel ar�d
components as specified below:
1) Material: Vinylester Fiberglass, Class 1 Fire Rated per
ASTM �-�4, Premium Grade, Poltruded channel as
manufactured by Entrum industries, Strut Tech Series 200
ar equal. Support system shall b� as speci�ed herein ar�d
, as recommended by the manufacturer.
2} Adjustabie strap type pipe clamps are not acceptable. Any
metal components, if required, for this typ� support system
��ail be Yype 316 stainless ste�l.
f. Gontact betw�en dissimilar metals, including cantact between
stainless st€el and carban steel, sha11 be prevented. Supparts far
brass ar copper pip� or tubing shall b� copper piated. �'hase
poriions of pip� supports which coRtact ather dissimilac m�tals
shal! b e rubber or vinyl coat�d.
g. All pipe suppo�s in the follawing lacations shall be AI51 iype 31 B
� stainless st�el. Stainless st�el supp�r�s fabricated by welding
shall be R1SI iyp� 316� material:
1) Unless otherwise permitted, an expansion jai�t shall be
provided in each straight run af pipe having an overall
l�r►gth between �oops or b�nds exceeding the maximum
run specifed her�in.
2) Unl�ss otherwis� pe�rnitt�d, khe spacing between
expansion joints in ar�y straight pipe run si�all not exceed
the maximum spacing specified herein.
3) �xpansion joint �ttings as sp�cified in the pipe joint and
expansian jaints section.
� 4} Correction factors shal! be appGed to the above table as
r�cammended by th�_ manufactu�er to adjust for fluid
s��cific g�a�ities other than 1.0.
5) Maximum allowable spacing for �VC pipe shall b� reduced
�rhen required by mahu�factur�r's recommendatior�s foe
� maximUm fluid tem��ratur�s.
� G. Supp�orts for F#orizon#a� Piping and Spacing o# Expansion Joints:
, 1. �ocation: Unless closer spacing is i�dicat�d on the �rawings, the
�, maximum spaGing fior pipe su�por�s and ex�ansion jaints shall be:
iy�e af Pip€
Cast Iran
' Cast Iron, glass-lined
; Steel for hot wat�r
heating
1 �114-inci� and smaller
1-11� to 4�inch
,
O�er 4-inch
� cs�a o� � ��s.o� o
2002
Pipe 5uppart
1119ax S�acing
feet
15
12
�
10
1�
Max Run Without
�xpansion Jnint,
�oop, or ��nd (Not� 1)
fe�t
�0
�0
30
�a
30
�xpansion Joint
Max Spacing (Not� �}
feet
�D
�a
�DO
� ao
10Q
150D1 - 7
General Requirements for �iant and 5tatian Piping 5ystems
�_�
Steel #or other services
1-1J4-inc�r and smaller �
1-112 to 4-inch 7
O�er 4-inch � 0
15
3�
3fl
�Q
1Q0
10�
8�
Stainless Steel
1-1I4-inch and smaller �
'l�1I2 to 4�inch 14 30 1 DQ
Over 4-inch 15 30 1 aQ
so �a
Copper for hot water
1-inch and smaller � �0 100
Over 1-inch ? �0 100
Copper for ot�er s�rvices
1�ir�ch and smaller 5 -� d�
Ov�r 'S-inch 7 �a 100
PVC, Schedul� �0 Coniinuous �Q 50
11� and 'l/4-inch Suppart
1/2-inch 3-112 20 60
3/4-inch 4 �U 60
'I and 1-114�inch 4��12 20 fip
1�11� and 2-inch 5 20 60
2�1 f2-inch ��11� 20 BO
3�inch 6�112 �0 6Q
4�inch 7 2� 60
6�inch � 20 60 .
�-inch 9 �Q 60 �_
14-inch 90112 20 60
12-inch 10 20 60.
�ofyprapylene 6. a �_
C�st irar� soil 10 -� d-
�V�, Sch�dule 4a
1126inch 3�112 20 60
3/4 �nd 1-inch 4 20 60
1�'!!4 and 1-11�-inch 4-11� 20 6p
��in�n � �d 6a
��1/�-inch 5�112 �0 64
3�inch 6 2a 60
� 4�i�c� 6�1/2 20 �0
6�inch ��� 12 �� BO
�-inch � 2� BO
10-inch ��11� 2fl 6a
� 2�inch 9�112 2D 6Q
RlOY�S:
(a) Uniess other+n►ise permift��, an expansian jaint shall be provided in each straight run of
pipe har�ing an overall length betw�en loops or �ends exceeding the maximum rur�
speci�ied herein.
C8�6 �1135�.010 1500'! - �
200� General Requirements far Plan# and Station Piping Systems
.j
8...:
(b) lJnless otherwise permitted, the spacing betwee� expansion jaints in a�y straight pipe
run shatl not exceed the maximum spacing specified herein.
(c) �xpansion join# fittings as specified in the pipe join# and expansion joints section.
(d) Cnrrection factors shall be applied to the above tabfe as recommended by the
manufacturer to adjust for fluid speci�c gravities other than 1.a.
{e} Maximum allowable spacing for PVC pipe shall be reduced when required by
manufacturer's recommendations for maximum fluid temp�ratures.
2. Locate hangers ar supporfs imm�dia#e�y adjacent to or at any change in
piping dir�ction, and on both sides of �al�es, couplings and heavy iittings,
unless sp�cifically noted otherwis� on Drawings.
3. Install all hangers and supports sa as not to intertere with the free
expansion and contractian af the pip�.
4. When hang�rs ar� c�s�d to suppor� ins�lated pi�ing, provsde shieids ta
prot�ct insufatior�.
5. �rovid� concrete sup�orts as shown on Drawings, or when required to
comply with these specifications. Construct in accorc�anc� with concrete
specificatians and detaiis shown a� �rawings.
� 6. Rubber hase and flexible tuhing shall be provided with continuous angle
or chann�l support.
Y. Unless oth�rwise indicated an t�e drawings or p�rmitted by the
EN�IN�ER, piping shall �e supparked approximately 1-112-inches out
' from th� iace of wa11s anci �t least 3 inches below ceilings.
.. 8. Cancret� inserts of L-sF�aped anchor bolts shall be used ta support piping
from new cast�in-place canc�e#e. Capsuti� anchors shall be used to
fas#en supparts ta existing concreie and masanry. �esign loads for
inserts, brac�Cets, clamps and other support it�ms shall not exc�ed th�
manufactcarer's recommend€d loads.
9. Pipe supports shal! be manufactured for the siz� and #ype af pipe to
which they are applied. St�a�a hange�s will not be accepta6le. ihreaded
�ods shall ha�e sufficient threading to perrmit the maximum adjustm�nt
, available in the su�po� item.
10. Anchaeage sl�all be provided to �e�is# th�ust due ta tempewature ct��nges,
changes in diamet�r or directien, or d�ad �nding. Anchors sh�ll be
. locat�d as r�quir�d to gnrce expansion and contraction movement to
occur at expansioh joints, loops, or elbows, and as mechanic�l c�uplings.
Anchorage �or temperature changes shali be center�d b�#we�n elbows
- and m�chanica� joints used as expansion joints. Ar�ch�rage for bellows
type expansion joints m�y be locat€d �djacent to th� joint.
11. €'ipe guid�s shall 6e p�oaided adjacent ta bellows type �xpa�sion jaints.
, Guides wi�l not b� required w�i�r� mechanicas cauplings ar� permitt�d as
' � expansion joints. Cuides shall be placed or� both sides og expansion
jaints except wl�ere anchors are adjacent to the joi�t. Unless otherwise
indicated on #he �rawings, on� gUide shall �e within fa��' pipe diam€#e�s
� from the joini and a secand guide�within 14 prpe diameters from the first
guide. Pipe supports shal! allaw adequate movem�r�t; pipe guides shall
not be used fior suppart. Pipe guid�s sh�li be instalfed as recommended
� by th� ma�tufacturer.
H. Drair� Valves and Air �leed Valv�s:
1. Provide drain petcoc�s114�inch diameter opening at a11 Eow points.
C&B 09135�.0'i0 15001 - 9
2002 General Requirements for Plant and Station Piping Systems
��I
2. Provide ai� bleed valves 1I�-inch diameter ap�ning at all high points
unless specifically 9ndicated otherwise.
Supparts for Ver#ical Piping:
'i . Support in accordance w9th Drawings and approved shop drawings.
2. Far piping four inch�s and smaller, install riser clamps so as #o suppor#
piping at each floar sleeve.
3. Use at least 314inch of nonshrink grout in setting base elbows and tees.
See Sectian 036fl0 for nonshrinl� grout re�uir�ments.
4. For piping larger than 4 inch�s, focate s�pports at change af directior�, at
both sid�s of valves and cauplings, and at maximum spacing o# 1� fe�t.
J. �'ipi�g Restraints:
1. Provide l�fickcers and thrust blacicing as shown on �rawings.
2. Us� at I�ast 314-inch �fi nonshrin� grout betw�en kickers and w�l1s or
floars and between pipi�g and thrust blocks unless oth�rwise shnwn on
Drawings. See Ssction 03600, Crout, for nonshrin�C grout requiremen#s.
3. lJse Class � concrete for thrust blocks.
K. Suppor�s for Val�es:
1. Provide supports for �afves 17 inches and larger. Use the typ� of suppart
shown on �rawings. If typa is no# shown, CONiRAC�O� m�y select
type as permitted by the �NCIN��R. �
�. Instail floar stands as shown on Drawings and as recomm�nd�d by the
manufacture�.
3. Provide lateral res#raints fvr extensinr� bonnets and extension stems as
shown on ��awings and as recvmmended by the manufactur�r.
4. Provid� sl�e�es where operating stems pass #hraugh ilaor.
5. � �lace apprn�ed aspH�lt fill in recess�d ar�as as shovm on Drawings
where flush bottom slu9ce gates af speciai v�lv� installations are
indicated. Si�e r�cessed ar�as as recommended by valve or gate
manufacturer. Gompact fill after pkacement.
6. . Ir�stall valve �oxes so that they wip noi transmik shock ar stress to valv�
and will be centered and plumb o�er the op�e�ting nu#s.
�. Wali �ittings:
'�. W�II fittings sh�li b� as shown an standar�al d�tail sh�ets.
2. Wall fittings shall match th� wall #�iickness, pip�line diam�te�s �nd
connection types specified foe th� appjicafi�le pip�iin� d�signation.
M. �9eld ��inting: Comply uvith Secti�n 099D0
9. �uri�d Piping: Quctile iron, c�st i�on �na� ste�l coatings p�� �e�tio�s
1 ���0 and 1 �fl�1 as ���licable.
�, �xposec� �iping: �aint all expos�d piping, su���r�s, �'�ttings and �alves
except stainless steel in accordance with S�ctions 1a95� ar�d a99�0.
�N� O� SECilOiV
C&B 011358.010 150D'! -1 U
�pp2 General Requirements for Plant anc3 Station Piping 5ystems
�•-
SECYIDN 15402
1
1.1
,.
`
1.2
�,
,
�'I�LD TES�ING OF PLAN� AND SiATION PIPING SYST�MS
GEN�RAL
SCOP� O�' WORF�
A. Provide all necessary labor, materials and �quipment incl�ding test purrzps and
gauges, as well as temporaryr valves and piping, to perforrn the testing operations
af plant and station piping systems as specifi�d hsrei�.
B. If demonstrated worl�mansF�ip on one or more tests show that lir�es are sufficiently
watert9ght, the �NCIN���t may waive remaining testing on any given type or
sec#ion of 1ine.
C. CON�RACYOR's Responsibility:
1. ia�Ce such precautiQns as required ta prevent demage to lines and
appur�eriances �eing tested as well as to insure safety of workers.
�. Repair ar�y damage resulting from tests.
3. Repair and retest a11 items which do not pass the tests as specified herein.
4. Cond�ct all tests in the presenee of the ENGIN�ER, and to #he
sa#isfaction af #�e �NGtN��R and all S#ate and lacai authorities ha�ing
jurisdictian.
�. Confarmance to �'exas Water Commission rules regarding quality o# water
discharged.
S. Upon eompletivn of all t�sts, CON�"RAC�OR shall pPo�id� pePsannel ta
remove each man�rale and clean out cover in the presence of ihe
�NGIN��F�'s representative fop inspection ar�d depth measu�ement.
R��'�R�NC� SiANDARDS
A. Ductile iron wat�r mains and appurtenances, AWWA C600�87, as applicable;
PVC Wat�rlines, 11C�ibell plastic Pipe Association, "�iandbno� of PVC �ipe" as
appropriate.
i�c�.�11.3E�1����
,,
Submit a descr�p#ion of p�opased testing methads, procedures and apparafus for
�NGIN��f�'s approval, prior to test�ng.
A.
Submit a test report for each test to �NG�N��R ceriifying the #est p��ssures,
duratian ot the test, leakage observed, and pertinent abservations and
comm�nts.
�
1.4 G�N�RA�� S�QU�NC� OF WORFZ
G&B 0113��.010.1.0001
September 20D�
15D0� -1
�ield iesting af Plant and Station Piping Systems
�1
A.
B.
C.
Obtain the ENGINEER's a�proval of proposed testing me#hods, procedures and
apparatus, before performing any test,
Upon receipt af the ENGIN��R's apprflval, submit a schedule.of-�esting dates
and times at least �4 hours in ad�a�ce of testing. �
Perform tests as specified herein.
2 PRODUCiS
Not used.
3 �X�CU�iQN
3.1 ��S�ING O� DRAINS, SEW�RS AND Oib�R GRAVITY �.IN�S
A. General: Methad o� testing may �e either hydrostatic test, low pressure ai� jo9nt
test or law pressure air t�st depending on size of pi�e or as directed by
�NGIN��R.
B. �ow Pressure Air Joint Yest:
1. Pipe joints shall be tested in accordance with this Section.
2. �quipment s�all be the product of manufaeturers having morre #han 5
yea�s regular productian af successful joint testers. Joint tester shall be
as manufactured by Chane lndustrial, lnc., of �dina, Minnesota, or
approved equal.
3. Testing shall be �er�amied on all joints after backfili has been instalEed
and prop�riy compacted, and as installation progresses. At no time shall
pipe installat€an exceed 100 feet beyond the last joint tested.
4. .loints failing to meet the requirements of this tes# should be repa9red fo
the satisfaction of the �NGIN��R or the defec#ive pipe shall be repIaced.
Rejected pipe shalf be removed from the project. Instaila#ion shal� be
stopped Until ��fectiv� joints are repaired o� eeplaced.
�. Follow e�uipment manufiacture�'s �ecammendations w�en perfiorm€ng
tests; only exp�rienced teo�nicians shall perForm tests.
B. ihe testing equi�mer�t shall be assembled and posi#ioned aver the center
of the pipe joint and t�e end element tub�s inflated to a maximum of 2�
psi.
. 7. Pressu�ize t�e ce�ter joint test area to 4A psig anct allow the tempe�ture
and press�re to stabiii�a at the minim�m of 2.5 psig fo� a period of �.0
minutes p�o� to testing. .
8. To test, adjust the pressur� to 4.0 psig and measure the time required to
decrease th� peessure fram 4.0 psig to 2.0 psig.
9. ine joint is acceptable if th� time for tha press�re ta drop fram 4.0 psig to
�.0 psig is greater than 15 seconds.
�
C&8 0'I 1358.010,1.OD�1 150Q� � �
September 2002 �ield �esting of Pfant and Station Pi�ing Systems
�.._ .
C. �iydrostatic Tests:
1. E�Itration Test Pracedures:
. a. Seal ends of section being tested with watertight plugs.
b. Fill section with water 24 hours prior to start of t�st.
c. Vent line duriri� filling so #hat no ai� is trapped in line.
d. Leave autlets af stac�s, inlets, and service lines exposed and
unplugged until after ��Itration test has been made.
e. Outlets terminating belaw level of test water surface to be
temporarily extended upward f�y instalfing lengths of pipe.
• #. � Measure leakage or ��Itration durir�g test period by adding
measured quanti#ies of water to maintain water level in test
structure.
g. Quantity or wate� added to maintain water level is amount of
IeaEtage or ��Itration.
h. iest for at least fwo �iours with minimum head of four feet
measured above tvp crown, ins�de pi�e at upper end of section
being tested.
�. After campletion of satisfac#ory test, remo�e lengths of pipe added
for test.
' 2. Allowable �eakage: Allowable leakage ar infiltration in any individuai
section or entire �ewer line unc�er construction shall not exceed 50 gallans
per inch of insic�e diameter per mile of pipe per �4 hours.
3.� i�STiNC O� F'F��SSUR� LIN�S
, A. General:
, 1. Allow concrete blocking to cu�e for at least 7 days f��fo�: testing.
' 2. 6ackfill and campact soil behind all blocking.
3. gacl�fll over pipe ta extent necessaey to restra�n t�e �iping. Bac��ll shall
_ extend to within 9-foot of p�oposed final grade.
�• 4. � Conduct water leakage test af�er completing hycfrostatic pressure tests.
�. Lines which fait to haEd the specified test pressure for at least twa hours oe
� which exceed an allowable lea�age rate specified belaw, shal! be repaired
� to the satisfactivn of the �NGIN��R and retested at the CONTRACT'OR's
expense.
B. Procedures faP Leakage and bydrostatic �ressure Tests:
'I . Sfowly fi11 isolated sectian o# line with wat�r.
2. 1nsuPe that aA air has been expelled through air and vacuum release
vafves, taps, or conn�ct�4ns shown on Plans for permanent piping, valves
or accesso�ies. �o not make additional taps sole#y for ai� expulsion
purposes unless app�o�ed by �iVCINEEf�. No additional com�ensation
will be made far additional taps.
3. �►pply specified test pressure based on the elavation a# the lowest section
af line under test and correc#ed ta elevation of test gauge. Duratian of test
shall be �rnra haurs.
4. Aflow concrete pipe to stand full of water at least Z2 hour befare s#arting
leakage test.
C�B Q1135�.Q1a.�.0Q01 15002 d 3
September 2002 �ield Testing of P[�nt and S#ation Piping Syst�ms
�. At the end of the finra hours af #he test, the entire route af the pipeEine shall
be inspected to locaie any leaks or breaks. Any defecti�e joints, craciced
or defecti�e pipe, fittings, or �alves disco�ered in cansequence of this
pressure test shalf be removed and replaced with sound material in the
manner pravided and the test sha11 be repeat�d until satisfactory resulis
a�e obtained. Any and ail noticeable leaks shafl be repaired regardless of
whether the actual lea�rage is wi#�tin the allowable limits. The pipe shail be
retested o�er a period af two Fio�rs.
8. RII pipe shall be tested for lea�age by a hydrostatic pressure test. Lines
shal� be �Iled slowly, with� a maximum velocity of 1-foot per second, whiie
ver�ting all air. lf permaner�t air vents have not been installed, the
CONTRACT'OR sha[I install carparation cocks at all high paints to expel
air during initial fi�ling and testing of the lines.
a. The duration of each leaicage tesi shall be two hours unless
otherwise specifed, and during the feakage test the test section
shail be subjected to a continuous test pressure of '45Q psig at t�e
highest elevation, but shall not ex�eed pipe design pressure at any
pQint along the test section.
b. Lea�sge is defined as the r�et quantity of water that must be
supplied ir�to the newly laid pipe, or any valved section thereof,
necessary to main�tair� the test pressure after the pipe has been
filled with water and the air in the pipeEine has been expelled. No
installation shall be accepied if the leakage is greater than tha#
deiermined by the fallowing formula:
LoND(P)D.SX�
7�Q0
Whe�e L o allawable leakage, gallons for two {�} hours
N� numbe� of joinis in the length af pipeline testes
D= nominal ciiametet� of the pipe, inches
P= a�erage test pressure during the feakage test,
psig
� = time of #est in haurs (Z)
ihe test pressu�e shall �e appfied by means of a pump cannected
to the pipe a�d to an appro�ed wat�� container, of ather app�oved
method, fo� accurate rrieasurement. �he test pressure shall be
maintain�d (by addi�ons pumping, if nec�ssary) #or the specified
#ime. Whil� the line is unde� p�essure, tFie system and all �xposed
pipe, fittings, val��s and hydrants shall be carefuAy ��amined for
leakag�. /�ll def�c#ive elements shall be repaired oP replac�d and
test repeated until all visib�e leakag� t�as be�n stopped and the
allowable leaf�age re�ui�ements have been mst,
7. On the compl�tivn of tests, any newly installed, approved taps shall be
tightly plugged with �rass fittings.
8. iharoughly purge all compressed air lines after testing.
C&B 011358.010.1.0001 1 �002 � �4
5eptember 200� �ield Yesting of P[ant and 5tation Piping Systems
�.• �
r�
C&B 0'� 13�8.01 �.9 A001
September �002
END OF SECTI�N
� �ao2 - �
�€e!d Testing of Plan# and Station Pi�ing Systems
I �!
��4 ' r
SECiION 1�D�1
DUCTILE-IRON PIP� AND Flii'INGS
�
,
,
�
'1 G�NERAI�
1.1 S�CiIDN �NCLUDES
A. Ductile-iron pi�e and fittings €o� lines and pressure lines.
1.2 UNii P�tlC�S
A. No separate payment will 6e rriade fnr ductile-iron pipe and fittings unde� this
S�ction.
'�.3 RELA��D S�C�IONS
ReEat�d wark from "GenePal Contract Documents and Specifications for the F�ort Worth
Water Department", dated Jan�aary 19�8, shall include:
A. �1-6, "Ductile Iron Pipe"
9.4 REF�R�NC�S
A. ANS! A�1.4 (AWWA C104) d Cement-Mortar �ining for D�ctile-Iran and Gray�lror�
Pipe and �itt�ngs, far Water and Other �iquids.
B, ANS� �1�1.'t0 (AWWA C110} � Ducti€e-Iron and Gray-Iron FiEiings, 3ain. thraugh
�48�in„ foe Wate� and Other �iquicls.
C. ANSI A21.11 tAWWA C111) � R�bber Gasket Jaints for Ductilenlron and Gray-
Iron Pressu�e Pipe an� Fittings.
D. ANSI R21.15 (RWWA C115) ��lang�d Ductile-!ron Pipe with �hPeaded �fanges.
E. ANSI P�21.50 ( AWWA C'I50) � Thickn�ss Design of Ductile-�ron Pipe.
F'. RNSI A21.�1 (AWWA C159 )- �ucti3e�leon Pipe, Centrifugally Cast for Water and
�ther �ic{uids.
G. ANSi A21.�3 (AWWA G1 �3} � Ductite-Iron Campact �ittings� 3 lnches through 2�
Inches and 54 Inches throug� 64 Inches far Water Service.
F�. ANSI B16.1 � Cast Ir�an Pipe Flanges and �langed Fittings.
!. ASTM D 1248 - Polyethylene Plastics Molding and �xtrusian Mater�als.
C�B 0113�8.0� 0.1 A001
5eptember �40�
15p41 -1
Ductile-iron Pipe and �ittings
� �.
J. ASTM G fi2 - 7est Methods for Haliday Defection in Pipeline Coatings.
K. AWWA C600 � Stanc�ard for Installation of �uctiEe Iron Water Mains and Tneir
Appurtenances.
L. SSPC-SP6 - Stee1 Structures Painting Council, Cnrnmerciaf Blast Cleanir�g.
1.� SUBMI�iALS
A. Submit shop drawings showing design of new pipe and fittings indicating
alignment and grade, laying dimensions, fabricatian, fitting, iiange, and special
details. Production af pipe and fittings prior to review by the Engineer shall be at
Contrac#or's risk.
1.6 C,�UALI�Y CON�ROL
A. Peovide rnanu�acture�s certiiicati�ns tha# all ductile-iron pipe and fittings meet
provisions of this section and ha�e been hydrastatically tested at factory and
meet requirements of ANSI A�1.�1.
B. Provide certifications that al� pipe joints have been fested and meet req�tirements
o� ANSI A21.1 '[ .
2 PRODUC�S
2.'I nUCTI��-�RON PIP�
A. Ductile-iror� pipe ba�rels: AN51 A21.15, ANSI A�1.�0 o�ANSI A21.�1; beaP mark
o# Unde�rvrit�rs' Labaratories approval; minimum thickness Class �� for pressure
lines and Class 5� foe gPavity lines, o� as shown or� Drawings. Provide minim�m
thickness Class 5� for flang�d pipe.
�. Provide pipe sections in standard lengths, r�ot less than 18 feet long, except far
spacial fittings and closu� sections as indicated on shop drawings.
�.� J01N�S
A. .�oint types: AN51 A�1.11 push�an; ,�►NSI P►21.11 mecFianica� joint; o� AIVSI
►°,��1.15 flanged er�d. �rovide push-on joints Unless otherwise indica#ed an th�
��awings or required by tf�es� specifcatioris. �or bolted joints, bolts shall
conform to requir�ments of RWWA C� 11. .
B. Where restrained joints for pressure prpes ar� required by �raw'tngs, pravid�
following, o� e�ual: '
1. 5up�r�Lac� Joint by Clow Corparation.
�. F1exnR�ng ar �oEc�Ring by American Cast Iro� Pipe Company.
C&B 011358.010.1.0401 15041 - �
September �00� Ductile-iran �ipe ancf �ittings
-�
��.
3. �'R-F[ex or Field-Lak Jvint 6y U.S. Pipe and Foundry Company.
C. Threaded or grooved type joints which reduce pipe wali thic�Cness below minimum
required are not acceptable.
D. Where ductile iron water main is cathodieaily protec#ed from cor�osion, bond
rubber gasketed joir�ts as shown on Drawi�gs to provide electricat conti�u�ty
along entire pipefine except where insulatiRg flanges are required by Drawings.
�.3 GASF��TS
A. Fumish, when no cor�taminant is identifi�d, plain rvbber {S�R} gas�Cet material;
for flanged joints 118-inch thicl� gashet in accordance with ANSI ,�21.7 5.
B. Pipes to be installed in potentialfy contaminated areas, especially where free
, produc# �s four�d near the elevation of ihe proposed pipeline, shall have the
following gas4�et materials for the noted contaminants:
,
, Contaminant Gas�Cet Material Required
�. Petroleum (diesel, gasalinej Nit�ile Rubber
Other cantaminants As recommended by the pipe manufac#ur�
2.4 �IiiINGS
' A. Use fittings of same size as pipe. Reducers are not permitted ta facilitate an off
� size fitting. Reducing bushings are also prat�ibi#ed. Reduction in piping size will
be made b.y reducing fittings. Line and caat fittings as specified for pipe they
� serve.
�
�,
B. Push�Qn Fittings: ANSI A►21.1Q; ductile-iron ANSI ��1.'11 joints, gaskets and
lubricants; pressure rated at �50 psig.
C. �'langed �ittings: ANSI A�'I .1 D; ANS[ �16.1 cast o� ductile�iran. -�langas: AAISI
� 18.1, Glass 1��; pressu re rated at 2�0 psig.
D. �l{echanicai Joint �it�ings: ANS� A21.11(AWWA C1'!0); pressure rated at 250 psf.
� ' 2.5 COA�INGS AND �ININGS
A. �xferior: Prime coat and outside asphaltic coating conformi�g ta ANSI A21.�10,
� AN51 A27.1 �, or ANSI A2'i .51 for pipe and fiitings in apen cut excavation and in
, , casin�s.
� B. �or flanged joints in buried servic�, pravide petrolatum wrapping system, Denso
�� or equal, for the complete �oint and all alloy steel fasteners. Altemati�ely, provide
bolts made of 304 staiNess steel.
G&B 01135$.010.1 AOfl1 15041 � 3
I September 20U2 Ductile-iron Pipe and �ittings
2.6 MANUFACTUR�RS
A. Acceptable manu#acturers af duc#ile iron pipe are American Cast Iron Pipe Co.,
McWane Cast Iron Pipe Co., and U.S. Pipe and �oundry Co.
3 �X�CUTION
3.1 INSiAL.LLAiIOEV
A. Install in accordance with AWWA C600 and manufacturer's recommendatians.
3.2 GRAD�
�
A. Unless otherwise specified on �rawings, install ductile�iron pipe far water service
to cfear all utility lines with follawing minimum cover:
�iameter Depth of Cover
(Inches) {�eet)
16and24 �
1� and smaller 4 ,
ENQ OF S�CTION
C&� Q11358.a�o.9.0401 15Q41 -4
September 200� R�ctike�iron Pipe and �ittings
�
;
1
�_'
S�CYION 15043
L�AKAGE i'ESi OF HYDRAU�IC STRUC7UR�S
n
,
i.
I . ,
�
;�
� .,
�I
1
F'ART 1 e G�NERAL
'i.01 SCOP� O� WOFtK
A. Under this section of t�e specifications, #�e CON�RACTOR shall furnish all
labor, materials, taols, equipment, and related items required ta test all hydraulic
structures for leakage.
�A�Y 2 - ��ODUCiS
2.0'� WAT�Fi FOR ��A�CAG� ��S�S
A. Shal1 be {�rovided by the CONTRACiO�. �Me CON��ACYDR shall prov�de
wha#ever ta�or and materials may be �ecessary to fip structures for testing.
PART 3 - EX�CUiION
3.01 G�NERr4L
All hydraulic structures shall be tested by flling with water to the maximum operating
water le�el at the begir�ning o# the test periad. Yests shall be made priar #o backfill
around the walls of structures to permit abservatian and detection of poir�ts of leakage.
ihe CON�RACiOR shali fumish equipment andlor necessary �iping as required to
#ranspvrt water used in testing from source to #est lacation.
3.02 NDN��OROUS SYRUGiUF�ES
Non-porous s#ructures, such as stee! and fiberglass, shall show no leakage during the
twenty-four hour ies# period.
3.03 C�NCR�i� STRUC�'U��S
Water shall be al�owed to stand in concrete structures for 24 hours prior to the beginning
of the twenty four hour test period to allow for absorptian of water by the surtace of the
concrete in contact with the water. Acccarate measurements of ihe waier le�el shal3 be
made at the beginning and the end vf the �4ahour test period. �he drop .in the water
surtaca shall not exceed 114-inch. �urir�g the test period, close obsepvat'ron of the
structure will be made for the pur}�ose of detecting lealcage.
C&B 0113�8.01 a
2n02
15043-1 Leakage �est of Hydraulic Structures
�.1
3.04 REPAIRS
If the leakage exceeds the specified aliowable limits, the point or points of leakage shaZi
be sought out a�d remedied by the CONTRACTOR at no additional cast to the OWN�R.
in addition, all noticeable leaks oth�r than small surtace seepage of concrete structures
shall be �epaired regardless of the amount of leakage. �'
�ND OF SFC�ION
C&� 011358.010
�00� 1�043n2 �eakage iest o� kydraulic Structures
�
�
s�c-rioN ��oao
PIPE COUPLINGS AND kXPAN5I�N JOIN7S
1 G�NERAL
'[.1 SG�PE OF WORK
A. �lexible couplings, flange coupling ada�tors, expansion joints and restraining
hardware for aba�e items.
9.2 C�URI�[�Y ASSIJ�►NC�
' A. �actory Assurance:
,, 1. Yest each item fo� mechanical and mate�al defects p�r manufacturer's
siandard practice.
' 2. Hydrostaticaily t�st eaeh it�m to 1�0 pePcent of its maximum allowable
, wor�cing pressure.
1.3 SUBMI�A�S
A. 5hop Drawings, Product Data and 5amples: Comply with the general
requirements of Seci�on 01301 and suppiemental requirements be3ow,
a
B. Su�mit #he following items �or each type flexible coupfing, flanged coupling,
adaptor and rvbber expansion joints.
1. �escription and Ellustration of canstruction.
2. �ist of materials.
3. Description of factory�applied proteetive caa#ings.
4. f]imensions.
5. Pressure rating.
6. For expansio� joints only, the mo�ement, farce and spring rate
eapabiiities.
7. Sho� drawings fof restraining systems such as tie bolt assemblies.
Drawings to show layout, dimensions, r�umber and size of balts, and lug
detaiis.
8. Manufacturer's instaflation i�tstPuctior�s.
C. Product data described in the previous parag�ap� may be submitted in the form
o� catalog bulletins ar othe� standa�d manufacturer literature and drawings as
lang as all the data sgecified are fumished. If catalog bulleiins are submitted,
they ar� ta be marked up to show the styies, opt�ons and other data which are
applicable.
D. In CONTRACiOR elects to use more couplings and expansion joints than are
shawn on Drawings, submit piping layout drawings showing ti�e location of each
proposed additional unit and describing the type of each such unit.
C&B 01'�3�8.010.1.DOQ'�
September �OQ2
1 �080 � 1
Pipe Couplings and Ex�ansian .�oints
�
1.4 PRODUCT D�LIV�RY, SiQRAG� AND HANDLiNG
A. Comply with the requirements of tF�e Ger�eral Canditions.
2 PRODUC�'S
2.'I F��XI��� COUI'LINGS
A. �lexible coupfings to be mechanical compressiort type with sleeve two fallower
glands, tvwo resilient wec�gepshaped gask�ts, and a set of bolts and �uts to draw
the two follower glands togethe�.
�. Cor�structian of Coupling:
1. Middle Ring: Carban steel.
�. Follawers: Carban stee! except that ductiie o� mafleable iron may be used
in sizas 12 inc#�es and smaller.
3. Gaskets:
a. Resilient rubber compound suitable for air, wate� and sewage
service and temperatures belaw 150 F.
b. Wedge s�taped.
4. �olts and nuts:
a. Cadmiumdplated high steength steei.
b. Number and size as required for size an�1 type coupling and as
recommended by manufactueer far #est pressure.
C. Restraining 5ystem: .
1. �a be used for all flexible co�tplings unless sp�:cifically noted othervuise.
2. Description:
a. Restrain�ng system or hariness ta consist of t9e bolts anchored an
each side �f c�up�ing to pre�ent separation of pipe and coupling
due to pressure or other causes. �
b. `i'ie bolts tv be anchored ta lugs bolted io nearest flange each side
nf coupling. Or� steel pipe, tie bo�ts may be anchored io lugs s�op
welded to pip�.
c. NumHer an� si�e of tie bolts ta be as determined by man�facturer
for specified piping system t�st pressure. A mir�imum of two tie
� bolts diamet�ically opposite ons anothe� ar� requir�d for eac�
restrained coupling.
3. iie bolts and nuts: Rs specified above for flexible coupling.
D. �actory Palnting:
1. Rppfy epoxy�type protectiue coating system to interior and exterior of
couplir�gs. Coating to be manufacturer's standa�d epoxy system complete
with prime and finish coats.
2. C}o not paint bolts, nuts and gaskets.
C&B 011358.Q1Q.1.a0i��
September �04�
15080 � 2
Pipe Couplings and Expansiar� Joinfs
.�
��' •
3. Coatings used on exterior af couplings which will be ex�osed, are ta be
compatible with specified caating sys#em for piping so that pipe and
cfluplings can be painted a common color.
2.2
�. Manufacturer and Model:
1. Dresser Industries, Inc. - Dresser Style 3$.
2. Rockwe�l Intemationafi - Roc�well Type �4'f 1.
3. Or�ap�roved equivalent.
�LANG�D CDUPLfNG ADAPiORS
A. I�langed coupling a�aptors to cansist of a body or sleeve with pipe flange on ane
end and compression-type eoupling on the other end. Compression caupling to
consist of follower, resilient w�dge-shaped gasket, and a set of bolts to draw
follower against gasket. All flanged coupling adapto�s shaA include restraining
systems �nless otherwise no#ed on drawings.
B. Car�struction:
'I . Body and follower: Carbon steel except that cast iron is acceptable in
sizes 12 inches and smaller.
�. �lange: ANSI Class 12� or 250 flat face. Match class to #hat of piping
system.
3. Bo�ts and nuts:
a. Cadmium plated high strengih steel.
b. Number and sized to suit specified piping system test pressure.
4. Gas�et:
a. Resilient rubber compou�d suitable fo� aiP, water and sewag�
s�rvice, and tempera#ures below 15Q F.
b. Wedge-shaped.
C. Restraining 5ystem:
1. �estraining or hamessing system io be as specified for flexible couplings
except that anchor studs aP iocking pins may be used on sizes 7� inches
� and under.
2. Anchor studs or locking pins ex#end through threaded tap aP boss in body
afi adaptor into pipe that has been inserted into compressior� coe�pfing,
thus preventing further longitudinal movement.
3. I�umber and size for tie bolts and anchor studs ae loc�ing pins ta suit
speci€ied piping system test pressure. Minimum of two diamet�ically
opposed restraints requirsd far resteained adaptor�.
D. �actory Painting:
1. Apply epoxy�type protective coating system ta ir�terior and e�cterior of
adaptars. Coating to be manufacturer's standard epoxy system complete
with peime and finish coats.
2. �o r�ot paint bolts and gaskets.
C&8 01'135�.0�4.1.Q001
September 2{�02
15080 P 3
Pipe Couptings and �xpansion Joints
�1
3. Caatings used on exterior of couplings which will be ex�os�d ta be
compatible with specified coating system for piping so #hat and caupling
can be paint�d a camman color.
2.3
�. Manufacturer and Model:
1. AEI sizes:
a. Dresser Industr�es, Inc. � Dresser iype 128.
b. Rockwell In#emational - Roc�well Yype 9'k 3 for a11 sizes.
c. Or approved equivalent. �
2. iw�lve ineh�s and smaller altemate:
a. Dresser Style 1�T.
b. RocEtwell Style 912. _
c. Or approved equi�alent.
GROOV�D AND SHOUL��R�D JDINiS
A. Gene�al:
1. Grooved steei and du�tile ieon piping components shall b� used wher�
indicated an the drawings.
�. All components af each type of caupling and val�e utifixing graaved joints
in this p�aje�t shall be supplied �y one manufacturer. .
3. All components shall meet the requirements of AWWA C606-�7.
4. All fittings, �alves and pipe shall be g�ooved in the factory to required
dimensians p�ior to de�ivery to site unless otherwise. ap�roved by
�NGIN���2. �
B. Groo�es:
1. C�t grooves �hall be utilized on all ductile iron and cast iron pipe, �itiings,
valves and couplings uniess shown o� specifed otherwise. C�imensians
� sf�all coniarm to Table � flr iable � o�AWWA C606 as applicable.
�. Roll groo�es sha�l i�� utiii��d in steel and stainlsss stee� pipe systems
unless pip� i�icknesses are sufFcient to use cut grooves.
3. Joint ty�e shafl be flexible unless specified o� shown otherwise.
4. �'ield ce�t grooves on pipe (when approved by �NGIN��R} shall be cut or
rofled in accordanc� with the coupling manufacture�s recomm�n�ations
ar�d with toals designated by manufacturer.
C. Couplings and Flanged P►da{�to�s:
1. Cauplings shall consist of � or mQ�e curved housing sec#ions wifh
continuous keys, gasket ar�d bolts.
�. Fiausing shall b� similar mate�ial as piping system being toRned �9uctile
l�on [ASl"M A 536] �o� �I� and s#eel). Paint nonstainless steel couplings
� to match piping syst�m. . �
3. Gaskets shalf be molded o� extruded �PDM unless atharwise shown.
�as�e#s for ai� service applications shall be sui#able for 1�0° � with smafl
amounts of lubrication oil present. Gaskets on �I� cauplings shall utili�e
a central leg to canfor-m to peened pipe su�#ace.
C&B 0113�8.410.1.0001 1 �OSO � 4
5eptember �4D� Pipe Cauplings and Expansion Joints
�. Nuts and bolts shall be steel, AS�M A 183 except for stainless steel
couplings in which case the balts shall b� stainless steel.
5. Couplings shall positively seal to provide lead-free system w�en piping is
tested in accordance witi� Section 15002 and applicable pipe
specifications. '
6. Coupling and f�anged adap#or style shall be as follows uNess shawn
otherwise:
a. � Coupling - Victaulic Style l7.
b. F�ange Adaptors � Victaulic Style 741.
�
�'
_
3 �X�CL1ifON
3.1 IN�TA��AiION
�A. Gener�al:
9. Inspect each coupling, adaptor and expansion joint for damage and
defects b�fore Fns#allation and replace defecti�e items.
2. Install each item in accorclance with the Drawings, f�CHMCR�.
SPEGI�ICA`�IONS, appro�ed p4ping layout shop drawings and a�pro�ed
manufacturer's installatian instructions.
3. CONiRAC f OR may pro�ide additional flexible couplings, flanged
coupling adaptors and expansion joints over and above those shown on
Drawings to facilitate installation n� piping.
a. Use of suc� additional items is to be appro�ed by the �NGIN���t
prior to installatian.
b. Additional joints are to be at no expense to the OWN�R.
4. Verify that inside diameters af flexible couplings and flanged coupling
adaptors are compaiible with ou#side diameters af piping with which
cot�plings or adaptors are being used.
B. �lexible Coupfings:
1. Clean and lubricate pipe ends �efore installation.
2. �,ea�e a gap between th� pipe ends to permit pipe expar�sion and
increase fl�xibility of the joint. Gaps befinraen pipe ends to be
approximately as follows:
a. 12 inch diameter and smaller: 'i inch �.
b. �4 inch diameter thraugh 36 inch: 1�1l2�inch �.
c. Ovee 3fi iRches: 2 inch.
3. �ighten bolts in manner and to torc�ues prescribed by manufacturer.
C. �ield Painting:
1. iouch u� factory finishes which have been damaged.
2. Apply protective c�ating to bolts and nuts aft�r tightening. Use same
coating system as t�ai specifed far adjaining piping.
D. Testing:
1. Joints are tasted as a part of the overall piping system.
C&B 011358.010.1.0009 '��080 � �
September �00� Pipe Gouplings and �xpansio� Joints
L_
2. See Section 1 �042.
�l_�►LIi7����C�1►`
�
,
C&B 019358.a14.9.000'S 1�0�0 � B
September 2002 Pipe Cauplings and �xpansion Joints
�;
SECiION 1�100
VALV�S r4N� AP�U���NANC�S
-- �A�� 1 G�N��A�, .
1 A1 SC4�� OF WORK
� Furnish alI labor, ma#erials, equipment, and incidentals required to eompletely install and
put into operation, all valves and appurtenances as speci�ed h�rein and as shawn on
the drawings.
f 1.0� ���4Y�D WO�K
� Related work from ��eneral Contract Documents and Spec�cations for the �ort Worth
Wat�r �epartment�, dated January 1978, shal� include:
A. �1�'�1, "Air R�lease Valv�s and Fittingsg
� � B. ��-1'i, �Air �elease Valve Installation"
1.Q3 E(�UIPM�Ni
� . A. �Cate VaEves
�° �. Lever and weight swing check valves
„
C. �ccent�ic Plug Valves
� � �. Combina#ion Sewage AirNacuum Val�es
, I �. �r�ssure Gauge
a �. CoPporation Stops
� G. �Aechanical Couplings
:
1.04 {aUAL1�ICAiIONS
' All of the types oi valves ar�d appurtenanr,�s shall be peoducts of wel{�established firms
wNo a�e fully expeeieroced, reputable, and qualified in the manufacture of the particular
equipment to k�e fumished. 7'he equipment shafl be designed, constructed and installed
' in aacordance with ti�� best p�actices and metha�s and sha11 comply with these
sp�cifications as a�piicable.
1.05 SU�N�I�AL�
A. ihe Confractor shall fuPnish Manufactup�r's shop d�awings clearly showing
material si�es, types, styles, parts, catalog n�mbe�s, and complete details,
including, i�t�t nat limited to. location, lengths, and connection details.
C&B 011358.D10 � � 5100 -1
�OQ2 ' Valves and Appurtenances
�
�I
�. The Contractvr shall submit the Manufacturer's published literature, incfuding
t�CI11�ICdI �7UIIP,tIC15y brochures, and operating and maintenance instructions.
9 .06 P�ODUC� ��L1V��Y AND SiO�AG�
A. Deiivery of Mate�ials: Manufacture� materials shali �e delivered in o�iginal, -A
�nbroken pailets, pac�tages, containers, or hundles bearing the lab�� of the
manufacture�.
�. Starage of Materials: A!I materiais shall be carefully handled to pre�ent abrasron,
cracking, defa�mations, o� o#he� damage.
1 A� 11U,4��AfV�Y
Manufacturer shall guarar�tee against defects in materia) o� workma�ship fo� a pe�iod of
or�e {2) years from the data af substantial completion and accep#ar�ce testing.
PARi 2 P�O�UC`iS
2.01 G�N��A�
A. Obtain all gate valves, extensions and associated manual operatars from a single
manufacturer
�. All �alves and appurtenances shall i�e the siz� shown on the drawings.
C. All �alves and a�purtenances shall have the name of th€ manufacturer, flow
direction arrows, and wor�ing pressure for which they are designed cast in r�aised
I�tt�rs upon some app�opriate part of the body.
D. RII buried vaErr�s shall open !eft (counter-clockwise) and cfose righi (cloc�rn►ise)
�. All intemal mate�ials for �al�es shalf withstand r��osion.
�.0� CATE VALV��
A. AWWA C509 I�e�ili�nt S�aI (�ate Valrres:
1. Used for al! gat� vaives unless otFierwise shown.
2. Ins#al! in vertica! �osi#ion only.
3. Non�s�ock working p�ssure: �00 psig th�oug�i 9� inches
4. Val�� body: �ast iron witfl full rot�nd �o�t opening and int�grally rast
guides, smoot�t valv� boftorn with no r�cess�d apeas; f�onnet co�er.
�. Gate: Ru�ber seal mechanically �etained betwe�r� twa epoxy coated c�st
iron gat� halves with 316 st�tnless steel fasteners.
6. Stem: 316 stai�less steel, ind�pendent of t��on�e s#em nut.
7. St€m seals: �oubl� ���ing, �una�N protected by grit and d�st cap.
�. Stem nut: ��ass ar bronze.
9. Nylon bushing and ��flon washe� for ft�ction prc�tection.
10. Interior coating: 2�pa�t epoxy ooating or a�pra�ed equal.
1'f . Acceptable Manufactu�e�s: iViuel�er, Ni&f� Seguro or appro�ed equal.
c�� a� � a�8.a� o ��� oo -�
20D2 Valves anc! App�rtenances
, ,. _
B. ACC�SSORIES
'1. Floor boxes shall have cast iron bodies anc4 bronze bushings.
2. Valve baxes for buried service:
a. �hree �iece screw type �-112 inch diameter, cast iron construction.
b. Concrete pad 2'-0" diameter x 6" tF�ick aeou�d valve box at ground
surface.
- c. Other features as shawn on drawings.
3. Stem guides to be made of cast iron wi#h b�on�e bushings and to have
adjustabte offset.
4. Atl components of s�aft exkensions sha�l be 316 stainless steel including
nut shaft, shaft housing and guides. AAinimum shaft dism�ter s�afl be 1�
or dEamete� of �aive shaft, whicheve� is larger. Al) camponents shall ha�e
continudus w�lded join�.s. �'ravide stem guides or roc� shields ai 5'
intervals
�.43 ��V�R AN� W�ICH� SW1N(� C�I�CFt VALV�S
�'� A. ihe Contractor shall fumish and install two (�} 8-inch diameter, Muelle�, Clow or
. approved eqUal, le�er and weightad swing check valves.
�. Check valWe body shail be cast iron per ASi�A A1 �6, G�.� having a cent�ifugally
cast aluminum, b�onze or stainless steel body seat.
C. Nuts, bolts, and studs shail be iype 316 stainless steel.
I
D. ihe shaft shal� b� one-piece stainless steel 1�'�4Pb. ihe seat ring si�all be
resiiient �una-N and shall be easily repEaced in the field.
E. �e�er and weight shall allow free op�n and positi�e non�slam control cfosure of
the disk.
�. ihe disk arm shall be ductle i�on per RS�M A�36.
(;. �he chec� valve shall prev�nt no bach#low o� pump shut-Qff or power failure or
b� tight s�ating.
z.a� �cc�����e r��u� ���v�s
A. �he Cantr�ackor shall fumish and ir�stall th�ee (3) ��inch diameter �� x FL
eccentric plug valves with manual actuators. Acceptable mantafacturers sha[I be
�eZurik, �low, Va1�Matic, or appro�ed equal. �lug �alves shall be'/ tum,
eccentric, ser�iceable under full line pressure, and capable of s�aling in �aath
directians �nder rated pressu�e. �lug valves shall have a minimum port area of
8�% of the nominal pip� si�e.
C&B Oi 1358.010 1�100 - 3
2pp2 Valves and Appurtenances
B. Va�ve bady shall be cast iron with added nickel and chrom9um, ASTM A1�B,
Class B, 175 psi wor�ing pressure rating. Pfug shall b� of one-piece constr�ction
and made of ASYM A126 Class � cast iron with resilient seat facing pe�
ANSIIAWWA C�04. �langes shatl be drilled ANSI Class 125. Seals shail
conform to ANSVAINW� C504. . Valves shall ha�ep�rmanently fubricat�d iype
316 stainlsss steel radial shaft bearing on the upper and lower plug stem joumal.
Ail expos�d riuts, bolts, springs, and washers shall be zinc pEated or stainless
s#ee1.
C. �he valve seating design shal� be resilient and of the continuous interFace type
having consistent openi�tglcZasing torques, and shail be non jamming in the
closed posi#ion. Valves shall be of the bolted bonnet design. The resilient seat
faced plug shal� be replaceable without remaving the valve body from ihe line.
�'h� valve body seating area sHall be cor�osive reststant by a welded-in overlay
of high nickel ca�tent. S�r�ayed o� plated seating surt'aces will not be accessible.
�earings shall be eeplaceable. Valves shal! be designe� such that they can be
repacl�ed without removing the bonnet.
D. �urnish manual hand�wheel actuatars with totally enclos�d and sealed worm
gear actuator wi#h posi#ion indicator and externally adj�stabie open and closed
stops. Worm gear shal� be AS�N4 A�3fi grade duetile irvn with p�ecisian bore
and keyway far cannectian to th� vai�e shaft. �ronz� radial bearings shall b�
pro�ided for the segment gear and worm shaft. �ear actraators sha�l be designed
#a withstand, without damage, a�im pull of 200 Ib on th� hand wheel.
�.05 COM�WATIC}N AIRIIIACUUM VA�V�S
A. Pro�ide eombination airlvacuum �al�es as shown in drawings.
�. Combinat�an valrr� to be 2�inch diameter combination air �alve by as
manufactured by Cla�Val, Apca, Crispin, o� approved equal. �umish twa ��inch
combination aiNvacuum val�es to �ie kacated in lift station valve vault.
C. �it �alve with quick connect couplings, s�ut�aff v�lves, unians, an� ch�c� valves
to allow for normal �enting int� wetwell and to allow for periodic bar�i�fl�shing.
D. Valve shall b� capable af wit�istanc�ing maximum suege p�essure {100 psi)
without failure. Working p�essure fa� this applicatian is 10a psi.
�. ihe inlet and outlet of th� valv� shall ha�e tHe same cross�s�ctional area. �f�e
float shall be guided �y a stainless ste�l guide shaft and seat drip�tig�it agains# a
synthe#ic ru�b�r seal.
�. �he bady and co�er shall be concer�trically located and mad� of cast ieon. �he
valve's intemaf parts sHall be fnade of stainless steel. �
�.06 P��SSI�R� (3,�L1G�S
�'�essu�e gauges shall b� 2�inch diameter, stainless st�el, w9th'/�inch NP� brass battom
connection with snubber, glycerin flled, a ta �0 psi rating, mounted as shawn on
drawings. Pressure gauges shall be Ashcroft ar appro�ed eq�al.
�
c$� a� ���s.41 D • 15� 00 -�
�002 Valves anci Appurtenances
��
z.o� co��o�T�oN sro�s
Corporation stops shall be of bronze ar brass and shall be designed and manufactured
in accordartce with AWWR Standard C80D, except as modified herein. Corporation
stops shall have Muel4er inlet threads except that corporation stops for use with service
clamps shall have IPS threads.
2.�8 M�Ci�ANICAL CDU�LINGS
A. �langed Coupling Adaptors: Claw, 5mith-�lair, JCM, or approved equal.
�. Salid Sleeve Caupiings; �low ����33, Smith Blair 441, JCl1A 210, or appro�ed
equal.
C. Transition Sleeve CoupGngs: JC[V� 21�, Smith �1air 441, Clow, or appraved
equaE.
PARY 3 - �X��UiIOFV
3.01 IMSYALLAifON
A. AI� valves and app�rtenances shaN be installed in th� locations shown, true to
alignment and rigidly supported. Any damage to the above items shalt be
repaired to the satisfaction of #he �ngineer prior to installation.
�. After instap�tian, al1 val►►es and appu�tena�c�s shall b� tested at the same
duration and pressur� as the piping system they are in. !� any joint provEs to be
defective, i# shall be repaired to the satisfacti�n of the �ngineer.
C. ir�staCl aA brackets, extensian rods, gt�ides, a�d warious types of ape�af�on and
appu�tenances as sF�awn an the drawings. �efore setting items, Contractor shall
check all plans and figures which hau� a direct bearing on their location and he
s�all be resgonsibi� for the praper location of these valves and appurt�nances
during tfi�� canstruction of the structures.
�. �ll mat��ials shakl be carefully inspected for defects in workmanship and
materials, aEl debris and for�ign material cleaned aut of valve oper�ings, etc; all
operatir�g mechanisms operated to che�� th�ir proper functianing, and all nuts an
bolts ch�c�ed for tightness. Valves and oth�r equipment which do not operate
easify, or are otherwise defective, shaA be repaired ar replat�d at no additio�al
cost to th� Owner.
�. �uried maci�anical joints shall 6e made with cadmium plated boifs. All expased
�ol#s an� nuts shail be cadmium plated.
�. �uried valves and valve box�s shall b� set with the stem rrer��cally aligned in the
center oi th� gate box. ihe valve box shall be supported durirtg the backfilling
and maintain vertical alignment with finish grade.
� c��o��s�s.o�o �5�ao-�
2��z Valves and Appurtenances
G. lnstallation shatl be in accordance with the plans, approverf shop drawings and
the manufacturer's instructions.
b. Install valves and �alve operaiors ta provide for ease of access and aperatEon:
Install bur�ed �alves by carefully Iowering into pasitian i� such a manner ta -�
prevent damage to any part of the valves. ihe valve shall be placed in proper
position and snall be securefy held until all c:onnecttons have beer� made. RII
bti�ied p�pe and appurtenances s�all be wrap�ed in polyethylene encasem�nt in
accardance wit� A1NWA C1 D�,
.f. A!I buried valves � inches and larger shail �est on a c�oncre#e pad. �ad sh�li
extend for the full width of the t��nch and f�om bac��to�bac� vf hub (o� flang�}.
Care shall be faken to not interFere with the jointi�g. Ca�crete shall b� Class �.
3A� PAYM�NT
A. AU val�es on this pro�ect shall b� paid as part of the lump sum p�ice base i�id,
and shal! include the labor and materia€s required to fnstall resiG�nt seat gate
vaives, oil-cushioned check �alves, plug valv�s, ball valves, combination
a�rlvacu�m �alves, and the pressure ga�ges.
�ND O� S�CiIOIV
c&g o� �3�a.o� a ��� oo - s
2002 Valves and Appurtenar�ces
-1
l
`,
SECTI�N 15140
SUPPORTS AND ANCHORS
1 G�N�RAL
1.1 R�LAT�❑ DOCUM�NTS
A. Drawings and gerieral provisiorts of Contract, including General and
5uppiernehtary Conditions and Division�1 Specification sections, apply to work of
this section.
1.2 Sl1MMARY
, A. �xtent o� supparts and anchors required by this section is indicated on drawings
. andloe specified in other Division-1 � sections.
B, �ypes of supports and anchoPs specified in this sec#ion inciude the fiollowing:
1. borizontal-Piping bangers and Supports.
2. Vertical-Piping Clamps.
3. Hanger-Rod Attachments.
4. Buiiding Attachments.
�. Saddles and Shields.
6. Spring Har�gers and 5upports.
i. Miscellan�ous IlAaterials.
8. Anchors.
9. �quipment Suppoets.
C. Sup�orts and anchors furttished as part of factory-fabricated equipment, are
� speci#ied as part of equipment assembly in other Divisian-15 sections.
D. Related Sections: �he following list includes, but is not limited to, the other
sections af these specifications which contain requirements that relate #o #his
Se�tion:
1. Seetion 099D0 "�ainting".
1.3 QUA�lYY ASSUR/�NC�
� A. Manufac#urer's Qualifications: �irms regularly engaged in mane��acture of
supports and anchors, of types and sizes required, whase peoducts ha�e beer� in
saiisfactory use in similar sen+ice for not less #han 5 years.
i
B. Cad�s a�d Standards:
� 1. Code Campliance: Comply with applicable plumbing codes pertaining to
�� produet materials artd instalfation of supports and anchors.
. �. U�. and �iUl Compliance: Provide products which are UL�Listed and FM
approved. �
� C&B 01135�.010.1.0001 75140 -1
September 2002 5upports and Anchors
,.
i. �
3. MS5 Stanc#ard Compliance:
a. Pra�ide pipe hangers and stapports, of which mate�als, design and
manufacture complying with MSS SP-58.
b. Selsct and appky pipe hangers anc� sup�orts, �omplying with MS5
SP-69.
c. Fab�icate and install pipe hangers and s�pparts, campiying with ^
MS5 SP-89.
d. Terminology used in this section is defned 9n MSS SP-90.
C. Design Criteria: �3angers shall be sizec� to support the weig�t of the piping full of
the fluid being trans�o�ted and the insulation, if any, plus a safety factor of �.0.
Where severaE lines are installed adjacent to each Qt�er in the same plane and at
. the same elevation, trapeze hangers may be u�ed; provided they are sized to
car�y the combined weight of ail piping, fluid and a safeiy factor af 2.0. Tnrust
ancharage shall be based on water pressure plus hammer and a sa�ety factar or
1.�.
1.4 SUBMITiA�S
A. Product Data: Submit manufacturer's technical produc# data, inciuding
ins#allation instructions for each type af support and ancho�. Submit pipe #�anger
and support schedule showir�g Manu�acturer's figure number, size, locatian and
features �or each required pipe hang�r and su}�port.
B. Shop Drawings: Submit manufacturer's assembly-type sf�op drawings far each
type of support and anchor, i�dicating dimensions, weights, eequir�d clearances
and methnds of assembly of components.
1.� D�LIV�RY AND STOR�G�
A. Ship hangers and fittings in rigid eartons and i�eep pacf�aged ur�ti! used. Stare
inside storage sheds or under roof. Otherwise, sta�e on woa� platforms raised
above grad� and cover with a w�ather resistant covering.
1.B J�� CO1��1 f IOi�S
A. �'he numb�P a�d type af hangers and supports necessary for the project,
incluc#ing the type of inserts and the si�e of rods necessary to carryr the installed
weights shall be dete�mined by th� CONiFtAC�O�, based an calculated loads to
be supported. ihe plans show specific requirements for a number of cases, but
do not att�mpt to indicate all hangers ar sup�arts. �he C�N��AC�'OR shall be
responsibfe for determining the number, focatior� and siz� of �angers and
supports.
�. Piping shall b� supported so that strain impa�ed on attached equipment is
prevented. Pipir�g shall b� fab�icated in a manner tha# piping is not strained
during installation. Pipe shall nat b� fabricated in a mann�P that req�i�s force to
align pipe runs, or that requ9res force to ir�stall piping into hangers.
C&B 011358.0't0.1.00D1 1514Q � �
Sept�m�e� 200� 5upports a�d Anchors
i
�
C. Hanger and s�pports shall be capable of �ertical adjustment after the piping has
been instailed. Hangers which do nvt ailow for such adjustment shal� have
tumbuckles installed in the hanging rod.
D. Where pipe is �oted ta be insulated, the pipe hanger shall s�at penetrate the pi�e
covering. Pipe hangers shall b� on the outside of ti�e insulatinr�. Provide
proiection saddles or insulation inserts to preven# damage to insulation.
�. Hanger� and supports, incicading threaded rods sha�l be ferrous metal.
� F. Piping which runs at an ele�ation exceeding 8'-a" from the structure above, and
as indicated an the plans may b� supparted from wall, mounted brackets
� attachec3 to cor�crete wall surfaces. �
2 PROnUCTS
2.'I �-lOR1�ONi'/�L - PIPING HRNG�RS AND SUPPORiS
l�. General: �xcept as o#herwise in�icated, provide factory fabhcated harizontal
piping hangers and supports complying with MSS �P�5�, of one af the following
M5S types fisted, selected by Ins#aller ta suit horizantal piAing systems, in
accarda�ce with MSS SP-69 and manufactur�r's published product information.
Use only one type by ane manufacturer �or each pi�ir�g service. Select sizs of
hangers and s�pports to exactly fit pipe size for bare piping, and to exactly fit
around piping insufation with saddle oP shield far insulateci piping.
B. Adjustable Sieel Clavis Hangers: MSS �ype 1.
C. 5#eel Pipe Clamps: MSS Yype 4.
,' D. Adjustable Swivel Pipe Rings: AASS Type 6.
�. Adjustable Steel Band Hangers: MSS iype 7.
�. Adjustable Swivel Rings, Band iype: MSS Type 14.
G. Split Pipe Rings: I�iSS '�ype 11.
' �i. U�Bofts: M5S Type 24.
I. Pipe Siides and Slide Plates: MSS �ype 3�, inc�uding one of the following plate
tYAes:
1. plate: Ung�ided type.
�. Plate: Guided type.
3. Plate: Hold-dawn clamp type.
C&B 0173�8.010.1.0007 1�i�0 - 3
September �DO� Supporks and Anchors
�.1
J. Pipe Stanchion 5addies: M5S Type 37, inci�ding steel pipe base support a�d
cast-jron flavr f�ange.
K. Single Pipe Rolls: MSS Type 4� .
L. Pipe Roli Stands: MSS Type 44.
2.2 VERTICA� - PIPING C�.AMPS
A. General: Except as otherwise indicated, pravide factory-fabricated �artical-piping
clamps complying wit� f�ViSS SP�vB, af one af the following iypes listed, selected
by installer to suit v�rtical piping systems, in accordance with MSS SP�69 anc#
manufacture�'s pub{ished praduct information. Seiect size of �eriical piping
clamps to exactty fit pipe size of t�are pipe. Provide coppe�-plated clamps far
capper-pipi�g systems.
B. iwo-Bolt R'tser Clamps: M5S iype 8.
2.3 HANG�R-R�D A7`�ACHM�NTS
A. General: �xcept as o�herwise indicated, pravide factory-fabr�ca#ed hanger rod
attachments complying with MSS SP�58, of one of the fallowing MSS types listed,
selected by Instaqer to suit horizantal-piping hangers and buildi�g attachmer�#s, in
accordance with MS5 SP-69 and manufacturer's pubEished prociuct informatian.
Use only one iype by one manufactu�er for each piping service. 5elect size of
hanger rod attac�ments to suit hanger rods. Pravide copper-plated Fianger-ro�1
attachments for copper-piping systems. �
B. Stee� �umbuc�Cles: MSS �ype 13.
C. 5wivel �umb�ckles: �NSS �ype 1�.
D. MafEeable Iron 5ockets: MSS iype 16.
2.4 BUI�D�NG ATiACbM�NiS
A. Gene�ai: �xc�pt as oiherwise indica�ed, pravide factory�fabricated building
attachments complying wit� 11ASS S�'-58, o� one of the followir�g MSS types listed,
se�ected by Instalfer to suit b�i{d�ng substwate cor�ditions, in acco�dance with� MSS
5F'�69 and manufacture�'s published product informatian. Selec# si�e of buiiding
attachm�nts to suit h�.nger rods. �'rovide capper-pEated building attachments for
copper piping syst�rns.
B. Cancrete Inserts: MSS �ype 18.
C. Side Beam or Channel Clamps: MSS Type �0.
❑. Cente� Beam Clamps: MSS iype �'!.
C&B 01135�A1Q.1.OaD1 1�140 � �
September 2002 Suppor#s and Rnchars
a
��
E. Weided Beam Rttachments: MSS �ype 22.
F. C-Clamps: M5S Type �3.
�.5 SADD�.�S AND Si�-!lI�LDS
A. Generat: �xcept as otherwise indicated, provide saddles or shields undsr piping
hangers and supports, factory-fabricated, for all insulated piping. Size saddies
and shields for exact fit ta mate with p'tpe insulation.
B. Protection Saddles: M�S iype 39; fill interior vaids with segments of msutation
matching adjoining insulation. �ype 39 saddles shall be used anly on hat water
and st�am piping.
C. Protection S�ields: MSS iype 40; of length �ecommended by manufacturer to
p�event crushing or insutation.
D. Available iUlanufacfurers: Su�ject to compliance with requirements,
�� manufactuYers offe�ing #hermal hanger shielcis which may be incorporated in the
work include, but are not fimited to, the following:
1. �leen Metal Products, Co.
' • 2. Pipe Shiekds, Inc.
2.6 MANU�ACTURERS O� FiANG�RS AND SUPPORiS
A. Available Manufaci�Pers: Subjeet to compliance with �equireme�ts,
manufacturers offering hangers anc� su�ports which may be incorporated in the
wor� include, but ae�e not Eimited to, the fallowing:
1. B-Line Systems. lnc.
2. Carpenter and Pa�terson, Inc.
3. Com�r & Lacia Co., Inc.
4. �lcen f�3etai P�oducts Co.
5. '�ee & Mason Mfg. Co.; Division of �iggie Intemationai. _
6. I'Ti" Grinr�e! Corp.
2.7 IIAiSC�LL�4N��ClS IIA,4�'��[A�S
A. Metal �raming: Pravide pe�aducts complying with N�MA S�'D ML i.
�. Steel Plates, Sf�apes and Bars: P�ovi�le praducts camplying with RS�'M A 3B.
' � C. Cement Grout: Por�land cement (AS�M C 1�Q, �ype f o� �ype III) and c�ean
' uniformly graded, natural sand �ASiM C 404, Size �Vo �). h+lix at a ration of 1.0
part cement ta 3.0 parts sand, by volume, with minimum amount af water �equired
� �for placement and hydration.
,
C&B Q11358.010.'1.D001 1�140 d 5
5eptember �002 Suppo�ts and Anchors
�!
D. fieavy-Duty Steel irapezes: Fabricate fram steel shapes selected for loads
required; weld ste�l in accordanc� with AWS standards.
�. Pipe Guides: Provide factary�'fabricated guides, or cast semi�steel or heavy
fabricated steel,�consis#ing vf boited fwa-section outer cylinde� and base with twa�
section guiding spider balted tight to pipe. Size guide and spiders ta clear pip�
and insulation (if any), and cylinder. Provicfe guides of length recommended by
manufaeturer to allow indicated travel.
3 �X�GlIiIOM
3.1 11�SP�CiION
�. �xamine areas and conditions unde� which supports and an�hors are to be
installed. Da not proceed with work until cansatisfactory cor�ditions have been
carrected in manner acceptable to Ins#aller.
3.2 PR�PARAiION
A. �roceed with ir�staE�ation of hangers, supports and anchars only afteP rec�uired
b�ilding structural worEc has been comp{eted in ar�as where the work is to be
installed. CoRect inadequacies including, but na# limit�d to, proper plac�me�t of
inserts, anchors and other building structural attachments. ..
B. P�ior to installatia� of hangers, supparts, anchars and associated wor►t, Installsr
shall meet at praject site with Contracta�, installer of �ach com�onent of
associated wor�t, inspection and tes#ing agency representatives (if any), installe�s
of other work requi�ing coordination with work of thi5 section and
Architectl�ngineer for purpose of re�iewing mat�rial selections and procedures to
be followed in perfarming the wo�t in cam�liance with requirements specifed.
3.3 INSiA��AiION OF BUILDING A1`iACHM�N�S
A. Instali building attac#�ments at required lacations within c�ncrete o� on structural
steel for proper p9ping suppor4. Space attachmenis within maximum pi�ing spar�
length indicated in MSS S�'�69. Instail additional c�ncentrat�d loads, including
�al�es, flanges, guides, str�ain�rs, expansion joints and at changes in dir�ctian of
piping. Install cancret� inserks befor�e concrete is placed; fasten inserk securely to
forms. Where c�ncrete with campressive st�er�gth less than �500 psi is
indicated, install r�infnrcing bars thra�gh opening� at top of inser#s.
3.4 INST►���iION O� bANG�RS AN� SUPPOFtiS
A. General: Instal! har�gers, supports, clamps and attachments to s�pport piping
properly from builcfing structure; comply with MSS S�-fi9. Rrrange for grouping of
parailel runs of horizontal piping to be supported together on trap��e type
hangers where possible. Install supports with maximum spacings complying wiih
C&B 411358.Q� 0.1.DOQ1 � 5144 - 6
September 2002 SupporEs and Anchor�
,�
fNSS SP-69. Where piping of various sizes is to be supporfed together by
trapeze hangers, spaee hangers for smalles# pipe size or install intermediate
supports for smalfer diamet�r pipe. Do not use wire or perforated metal ta
support pipi�g, and do not suppar� piping from other pi�i�g.
B. tnstali hangers and supparts complete with n�cessary inserts, bolts, rods, nuts,
washers and other accessories. Except as otherwise indicated fQr exposed
continuaus pipe runs, �nstall hangers and supports af same type and style as
installed fo� adjacent similar piping.
C. Suppork �re�water piping independently of other piping.
�- D. Preven# electrofysis in suppart of copper tubing by use of hangers and sup�or#s
� which are copper plated, or by other recogr�ized industry me#hods.
�. Provisions fo� Movement:
1. Insta�l hangers and supports to allow contralled movement of piping
systems and to permit freedom of mo�ement between pipe anchors, and
to facilitate action af expansion joints, expansion Eoops, expansion bends
and similar units.
2. �oad.Distribution: Install {�ar�gers and supports so that }�iping live and
dead loading and stresses from movement wiil not be transmitted to
conr�ected equipment.
3. Pipe Slopes: Install hangers and supports to provide indicated pipe
slopes, and so that maximum pipe deflection5 allowed by ANSI B39
Pressure Piping Codes are nat exceeded,
4. insulated Piping: Comply wiih the fallawing installation req�airemen#s.
a. Clamps: Attach clamps, incluciing spacers (if any}, #o piping �with
� clamps projecti�g fhrough insulation; do not exceed pipe stresses
. allowed by ANSI 831.
b. Shietds: W here �ow-compressive�strength insulation oP �apor
barriers are ind'tcated on cold or chilled water piping, install a
section of foam glass pipe insulatian the same thicEtness and
extend a minimum af 6 inches beyond shield,
e. Saddles: Wher� insulation without vapor barri�rs is indicated,
install �rotection saddles.
3.� INS�ALLp,iION O� ANCbORS
A. Ins#all anchors at proper locations to prevent stressed from exceeding thase
permitted by ANS� �31, and #n prevent transfer of loading and stresses to
connected equipment. �
�. �abr'tcate and install anchor by welding steel shapes, ptates and bars ta piping
and ta sfiacture. Camply with ANSI B31 and AW5 sta�dapds.
C. Anchor 5pacings: W here not otherwise 'rndicated, install anchars at ends of
principal pipe-r�ns, at intermediate points in pipe�runs between expansian loops
C8�6 0� 13�8.01 Q.1 A001 1�1 �40 ��
Septemher 200� � 5upports and Rnchors
and be�ds. Make pro�isions fior preset af anchors to accammadate bath
expansion and contraction of piping.
Fc�[•� �M1�1[� ►►�1�►ii���1���7:��
A. �ro�ide cancrete F�ousekeeping bases foP ali floo� mounted equipment fumished
as part of the worEt of Divisian 15. Size bases to extend minimum of 4" beyond
equipment base in any d9rection; and �4" above finished floor eEeva#9on. Construct
af reinforced concrete, roughen �laor slab beneath base for bond, and provide
steel rod anchored between floor and base. Locate anchor bolts using
equE�ment manufactu�e�'s templates. Cf�amfer t�� and edge camers.
B. Pro��de struc#ural steel stands to suppo�r equipment not floor mounted ar hung
from structure. Canstruct of structural steel memberS ar steel pipe and fittings.
Provide factoryofab�icated tank saddles far tanks mounted on steel sta�ds.
3.7 ADJUSTING AiV� CL�AI�ING
A. �langer Adj�stments: Acfjust hangers so as to ciistribUfe loads equafly an
attachments.
B. Support Ad}ustment: Provide grout under s�apports sa as to bring piping and
�quipment to proper level and �levations.
C. Cleaning: Clean factory finished sur�aces. Repair any m�Red ar sc�atched
surtaces with manufacturer's tauch�up paint.
�ND OF� S�CTION
�
C&B 011358.Q10.9.OQ�1 't5140 � 8
September �CiO� Supports and Anch�rs
-�
1'
SECTION 16D40
ELECTFtICAL — C�ENERAL PROVISIONS
PARi 1 GEN�RAL
1.�1 SCOPE dF WOR�i
A. Furnish all labor, materiais and equipment required to instail, test and pro�ide
operatianal electrical syst�ms at the Send�ra Ranch Lift 5tation as specified and as
s4�awn an the �r�wings.
B. ih� work sna11 mclude fumishing, installing ar�d testing the equipment and materials
detai��d in the fioflowing sp�ciftcation Sections:
• 1 1 , +,
1600� -
16110 -
16120 -
18191 -
16�30 -
16E60 -
�iectrical d (�eneraf Provisions
Raceways, �oxes, �ittir�gs and Supports
Wires and Cables (604 Volt Maximum)
Miscellaneaus �quspment
5tar�dby G�nerato�' S�ts
Grounding 5yst�m
C. The war� shail include furnishing and installing the following:
1. Electriea! 5ervice from the Pow�r Company.
2. Telepho�e servic� fram the Teiephone Company.
3. Cot�duit, wire and field co�nectians far all motars, motor cantrollers, control
devices, c�ntral panels �nd el�ctriaal equipment furnished und�r other �ivisior�s.
4. �umish an� inst�ll Iight pal� b�ses.
�. Fu�nish and instali standby gen�rator sets.
1.0� ���AT�D WORK
�4. �xca�ation and backfilling, including g�'avel ar sand b�dding for under�round electricaf
wark is as speci�ed elsewh�re in th�se Specifrcations.
�3. Cast in place cancret� work, including cancrete �ncasements for conduifi duct b�nks,
equipmeni �ads, light pole b�ses and reinforcing steel, is as sk�own an the �rawings
and specified.
�-
1.a3 SIF�MIiiALS
A� Submit shop drawings far e�uipment, mate�iais and ather items fu�nished under
�ivision 16.
C&B 011 �58.010 160�0-1
Zp02 Electrical � Ceneral Pro�isians
B. Shop drawings shail be submitted for the following equipment:
Raceways, Boxes, �'ittings a�d Hangers
2. Wires a�nd Cables
3. Miscellaneous �quipment (as specifisd in Section 16�91)
4. Standby Generators
5. Grounding Hardwar� artd Con�ections
�. Check shop drawings for acc�r�cy and contra�ct r�quirements prior to submittal. Shop
drawings shall be stamped with tl�e date cn�cked and a statement ir�dicating that the
shop drawings confoem #his Section and the Drawings. ihis statement shall afso tis# a11
exceptions to this Svction ar�d th� Drawings. �hop drawings n+ot so chec�Ced and nated
sha11 be returned.
D. Th� Er�gin�er's ch�c�C shali be for canformance with the d�sign concept of th� prnject
and compiianc,� w�t� this Section and the Drawings. �rrors and omissions on appraved
sh�p drawings ��,t reli�v� the Contractor from the responsibifity of providing .
materiais and warkmanship requir�d by this 5�ction and the Drawings. �,
I�. All dimensions shall b� field verified a# the job site and coordinated witf� th� war� of ai! ��`�. �„
ather trades. t; .' s
�,
�� ,
�. Op�ratio� and Maintenanc� �ata �
� �
1. 5ubmit operations a�,d maintenance data for equipment furr�ish�d under this ��-� .`'�-
Division. The manuals shail �e pr��ared specifically for tHis installatia� and shall =� :;���
includ� catalag d�#a shee#s, d�awi�gs, equipm�nt lisfs, descriptio�s, parts lists, ::F��� ;-
etc, to instruct operating and rraintenance perso�nel unfamili�r wit� such ��
�quipment.
�. flAanu�ls shall i�clud� the follawi�g as a minimum:
a. A compr�henside i�dex.
b. A�ompl�t� "As��uilt" set of appPovea sho� drawEr�gs.
c. R complete list of the equipm�nt su�pi��d, includin� seri�l �umber�, ranges
artd pe�inent cl�ta.
d. A ta�ile listing of th� "as left" settings far al! #imi�g eelays and alarm and t�ip set
points.
e. System schematic drawings "�#s��uilt", illus#rating a�! compan�nts, piping and
ei�ctric cannections of th� syst�ms suppiied under this Section. �etailed
point-tn�point wiring diagrams ta includ� termina! f�lac� designatic►r�s and th�
c�� a� � 3�s.o� o � sooa-�
2pp2 Electricai — Genera! Provisions
:J
�
numbers vf individual points for a11 of the fisld-wiring conductors �rovided by
the Contractor. Th� field wiring diagrams shall interface and coordinate with
the individual starter and control panel shop drawir�gs. The Cantractor's "As-
Bu91k" �rawings sha11 inciude a site plan showi�g the entire below grad� conduit
routing, accurately dimensioned from #he various structures in the project. The
- informatian shall b� sufficie�t to easily. determine the locatian of the
underground cond�its in the field.
0
f. Deta��ed service, maintenance and operatian instructions for each iiem
supplied.
g. Spec�al maintenance requirements particular to this system shall be clearly
defined, along with special calibratian and test procedUres.
�
�. The operating instructions shall alsa incarporate a f�Enctional description of the
' entire system, with refer�nces to the systems schematic drawings and
, � instructions.
I� i. Complete parts list with stock numbers, including spare parts.
'�.Q4 ��FER�NCE �TAN�ARDS
A. �lectric equipment, materials and instalEation shall comply with the National �lectrical
Code (N��) and w'sth the latest editian of the fvllowing codes and star�dards:
1. National �lectrical Safety Code �NESC)
2. Occupatianal 5afety and Health Administration (051�R)
+ 3. National Fire Rrotection Rssociatio� (NF�A)
I 4. hlation�l �lect�ica! Manufacturers Associatian (N�RI9A)
��. A�nerican Naiional Standards Institute (AN51) �
fi. IRsulated Cabl� �ngine�rs Association (IC�R)
7. Instrument Saciety of America (ISA}
8, Underwr�ters �abaratories (UL)
9. i�actory Mutual (FM)
�. Where reference is made to on� of the above standards, the revision in effect at th�
time of bid openi�g sf�all apply.
� 1 A5 AR�A CLp►SSI�ICA�ION & �NCLOSU�� �YP�S
R. Unless ot�erwise specifed herein ar shown on th� �rawings, elec#rical enclosures far
the area classifications shall ha�e the follawing N�MA ratings:
C&B 014358.010 160D0-3
�Qfl� Electrical — General Pro�isions
�
C. Unless oti�erwise approved by the Engineer, condUit shown exposed shafl be instaHed
expased; conduit shown concealed shall be installed concealed.
D. Where circuits are shown as "hame-runs" all rr�cessary fittings and boxes shall be
provided for a complete raceway installation.
E. Verify the exact lacatians and rnounting heights af lighting fixtures, switches and �, _
receptacies priar ta installa�tion.
F. �xcept where dimensions are shown, th� locations of �quipment, fi�ctures, autlets and
similar devices shown on the Drawings ar� approximate only. �xact locations shall be
determined by th� Contractor and approved by the �ngin�er during construction.
Obt�in information re{evant tn the p�acing of electrical worlc and in cas� of any
interferenc� wit� other wor�, proc�ed as directec! by the Engineer and furnish all labar
and materials nec�ssary ta complet� th� work in an approved mann��.
G. Circuit layouts ar� not intencfe� ta show the num�er of fittings, or c�ther installatian
d�tails, Furnish afl labor and materials nec�ssary to install and plac� in satisfactory .
op�ration all power, iighting and other electrical systems sh�wn.
i�. iY►e Gor�tractor at hislher own expens�, shafl do redesign of �lec#rical nr mechanical
work, which is required due ta the Contractor's use af an altemate item, arrangement
of �quipment andbr layout other than specifie�f herein. R�design and de#ail�d p�ans
sha�l �e submitted to th� Engineer far appro�al. No additio�al comp�nsatian will be
pro�id�cl far changes in th� wark, either hislh�r awn ar others, caused by such
red�sign.
1.10 Fa�C��b D�AWIAlCS
P�. As the work progresses, legibly record ail fi�ld ��iang�s on � set of Proj�ct Contract
�rawings, her�inafter call�d the "��cord Qrawi�gs".
�. Rec�opd �rawings sNa�l �ccu�ately show the instal�ed condition of tfie following Items:
1. �r�e9lin� �sagram.
2. Conductar� si�es a�� Ganduit flls.
3. P�nel Sc��dule.
4. Co�tral Wiri�g �iagrams.
�. �ighting �ixtur� Sc�edule.
6. Undergraund raceway and ��uting.
�. Cantrof wiring associated with the standby generator and automatic trar�sfer switch.
�. C�r�trol wiri�g associated with the canfrol of t�� pump station. V4�iring diag�ams
shall be as specifi�d in these Contract Documents.
C&B 019358.Oi0 16D00-6
2pp� Electrical — Generaf Pro�isions
.� ;
, _,
.�
�
1.�1 �QUIPM�N`� INTERCONNECTIONS
A. R�view shop drawings of equipment furnished under ather related f]ivisions and
� prepare coorciina#ed wiring in#ercanr�ection diagrams dr wiring tahles. Sul�mit copies af
wiring diagrams or tabl�s witn Recard Drawings.
�. �urnish and install all equipment interconnections.
1.12 MR��RIALS AND �QUl�M�NT
A. Materials and equipment shall �e new, except where specifically idenii�ied on the
�rawings to be re-used.
�. �ilaterial and equipment of ti�� same type sh�fl be the product of one manuf�cturer an�1
shall be UL listed, where a UL iisting exists foP such material or equi�ment.
C. Warrant a!I equipment furnish�d under �ivision 1fi in accordance with these Contract
�aucments. R�fer ta in�ividual �quipmen# sect'rons for additional warranty items.
1.13 �Q111�M�Ni I��NTIFIGA�IDM
A. Identify equipment (disconneat switches, separately maunted motor starters, contral
stations, etc) furnished under Division 16 with the name of tfi�e ec�uipment it serves.
Contro! panels, panel boards, junction or termina! boxes, �traRsf�r switches, etc., shall
ha�e namepiate designations as shown on the Drawings.
B. Namep�ates shall be engraved, laminated plastic, not fess than 111fi-in thic� 6y 314�in
by �-112�in with 3I76-in hig� white letters o� a black bac�Cgraund.
� � C. Namepiates sh�ll be bond�d 4o the enc4osure using an epaxy a� simil�� permanent
water�roof adhesive. iwo-sided foam adhesi�e tape is not �cceptabLe. Where th�
equipment si�e does not have space for mounting a name�late the nameplat� shall be
,_ p�rmanently fast�ned to the adjacer�t mounting surface.
PA�� 2 PRODUCTS (NO� USED)
PARi 3 �X�CUiION
3.01 CUTilNG AN� PAiCWWG
�� �►. Cutting and patching shall be done in a thoroug�ly wot�m�nli�e mann�r and be in
I compliance with modifications and repair to concrete as specified els�where in these
Specifcations. Saw cut the concrete and masonry prior to breakir�g out s�ctiflns.
,�
B. Core drill hol�s in concre#e #loors and walls as r€quired, or pra�id� cast in place
� i sl�eves in new war4� as specified or shown.
�
� C8�B 011356.010 iB�00-7
2pp2 Electrical — Genera! Pro�isians
�i
C.
D.
�.
F.
Install work at such time as to requir� t�e mi�imum amount of cutting and patching.
Da noi cut joists, beams, girders, columns or any other structural members.
Cut opening only large enaugF� ta allow easy installaiian of the conduit.
�'atching to be af the same kind and quality af material as was remo�red.
G. The completed patching war�C sfi�akl restore the surtace to its original app�arance or
better.
3A� INSiALLAiI�N
A. Any war� nat install�d �ccarding ta t�e �rawings and this Section sha�l �e subject to
change as directed by ti�e �ngir��er. ido extra campensation wiil be aoHowed fa� making
tHes� changes.
�. �lectrical equipment shall be p�ot�ct�d at all times against mechanical injury or
damag� by water. El�ctrical equipme�t shall not be stored outdoors. El��tricaf
equipment shall be stored in dry perm�nent shelters. po nat install eEectrical
equipment ir� its p�rman�nt locatian untif struct�ar�s are weather-tigh� If any apparatus
has b�en subject to possible injury by water, it shall be thoraughiy dried oui and t�sted
as dir�cted by the Engineer, or shall b� r�placed at no additional cost at t�e Engineers
discre#ion.
C.
D.
�.
3.03
A.
Equipment that has b��n damag�d s�all be replac�d o�e r�pair�d by tF�� equipment
manufacturer, at th� �r�gin��r's discretio�.
Repaint any d�mag� tn factory applied paEnt flnish using tauch-up paint fumished by
the �quipment manu#actur�r. ihe entire damageri pan�l or section shall be repaint�d,
at no additian�l cost to the Owner.
Continually energi�e equipment space heat�r� prior to installation �nd prio� to
�nergization once the equipment has been installed.
flflARUFAC'iUR�RS S�RV1C�
�rovide manufacturer's s�rvices for testing ar�d sta�t-up af the fallawing equiprnent:
1. Automatic Transf�r Switch
2. Sta�dby Gen��a#or
(1/� days 1 trips minimum)
{1 days 1 trips minimum)
�. �esting and stariu� shall not be cambinec� with training. �estir�g and start�up tim� shall
not be used for manufactur�rs wa��nty repai�s.
C. �ach teip for start-up shall consist of � wor�ing hours per day. �ravel time shall not be
co�sidered as part of th� � hours.
�. �he Contractor shall �rovide the cast of t�sting and start�up for ��ch pi�ce of �
equipm�nt as a separa#e cost. !f all of the trips are not required �or #he project, the
c&s o��3��.o�a �soao-s
zaa2 Electrical — Gen�ral Provisions
�
Owner shall have the opt9an of accepting #he �alue of unused testing and startup in
additior�al spare par�s.
E. �ive (5) separately bound typewritten copies of all test reports and related
manufacturer's data shalf be submitted ta the Engineer. ihe cost of all tes#ing shall be
mcluded in the bid.
3,04 Tf�AIN3NG
A. �rovide manufacturer's services for training of plan# personnel in operation and
maintenance of the equipment furnished under Di�ision 'i�5.
1. �4utomatic Transfer Switch
�. Standby (��neratar
('if2 days 1 trips minimum)
(112 days 1 trsps minimum)
�. Th� Cc�ntractar shall provide the cast of training for each pi�ce af �quipmeni as a
separat� casi. If all o�F the trips are nat r�quired for the project, the Own�r shall hav�
the aption af accepting th� val�e flf unus�d training in additional spare parts.
C. The cost of training programs ta be conducted with Owner's personnel shali be
inclutled in the Contract Price. The training �nd inst�uction, insofiar as practicabie, shali
be direcily related to the syst�m b�ing s�ppli�d.
D. Provid� detailed O&M manuals ta supplem�nt ihe training cours�s. The manuais shal!
include specific de#ails of equipment supplied and operatians specific to the prnject.
�. The Contractar shafl �rovid� the Owner, the qualified factory trained person�el to
perform the trainir�g. �h� train�r's qualifications must be sent with the pra�osed training
sch�dula subject #o the Own�r's acceptance of the trainer. I# the Owner determines that
� the proposed trainer is not qualified, the Cantractar shall submii substitute tramers with
the �espective qualifications for the Owner's acceptance.
i
; 3.05 `i�S�ING
A. iest syst�ms and equipm�nt fumish�d under �ivision 16 �nd repair ar replace a!I
d�fective work. Make adjustments #o the syst�ms and instruc# the Owner's p�rsannel in
the jxoper operation of the systems.
f �. IVialte the test and ch@c�s prior to energi�ing electrical equfpment per 1.fl� %st and
Settings.
C. Mators
At the time �f motor receipt, each motor shall be visua4ly inspected for any
physical damage, and t�sted per the test form includ�d herein.
2. All voltag� mators shall b� pro�ided with adequate Y�eating during storage.
,
I
C&B 01135�.014 '! 6�40-9
x��2 �lectrical — General Provisians
�
3. �efore energizing for machin�, �isually inspec# fo� serviceability. Chec�
manufacturer's instruction manua{ far carrect lubrication and ventilation. V�rify
that proper alignmer�t has been performed. Chec� nameplate for el�ctrical power
requtrements.
4. Test run all motor preferafoly uncoupled o� unlaaded, be�ore plac9ng into regular
service. A checl� on the motor far rotatian, s{�eed, current and temperature rise to
be made and r�sults rec�rded. ihe proper color coding for phase identifcation
shall be maintained. �his may require lead swaps at the mator for proper
� rotation. A matar phase rotat�on m�ter should be used pr�or to cannection at
motor ta prevent fate swaps.
�ND �h S�CTIOF�
c�B o� ��5�.0�0 �sfloo-�a �
2fla2 �I�ctrical— General Provisio�s
�
SEGTION 1B'!10
RACEWAYS, �OXES, FITTINGS AND SUPP�RTS
PAFtT 1 C�N�RAL
1.01 SCOP� OF WORK
A. FurnisF� and instaA complete raceway sys#em� as shown on the Drawings and as
s�ecified herein.
�.a� ���r�� wo��
A. Sectian 16120: Wires and Cables (6DO�VaIt maximum)
�.o� su��ni�a�s
` A. Submit to the Engineer, the manufacturers' names and product designatian or cata4og
numbers of all materials specified.
<<.
�
PARi 2 P;O�UC�S
� . 2.01 NiRT'��IALS
�+ � A. PVC Coated Rigid Ste�l Conduit
' 1. pVC coated rigid st�ei canduit shall ha�e a minimum 0.04Q�in tt�ick, polyvinyl
'�°; chloride coating permanently bond�d to hot-dipped gaivani��c� st�el canduit and
_, ti an interr�af �chemicaily cur�d urethane or enamel �oating. ihe ends af all
coupiings, fittings, etc, sha11 h��� a minimum af ane pip� diame4�r in fength af
� PVC a►►erlap. �VC conduit �nd fittings shall be mar�ufactured by Robroy
lndus#ries; or equal.
�. Rigid Nonmetal�ic Conduit
` 1, �VC conduit shall be rigid poiyvinyi ch4aride schedule 40 as manufactured by
.� Car�on, An Indian Head Co.; i��aloy Praducts Co., Inc.; Highland �las#ics Inc. or
equal. ihinw�ll conduit designated for enc�sed b�arial, as (7'ype ��), is not
� acc�ptabie in any application.
C. �iquidtight Fiexible Met�l Conduit, Couplings ar�d �ittings
1. �iquidtigf�t flexib�� metal ca�duit shall be Sealtite, Typ� UA, manufacture� by tne
Anaconda Metal bose �iv.; An�conda Rmerican Brass Co.; American �lexible
Cor�duit Co., Inc.; Univ�rsa! Metal Hose Co. or equal.
2. �ittings used with iiquidtight f#�xible metal conduit shall be aluminum and of the
screw-in type as manufactured by the Thamas &�etts Co. Pro�ide as
C&B 011358.0'i 0 16110-1
2�p� Raceways, Boxes, Fittings and Sup�orts
L!
manufactured by the Crouse-Hinds Co.; Appletan Electric Co.; F�illar�c Ekectric
Manufacturing Co. or equal.
D. Flexibfe Couplings
Flexible coc�piing� shail be type �CC,�I� as manufactured by the Crouse-I�in�s
Ca.; Appfeton �lectric Ca., Killark EEectric flllanufacturing Co. or equaL ,
�. Boxes and Fi##ings
All switch and outlet boxes shall be cast iron ar cast aEuminum.
2. Rl�MR 4X termina! boxes, junction box�s, pull hoxes and enclasures for
equipm�nt, meters and ci�cuit breakers shall be sh�et 304 stainless steel with
Iockabl� hingeci doors unless otherwise shown an th� �rawings. Boxes shall have
cantinuously weld�d seams and mounting feet. Welds shall be ground smaoth.
�ox�s sM�ll be flanged. Conduit �ntry shall be made us�ng Myers Hubs and shall
not have hoEes or icnflckauts. �ox bodies shall not b� less than 14-gauge meta!
and covers shall not be less than 12-gauge metal. �o��rs shalC be hinged,
provided with ckosec!-cell neopr�n� gaskets, and fastened with q�ick�release
"luggage type" stainl�ss steel clamps. Terminai boxes shall be furnished with
terminal mounting straps and brackets. ierminal blacks shall be ti�ned strapT
screw N�MA type with stainless st€el sc�ews and mouriting hardwar�, not less �
than 20 Amps, 600 Volt. �Qxes sha11 be as manufactured by Fiaffman ��gineering J
Co.; �� Lin� Ca.; ICeyston�/Rees, Inc, ar equal. -
3. All �ttings used with �VC coated canduit shall b� fumished witE� �VC caating
bonded to the metal, the �ame t�icl�ness as used on the ca�t�d st�el conduit. ih�
ends nfi couplin�s and fiftings shall ha�e a minimum of one pipe diameter PVC
o�erlap to co��r threads and provide a seaL 7h� fttings shal! b� coated by th�
sam� mariuf�ctu�e� and with ihe same coa#ing system use� by ti�at manufacturer
on th� cor�duii pr�vided.
4. Cast or malleable iron d�vic� box�s shall �e 7ype ��. All cast �r malleable iron
box�s and fitting�s shall ha�e cadmium-�inc finish with cast co�ers and staihless
st�el screws as manufac#ured �y the Crouse�binds Co. o� e�ual, C���plat�d
screws ar� not �cceptable.
5. Cast aluminum �e�Ice boxes sha�l b� iyp� �'�. Ail cast �I�minum box�s an�
fitti�g� sF��ll b� co�peY #re� alumin�am witF� c�st aluminum ca�ers ar�d sfainless ._.
steel sce�ws as manufactur�d by t�� �Ciilark �lectr�c Ca.; Grous��Hinds Co.; L. �,
A�ason Co. or egu�l. Cad�pl�ted screws ar� not acceptable. �°
6. Ste�l elbaws and couplir�gs shail be hot�dipped galva�i�ed. �Ibows and couplings
us�d with PVC coated canduit shall be fupnfshed with F'VC c�ating bonded t� the
st�el, the same tFiickness as used on ti�� coated ste�l condui#. �"he fittings shall be
coated by the same man�facturer ar�d with th� same coating system used by tha#
manu�actt�rer on the conduit provided. �
ca�B o1�a5s.oia �s��a-2
2002 - Raceways, Boxes, Fiitings and Supports
-1
7. Conduit hubs shall be as manufactured by Myers �lectric �roducts, Inc. or equal.
Where the conduit connecting to the hubs is a PVC-coated cortduit, then the
conduit hubs shaN a�so b� PVC coated. The hubs shall be caated by the same
manufacturer and wiih the same coating systam used by that manufact�rer on the
conduit provided.
�. Conduit wail seals far new concre#� walls below grade shall be O.�./C;e�ney Co.,
iype WSK; Spring City �lectrical Manufacturing Co., �iype W�P or equal.
9. Conciuit wa11 seals far cored hol�s shaH be �yp� CSM� as manufactured by the
O.�.IG��ney Co. or equal.
14, Conduit wall and floor seals far sleeved openings shall be �ype CSNiI as
� manufactUred i�y the O.�.IGedn�y Co. or equal.
' 11. Combination expansion-d�flection fittings embedded in concret� shasl be �ype X�
, as manufactured by the Crouse-Fiinds Co.; O.ZJGedney Ca.; Spring City �lectrical
� iVlfg. Co. or �c�ual.
1�. Com�ination �xpansion-defl�ction fittings installed exposed shall b� Type XJ as
mar�ufactured by Crouse-Hincis Co.; O.Z. C�dnay Co.; 5pring City �I�ctrical 1Vifig.
� Co. or �qual. Where the conduit connecting to the expansion-deflection fttings is a
�'VC�caated canduit, then the expansion-deflectian fittings shail also be PVC
coated. The expansion-deflection fittings shal! be coatec� by the same
' manufaciurer and with the same coating system us�d by that manufacturer on the
conduit provided.
13. �xplosion praa# fittings shall be aluminum as manufaciured by the Crous�-I�inds
Co.; Appleton �lectric Co.; O.�.l�edney Ca. or equal. Where the conduit
connecting to the explosion proof fittings is a PVC�coat�d conduit, then �xpkosion
proflf fittings shal[ also be PVC cvated. The explosion proof fi�tir�gs sh�lf b� coate�l
by the same manufactures and with the same coating systern used by th�t
manufacturer an the condui# p�avid�d.
14. Conduit sealing bushings shall no# be used.
I� �, 15. Wir� m�sh cable grip used io support cabies shall b� stainl�ss steel.
:� 16. �itt�ngs used with Sealtight conduit in a PVC-coat�d canduit system sha[I be steet
� or aluminum PVC�coated by the sam� manufacturer as the PVGcoated c�nduit.
Where seatlight fittings are us�d in a non-coated conduit system they non-coated
., sealtight fittings shall be aluminum.
F. �quipment IIllounting Racks
1. Provide slotted stainless steel channel configured in a doubie channel
arrangement similar to Unistrut P�D00. All assembly, anchoring and mouniing
hardware shail be 316 stainless ste�l.
`
� c&B o��35s.a�a �s��o-�
2002 Raceways, Boxes, Fittir�gs and 5upparts
��
PART 3 EX�CUTIDN
3.01 RAGEWAY APPLICATIONS
A_ Unless exact iacations are shawn on the Drawings, the Contractor shall coordinate the
placement af conduit and related components with other trad�s and existing
instaflations.
B. Several types ofi conduit and fittings have been speci�ed abave that may or may not be
permitted for this project. For this project the types af conduit that shall be used are
limited to #he table below. �he conduit t�pe ins�alied with respect to the location shall
anly b� as foltaws:
Conduit i'ype
1. f�VC Caated �igid G�Ivar�i�ed
Stsei
2. Liquidtight Fiexible Nietal
3. Rigid Non-metaHic, Schedul�
4Q
�ocation
Exposed autdaor areas, ha�ardous
ar�as, ali embedded conduit bends,
and al1 conduit stub�ups to a minimum
af fi" above finished floor or grade.
Ftaceway connection to motors or
�ibrating equipment.
Underground encased in red dyed
reinfo�ced concrete,
C. i�ll conduit and conduit fittings of a•given type shall �e the product of one
manufacturer.
3.0� �OX A��'LICAiIOf�S
A. Unless otherwise herein�#ter specifi�d a� shown on the �rawings, all sh�et ste�l boxes
and enclosures shall be 304 stainless ste�l. -
B. �cpased switct�, rece�t�cl� ancf lighting outlet baxes and co�dulet fittin�s shall be
PVC-coated cast ar mall�able iron o� aluminum.
C. Terminal box�s, junction box�s and pu�l baxes s�all b� N�MA 4X, 304 stainless steel.
3.03 �l�T'I��S A�PLICAT10�dS
A. Combinatian expa�sion�defilection �itti�gs shail be used where canduits cross structure
�xpansian joints, R�fer to Structural Drawir�gs for expansior� joint loeations, ��ovici€
bflnding jumpers a�ound fittings.
�. Conduit wafl s�als shatl be us�d where underground conduits pen�trate walls.
C, Conduit sealing bushings shall be used to seal canduit ends expased io the weather.
p. �xpansian fitting on all �xpas€d canduit risers.
C&B 41135�.0'i 0 161'i 0-4
2�pz Raceways, �axes, Fittings and 5upports
i
� �-
3.04 IMST�ILLATION
A. Conduit smaller than 3/-in electrical trade size shall net be used. No canduit run shall
have mare than th� equirralent of three 9D-degree bends in any one run. Pull boxes
shall be pro�ided as required or directed.
�. No wire shali be pulled until the canduit system is cornplete in all details; in the case of
cancealed work, until a11 raugh �lastering or masonry has been cample#ed; in the cas�
of expased work, until the conduit system has be�n complet�d in e�ery detail.
, C. ih� �nds of al[ �cor�duits s�all be tightly plugged to exclud� d�ast and moistur� during
constructi�r�. Provide s#andard candui# plugs or caps manufactured for that purpose.
' �'ape sF�all r�o# be used ta plug any c�nduit �ven on a temporary basis.
D. Conduit supports, other tha� far und�rground raceways, shall be spaced at int�rvals of
5�eet or less as r�quir�d by the N�C, to abtain �igid canstruction.
E. Single canduits shall be supported by means of �VC-coated ane�hole pipe clamps in
''� combination with on�-screw back plates, to ra3s� canduits from the surface. Surtace
t•
mounted par��l boxes, junction �axes, conduit, etc, shaU be suppo�ed by stainless
steel spacers to provid� a minimum of 1I2-in clearance between wall and eguipme�t.
�. All cor�duits on exposed work sh�ll i�e run at right angles to and parailel with the
surrounding wall and sh�ll conform to the iorm o# the ceiling. No diagonal runs will be
allowed. B�nds in parallel conduit runs sha�l be concentric. All conduit shalf be run
per#ectly straight and true.
G. AI1 eonduit terminating in and enc�osure s�all be term9nated with �VC-coated Myers
type conduit hubs. Sealing type lock nuts are r�ot permitted.
H. A�I conduits shall b� ir�stalied usir�g threaded fittir�gs.
�iquidtight flexibl� metal con�uit shail be us�d for all motop #ePminations, the primary
and secondary af tP�nsformers, generator terminatians and other equipment wher�
vibration is present. All liquid tight fittir�gs shall be �VC-coated. .
J. Flexible cauplings shall �e used in hazardous locations far all motor #erminations and
other equipment where vibration is present. �l�xible cat�pfings shall be pVC-caated.
' I �C. Where conduits pass thraug� openings in wasls or floor slabs, th� remaining openings
� sha11 be sealed agains# th� �assage af ffame and smo�e.
L.. Cor�duit ends exposed to the weather shall be sealed with conduit s�aling bushings.
M. �mergency generatoe saurce and norma! power company so�rce fieeders shall not run
through the same pull box.
N. PVC boxes, conduit fittings, etc, wit� integral hubs shall be solvent welded directly to
, the PVC conduit syst�m. �VC rac�way systems and enclosur�s ar� r�ot acceptabl� far
1 any above graund use.
I C&B 011358.01 D 1611 D-5
20�2 Raceways, Boxes, �ittings and 5�pports
O. Con�uits no�ed as spare shall be ca�ped ar plugged at both ends witFi easily
remo�able fittings. Tape is not acce}�table for conduit plugs.
P. 3116-in polypropylene pull lines shall be installed in all new conduits note� as spares ar
d�signated far future squipment.
Q. AI1 conduit which may under any circumstance contain liquids such as wat�r,
condensation, liquici chemicals, etc, shall b� arranged to drain away from the
equipme�t served. If condui# drainage is nat possible, conduit seals shall be used ta
�lug the co�duits.
R. Junction baxes, pull boxes or termina! cabinets shall be sized in accordance with the
requir�m�nts of N�C,4r�icle 3��. �nclosure dimensions shown an the drawings ar�
mi�imum dim�nsions to provide approximat€ equipment laynuts. ihe Contractor shall
always� me�t th� NEC for �li enclosures provided, and sF�aN provide larger enclosures
where the N�C e�quir�ments so dictate.
S. IIllisceilaneous steel for the support of fixtures, boxes, transformers, starters,
contactors, panels and conduit shall be furnished and installed. hll su�port steel shall
b� 304 stainless, and all support hardware and anchors shalE be 31fi stainless steel.
i. Stainl�ss steel cF�annels, �tat iron and cha�nel iron shall be fumished and instailed #ar -
the sup�or� af all eleckrical �quipm�nt arid devic�s, where required, inciuding aEl ��
anchars, inserts, �aolts, nuts, wash�rs, etc, for � rigid installation.
lJ. The use of running threads is prohibited. Where s�ach threads are necessary, a
3-piece union shaN b� used.
V. RIl exposed conduit threads shali be coated with a rust preventati�e.
W. �VC�caated rigid steel conduits shall be instailed using tvals d�signed for that
pur�ose. l�se only tr�e sirap wrench af the type recomm�nd�d by the PVC coating
manufacturer. Na �liers with t�eth shall be used. Use the jaws pro�ided by th�
manufactur�r for threading operations. bomemad� jaws shall nat b� used, and if �s�d
that conduit will not be acceptable for us�. ihe manufactur�rs'd provide� clamping
jaws wifl lea�e areas where #he c��ting has b�en p�r��tr�ted to th� steel, but no a�ea
of coating has been disturbed beyand tHat Areas witFi sligl�t damage to tE�e coating
shall b� repair€d to th� sam� thickn�s� wit� liquid �VC re�air coating. Spray��n r�pair
systems are u�accept�bl�. Canduits darri�g�d mgre tMan that mad� by t�e
manufactur�e's j�ws wiil b� unacceptable for us�. �h� �ng9neer sFi�ll det��ine vuhat
conduits are accepta�l� �n�i which are not. �amaged conduits that are ins4aEl�d shall
be r�mo�ed and r�place� at no additional eost ta th� Owner, even if conductors Fia�e
bee� instafled and terminated befare t�e damaged areas are discovered.
�Np OF SECiION
C&B 011358.0'f 0 161 � 0-G
2pp2 Raeeways, Boxes, Fittings and Sttpports
r
SECTION 16120
W1RES AN� CA�LES (60Q VOLT MAXIMUM}
PART 1 GEN�RAL
1.01 SCOPE O� WOREt
R. �urnish, install and test afl wire, cab�e and appurtenances as shown on the
;
Drawings and as specifi�d herein.
1.02 Ft�L,Ai�D W�R�
� A. Section 'ifi11D: Raceways, Bax�s, Fittings ar�d Sup�or�s
1.Q3 SU�AflITTA�S
A. Submit sam�les of proposed wire fior approval, when requested. �ach sampie
shall have ti�e si�e, type of insulation and voltage stenciled on the �acket.
�. Approved samples will be sent to the project locati�n for comparison by the
' Resident �ngine�r with the wire actually installed.
�
C. lnstail�d unapproved wire shal! b€ remaved and replaced at no addition�! cast ta
� the Owner.
1.04 D��IV�RY, SiORAC� AfVD �IAN��ING
A. C�r�fully handle a11 conductors #o �void kinks and damage to insulation.
P/�Ri � � PRO�UCiS
' 2A1 G�N�RR�
'� A. Wires and ca�les shall be ofi annealed, 98 perc��t conducti�ity, soft drawn
� � � capper.
�. A!1 co�ductars shall f�e st�an�ed.
° C. All conduciors shall be tinn�d.
� �, �xcep# for cantrol, signal and instrumentation circuits, wire smaller #han No. 12
� rAWC shall r�at be �sed.
2.02 I�UI�DING WIR�
r �. _
A. Wire far lighting, r�ceptacles and other circuits not exceeding 1�0 volks to gra�and
shall be NEC type TbHfVIYFiWN as manufactured by the Okonite Co.; Garol
Cable Co. Inc. West; �irelli Caoble Corp. vr eqc�al.
I C&B 011328.010 16120-1
�Q02 Wires and Cables {600 �oit Maximum
�
�. Wire for circuits ov�r 154 volts to ground shall lae NEC type iHHNITHWN far
si�es �6 AWG and smaller and shall be NEG type XHHW far sizes #4 and larger
as manufactured by the Okanite Co., Carol Cab1e Co. ]nc. West, Pirelli Cable
Corp. or equal.
2.d3 CONY�OL, 5�"ATUS AND ALARM Wlf��
A. ll�r� shall be No.14 AWG NEC typ� iHHN1THWN, s#rar�ded as manufactured by
the Okon�te Co.; Carol Cabl� Co. Inc. West, �'irelli Cable Corp. or equal,
2.04 Y�RMINATION
A.
�.
C.
iermination connectors shall be of the locking fork�end (u{�turned leg ends) type
as manufactur�d by Ideai Indus#ries; 3A1� Ca.; �andu�t Corp, or equal.
Splices shall not be alfowed in any pracess equipment control or power wiring.
Wire n�ts are permitted f+or lighting and r�c�ptacle branch circuits only.
2.05 C�N�3l1C��� AfVD CA�L� TAGS
A. iags relying on a�hesives ar t�ped-on mar�ers are �at acc�ptable.
B. Wire tags shall be heat shrin� type "��ady" ar approvec� equal with th� iag
num��rs typed with an indelihl� marking process. Character si�� shall b� a
minimum of ���' in h€ight. Hand written tags s�all not �e accePtable.
C. Cabl� tags shail b� �ngraved plastic (phenolia) with an ap�roved color coded
b�ck�round (see below) and whit� characters of a minimum charact�r si�� 3116"
in h�ight. Cable tags {bac�ground cQlar) shall be colar coded as follows. Atfach
these tags tQ cables with nylon tie card.
��i�le Yy��
B00 V and I�ss Pow�r & Control
Instrumentation Ca�le
�ata Communicatia�s Cabl�
iag Co�or
��ang�
�I�ck
Blue
D. l"�gging shall b� d�n� in accor�l�nce witi� th� executio� pa�#ion of these
Specificaticans.
2.06 ViIII�E COLQR COD�
A. RII wire shafl be color-cad€� or coded using electrical tap� in si�e� where col�ret�
insul�tion is not av�ifable. Wher� t�pe is used �s the iden�ifcation system, it
sl�all be appli�d in alE junctien haxes, manhnles and other accessible
int�rmediate locatians as weli as at each termination.
�. ihe following coding shall be us�cf:
C&B U1132�.010 ifiZ20-2
2002 -
Wires and Cables (6�0 �olt Maximum
_1
�-.
�
�
Svstem
240/120 Volts
1-Phase, 3-Wire
480Y1277 Voits
3-Phase, 4-Wire
�'ART 3 �X�CU�'ION
3.Q1 G�N�RA�
Wire
Neutral White
�ine 1 Red
�ine � Black
Color
Neutral CraylWhite with one or more
colored stripes
Phase A �rown
Phase � Orar�ge
Phase C Yelfow
A. �a not exceed cable manufactuee�'s recomm�r�dations for maximum pufling
tensions �nd minimum bending radii. Whe�e pullir�g compo�nd issued, use onfy
UL listed compaund compatible with the cable outer jacket and with the racew�y
involved.
�. iight�n a�l screws and termir�a! bolts using torque typ� wr�nches andlar dri�ers
to tighten to the inch-pound requirem�nts of the NEC and U�.
C. Where single canductors a�ci cabl�s in manholes, handholes, vauits, cable trays,
and other indicated kocations are nQt wrapped togeth�r by same other means
such as arc and fireproofing tapes, bundl� throughout th�ir expos�d length all
conductors entering fram �ach conduit with nylon, s�lf�locking, releasable, c�b�e
ties plac�d at intervals not �xce�ding 4 inches an centers.
3.02 G�N�UCiaR �Op V��iS AN� BELOW
A.
�.
�.
�.
Pror►ide canduc4or si�es indic�teci an ��awmgs.
��o�ide crim�-typ� connecta�s to t�rminat� all stranded conductors.
Solder�d mechar�ical joints insula#�d wit� t�pe will no# be acc�pt�ble.
�eovide #ermin�ls and connecta�s acceptabl� for th� type of material used.
�- �. Rrrange wiring ir� cabir�ets, �nd panels, and neatly cut to praper i�ngth, remove
surplus wire, and bridle and secu�e in an acceptabl� manner. Identify all ci�cuits
entering th� cor�trol c��inets i� acco�da�ce with the cond�ctor identification
system specified herein.
F. Cor�trol and inst�umentation wiring shall be terminated with methods consistent
, with te�minals provided, and in accoedanr,� with terminal manufacture�'s
instruution�. Wher� terminals provid�d will accept such lugs, terminate �II cont�ol
ar�d instnfinentation wiring with insulated, locking-fark compression �ugs, ihomas
&�etts S#a-Kon, or equa�l. Wh�re th� terminal blac� manufacturers r,annot
C&� 091328.�10
2Q02
'f 6120-3
Wires and Cables {fi0U volt IWaximum
3, �
pravide terminals that accept farked spade !ug terminals, but car� accept crimp-
on ferules, then the Contractor shaA pro�ide crimp-on ferrules.
G. Attach compression lugs with a tool speci#ically designed for that purpose which
provides a comptete, contrall�d crimp where the t�ol will nat release until the
crimp is complet�. Uses of pliers type crimp tools are no# acceptable.
H. Cap spare conductors and conductors not terminated with the UL list�d shrin"�-on
end caps:
Where conductors pass through holes or over �dges in sheet metal, remo�� all
burrs, chamfer all edges, and install bushings and protect�ve strips of insula#ing
material ta prot�ct tY�e conductors.
J. �or conductors that will be cann�cted i�y ot��rs, pravide at least 8 feet sp�re
conductors in freestanding pan�ls and at 1�ast 2 feet spare in other assemblies.
Pravide additianai conductar length in any par�icular ass�m5ly wher� it is obvious
that mor� conductoe length will b� needed t� r�ach th� t�rminat'ron point.
F�. Wire nuts ar� permitted in br�nch lighting and receptacle cir�uits only.
3.Q3 �I�L� i�STS
A. Gonductars Unc4�� 600 Volts
1. Per€orm insulatian resistanc� testing o# all power circuits belaw 600 volts
witri a 1000-volt Megger.
�. �r�pare a written test r�port of the r�sults ar�d submit t� the Engin�er
prior to finai inspeciian.
3. Minimum acceptable value for insulatian resistance is � megohm. L.awee
values sha�l b� accept��le ar�ly by the �ngine�r andlor Owner's specifiic
written approval.
4. �isconn€ct �quipment th�t �night be damaged by this t�st. P�rform tests
with all oth�r equiprr��nt connected to th� circuit.
�N� 4F S�CiIOiV
CB�� 0'f 1328.410 16120-�4
20p� Wires and Cables (800 volt=Maximum
�
SECTI4N 16191
MISC�LLAN�OUS �QUIPM�NY
PARi 1 G�N�RA�
'1.D1 SCOP� O� WORK
A. I�umis� and install all miscellaneous equipment as shown on the D�awings and as
specified herein.
1.02 EG3UIPM�NT �iS�
A. ihis Sectivn pro�id�s the requirements fo� miscellaneous ec�uipment typically �mp�oyed
in a facility, howeuer, not all components speci�ed in this Section are necessarily
utilf�ed on this project.
9.03 5ll�AAiTTA�S
A. SubmEt to the �ngineer, detailed catalog informatRon or drawings describing ef�ctrical
and phys'ica! cl�aracteristics of al! equipment specifie�.
1.04 R��'�R�A1C� STANDARDS
A. �qui�ment enc�asu�es shaN ha�e R1�f�iA ratings suitable far the locatian i� which they
are instaEleci, as specified in 5ection 18000. '
�A�i 2 pRODUCiS
�.01 COARPON�NTS
A. AJlain and �ranch CiPcuii �eede� ���a�e�s (Non-motor loads)
9. Molded case ci�c�it brea�er�: Th�rnalomagnetic tri� type, G00 Vott. 2 oP 3�ole as
` r�quired, labeled in acc�rrallance wifh U� 4�9. Circuit breakers shall be fully rated ta
,. meet the sp�cified equipmen# shart ciecuii �ati�g.
C. Inst�umentation and Mete�ing
9. �lapsed time hour meters: �ive �igii, non�reset type, with 920 Volt synchronous
motor, Cramer AAod�l 63�1C, o� ap�roved equal. .
n. Cambinatian IlAagnetic MotoP Sta�t��s
1: Motor 5tarters shall b� a combihation mator circuit protecta� anci contracto�, 2 or 3
Pale. single or 3 Phase as required, 60 b�, 600 Volt, magnetically operated, fu[I
vo�tage r�or�-re�e�sing unless otF�ewvise sHown on t�e D�awings. N�MA si�s shall
be as required for ti�e horsepower shown on the Drawings. iViotor circuit protectors
� shall be molded case with adjustable magnetic t�ip anl�r. '�hey sFiall be specificai[y
designed for use with magnetic motor start�rs. Motor circuit protectors shaA be
� C8�� 01735�.D1D 16191-1
i 200� Niiscellaneous �quipment
e
current limi�ing type, with additiona! current limiters if required. Combination motor
starters shall be fu�ly rated for 42,400 Amps RMS symmetrical.
2. Reduced �oltage starters shown shall be au#ot�ansformer type.
3. F'ro�ide the size starters shown to accommodate future IargeP pump�. -�
3. �ach motor starter sF�al! ha�e a 1�O�Volt aperating coil and cantrol power
t�ansfomne�. ihree phase sta�rs shall have three orrerload relays. O�e normally
open and one normafly closed auxiliary contact shali be p�ovided as spares in
additian to cantacts shawn on the Drawings.
4. Over�oad r�says shall be adjustable, ambient compensated and manualiy Peset.]
�. �umish built�in control statians and indicating lights where shown on #he ��awings.
6. Al�A+9A 4X enc�osures shall be stainless steel. fVan�metallic N�t�flA 4X enclosu�es
ar�e nat acc�ptable. �he enclosuees sMall b� sized to accommodate th� pump
manufacturers leak detection and o�er temperature de#ectian relay.
7. �Fie Cont�acto� shall ob#ain the leak detection and aver temp�eatuPe detection relay
from the pump manufactur�r or supp[ier and ship it to the factory for factary
installation. �ield installation of the Pelay is not acceptable.
9, Cambinatian magnetEc motor stariers shall be as man�factured by the 5quare D
Co. or �qual.
Q. �elays and iim�rs
1. Cantro� relays: 3Q0 Volt, industrial eated, plug-in soc�Cet typ�, ho�tsed in a
tr�anspa�ent polycarbonate dust co�er, designe� in accor�lance witFi UL Standard
50� for motor contraIler duty. Cont�nuous cantact wating shall be 10 Am�s resist�ve,
i/4 F�p, at 920 VRC, operating t�mperatu�e minus 10 ta plus �� deg�e�s G. l�elays
�ha�l be Potter &�rvmfield, �LRP Series or �qual with n�on coil in�li�aio� light.
� iim� d�lay relays shalt be 30Q �olt, s�lid stat� type, wi#fti rotary switch t� select th�
�imir�g �ange. �ime�s shal� 6e Square ��y�e JCFt�'0, o� app�ov�d equal.
3. ��as€ failurr� ��lays shall p�otect each tF�e�e p�ase mntnr against phase lAss,
pl�ase b�Fance, �hase r���rsal, high �ol#age, iaw voltage and ra�i� cycling. Relay
s�all be SymCom Moto� Sa�e� Model 2�OA.
�. PIIOt Ci�VICBS
1. �ont�ol ope�atoes: Hearry duty, fuil s�z� (30mm), ailtight, with IV�AI�A /�600 contact
rating. Pro�id� typ�s and quantities as shown on the �rawir�gs. �o� pilot d��ices
installed in h��MA 4X enclosures peo�ide hl�iVlR 4X wated devices 5quare � iyp�
SK o� equal.
2. Indicator lights: �ull size, oil-tight, ��D type, 30 mm, with push�t��#�st feature.
C&B �113��.010 1619�-2
�00� Miscellaneous �quipmer�t
�
�
Provide colors and quantities as shown on the Drawings. �'or indicator instafled iri
N�AIIA 4X enclosures provide N�MA 4X rated deuices Sq�aPe D�'ype SK or equal.
l�. Miscellaneaus Units
1. Surge protection; 60Q Volt, 3 Phase lighting arrestor and surge capacitar, General
��ectric "ir�nquell" Series ar equal.
�. Wireway
1. PJ�MA 4X wireway shal! be 304 s#ainfess steel with gasketec! covers and stainless
steel quick Peleas� luggage type latches.
2. N�MA 4X wi�eway �hall be �u�letin Fy22 as manufact�red by the boffman
�ngineering Co. or equal.
F. Palyethylene Waming Tape
1. Waming tape shall be red polyethylene'film, 6ain minsmum width.
2. Waming tape shali be W.�I. Brady Co., Catalag No. 9'l�96 or equal.
G. �erminal Bloc�s
� 1. i�rminal blocks shall be 600 Volt, channei moun#ed, strap sc�ew type with tinned
� � straps and stainless screws.
2. �e�mir�a! blocks shall be �ulletin 949� as manufactured by the AElen-Bradley Co, oP
equa[.
H. Corrosion Inhibitors
1. Ail equi�ment enclosures, terminal boxes, etc, locatec! in a IV�MA 4X rated a�ea
that cor�iains elect�ical o� elecfronic �quiprnent or terminal st�ips shall be fumished
with an intemally mounted, chemically treated corrasion inhibitor pad.
2. �Fie car�osian inhif�itor pads shall be as manufactured �y Hoffman ��gineering
Co.; 3M or equal.
I. �quipment Mounting 5tands
1. �guipment mounting stands shall be ce�stam fabricated from stainless steel
channel, as shown on the d�awi�gs. A�I maunting hardware including anchors,
bolts, nc�ts, wash�rs shafl be stainless steel.
J. Automatic iransfer Switches (480 Volt App[ications}
1. �ach automatic t�ar�sfer switch shaA b� designed for an emergency and normal
� source ot4�0 Volt, � Phas�, 3 Wir�e, and fiQ Hg. Cur�ent ratings shall be as s#�own
,, on the D�awings. Switch shalf be listed under UL.100�.
' C&B 011358.01 Q 'E 6191-3
� 2Q02 FiAiscellaneous �quipment
�;
2. �he switch shall initiat� #ransfer of the load to the emergency source when any
phase of the norma! source drops below 90 percent of normal voltage. �'he switch
shall #ransfer automatically to the normal source when power is retumed.
3. ihe transfEr switch shaIl be adequately canstructed to carry full rafed current on a
contir�uous �4 ho�r �asis in all appraved enclasures and shall not show excessi�e --
heating or be subject to de-rating. ihe transfer switcfi shall be capable of
withstanding all available system fault currenis wiihout parting of or damage to
cantacts �uring the fauit cleari�g time of the system o�er cu�re�# de�ice.
4. Yhe transfe� switcr shall be electrically aperated and mechanically h�ld. T�e
el�ctrical operator shall be a momentariiy energized, singte�solenoid mechanism.
iV9ain operators shal� include nverdcurrent disconnect de�ices, linear m�tors oP
gears shall nat be acceptabl�. The switch shali be mechanically interlac�ed ta
ensure only twa possible positions, normal ar emergency.
5. ihe swi#ch shall be positively Ivcked and unaffected by mam�ntary o�tages, so that
cantac# pressure is maintair�ed at a constant value and contact temperature rise is
min9mi�ed fa� maximum reliability and ope�ating li�F�.
6. AI! main contacts shall be silve� campositian. Switches rated 600 amperes and
a�o�e shall ha�e s�gmented, blow-en construction for high withstand and close-on ^
capability attd be protected by sepa�ate areing cn�#acts. _
7. fnspection of all c:antacts shall be passible from #he front of the switch witFia�t
disassembly of operat�ng linkages and witho�t disconnect�on af paw�r canductars.
�witches rated 600 amps and F�igher shall have froni remo�abEe and replaceabl�
contaats. All stationa�► ar�� morreable contacts shall be replaceable wit�out
remo�ing powe� canductars andlo€ bus bars.
8. �esigns u�ili�ing companents af moldeddcas� circuit brea3�ers, contactars, or paris
thereof, which a�e not intended for continuaus duty, repetitive switching ar t�ansfers
between cwa activ� power saurces a�e no# accep#a�le.
S. Yh� cor�troll�rs sensing and [ogic ��all be pro�ided by a singl� built�in
microprecess�r fo� m�xi�um r��ia�ility, minimum mai�tenance, and the a�ility to
communicate s�eially tY�rough an o�tionai se�ial cammunicatiar� madul�.
1 Q. All custom�� con�e�tions sF�all �e wi�ed to a common te�ninal block ta simplify
fie{d�wi�i�g conn�ctions.
11. ihe AiS sHall �� rhousRd in a fV�IWA 4X stainless steel enclosu�e and shall have a
d�ad front.
12. All standard and optionai doa� mounted swftch�s and pilot lights shall �e industrial
grad� type or equivalent fo� �asy vi�wing & replacement.
'� 3. A fou� line, �D char�cte� LCD display and keypad shail be an integPal part of the
controlfar for viewing �II avaiiable data and setting desi�ed operr�tional parameters.
Operational par�fn�t��s st�all also be availa�l� to� r►iewing and iimitec4 cnntrol
thraugh the ser�al communications input po�. ihe fol�awing parameters shall only
be adjustable �ia DIP switc#�es an the cantPolle�:
C&� D9135�.010 16'l91-4
�00� Miscellaneous Equipment
�
Q"
a.
b.
c.
d.
Naminal line r�altage and #requency
5ingke or three ghase sensi�g
Operating parameter protectior�
iransfer operating mode eonfiguration
(Open transition, Closed transiiion, ar Delayed transition}
14. Voltage and frequency or� bath the narmal and eme�gency sourc�s {as ndted
be�aw) shall be contine�ously moni#ored, with the foqowing pickup, dropout, a�nd tr�p
setting capa�ilities values shown as % of naminal uNess otherwise specified:
U met��
�' nder vo tage
, DV�� VOIta�B
Under frequency
� Over frequency
; Voltage unbalance
�
Soe�rc�s Droaout I'�ria
!V&�,3� 70 to.9�%
fi�!&�,3cp � 0� to 11 �%
f�&� 8S to 9�°/fl
M&� 90� to 910%
iV&� � to �0%
PickuQ 1 �eset
8� fo '�QQ%
2% below trip
90 to � DO%
2% below trip
1 %a below dropo�rt
15, An adjustable time delay of Q to fi secands shall b� pro�idecf to o�e�id� momentary
normal source autages and delay all transfer and engine starting sigr�als.
Capability shatl be �rovided to exten� tFiis time delay ta 60 minutes by provi�ing an
extemal �4 VDC power supply.
9fi. A time delay sha�l be peavided on twansfer ta emerg�ncy, adjustable from a ta G�
minutes, ior controlled timing of transfer of loads fo emergency.
1 i. �wa time defay mod�s (which are independ�ntly adjustable} s�all be provided on
re�tr�ansf�� to narmal. One time delay shall be for actual nortnal poweP failu��s and
., the other for the test mode functio�n. �he tim� delays sha11 be adjustable f�am 0 to
�- 60 minutes. iime delay shall be automatica[ly bypassed if the emergency source
-t � fails and the no�ma! saurce is acceptabl�.
1�. A time delay shall be provided on shut dowt� of engine generatar for cool down,
; adjustable fram 0 to BO minutes.
'i 9. A three position momentary�type test switch sfiall be provided fo� th� t�st 1
,� automatic 1 reset mod�s. ih� test pasitio� will simulate a r�ormal source failure.
TFie reset position shail bypass tHe time def�ys on either transfe� to em�rgency or
, retransfer to narmal. ��ov�de the automatic switch contact to� remote monitoring.
�
1� � �0. A se# of 9PD� gold�flashe�l contacfs rated i 0 amps� 32 V�C sl�all be pravided for
a low��oltage er�gine start signal. �'�e star� signal shall prcvent dry cwariking of #he
' engine by requiri�g the gene�ator s�t to �each pPoper output, and run for the
. � duration of the cool down setting, pega��ess of wh�th�r the normat sourc� pestoees
befor� the laad is transfe�e�i.
_i � �1. Auxiliary can#acts, rated i0 am�s, ��0 VAC shalr be pro�id�d cons�s#ing of one
contact, closed when the ATS is conr�ected to the normal source and one contact
� closed, when the ATS is connected to the emergency sau�ce. �hese cantacts shall
�' be wirred to the Auto Dialer for r�mote monitoring.
,�
22. 30 mm L�Q indicating lights shalE be pro�'rded; ane to indicate when the AiS is
C&� U1135�.01D 18991-�
�DO� Miscellaneous �quipment
connected to the normal source {green) and one to indicate when the Ai5 is
connected to the emergency source {red).
�3. 30 mm ��D indicating lights shail be pravided and ertergized by cor��t�olier autputs.
ihe lights sh�ll provid� true source availability of the narmal and emergency
sou�ces, as determined by the voltage sensing trip and reset setting� for� each •
source. �
24. Pravide the ability to select "commitl�o commit to transfer� to determin� whether the
foad shouid be transferred to #he emerge�cy ge�eeator if the normal source
restores befoP� the g�nerato� is ��ady to accept the load.
25. An lr��phase moni#or shall iae p�avide� in the cant�oller. ihe monitor shall cantrof
teansf�r so that motor load inrush cuments da not exceed normai starting currents,
and shalt not require extemal conteol af powe� �aurces.
�6. �ngir�e �xepcisew tr�'he cont�oller shall provide an ir�#emal engir�e ex�rcise�. ihe
�ngine exerciser shall allaw the user to program up tQ se��n different exercise
�autines. f�or each routi�e, the user shall �e able to:
a. Enable ar disable the �outine.
b. �nable or disable transfer of the load durir�g routine.
c. Set the start time, .
- time of day '
- day of week
� wee� of rnonth ('lst, 2nd, 3ed, 4t�t, alternnate or every)
ci. Set the duration of the run.
At the �nd of the specified duration th� switch shall transfer the load back to normal
(if this feat�re is enabled) and run the ger�e�ator foP the speci�ed coal down pe�od.
A 1 Q�year life battery that supplies power to th� real time clac�t in the event of a
power loss will maintain all ti�ne and date infopmatian.
2�. Syst�m Status ��'he control�er LC� c�isplay shall incEud� a"System Status" screen,
wFiich s�all be r�eadily accessible f�om any point in !#�e menu. ihts sc�een s�rall
dispiay a cleap d�sc�iptian of ti�� acti�e op�rating sequenc� �nd �wite�i po�#tion.
2�. S�If Diagnostics 4 ih� controller shall contain a diagnastic scr�en for the purpos�
of detecting system errors. iMis screen sFiall provi�e information vn ti�e status
in�ut signals to th� coniroiler whiah �nay be prev�nting (oad transfe� commands
from being complet�d.
29. �ata �ogging — The controller shall hav� the a��lity to log data �nd to maintain the
last 99 ��ents, ev�n in the ev�nt of tata� �ower lass. �h� foliowing e�ents shall be
tim� and date stamped anc� maintaine�l in a non�volatile memory:
a. �vent Logging
9. �ata a�d time and ��:asan far transfer �ormal to emerrgency.
2. C?ata and t�me and r�ason for fransfer emergency ta narmal.
3. Data ancf fime and reason ior engine star#.
4. Data and time engine stoppecl.
C8�� 011358.Q10 � �619�-6
�pp2 Niiscellaneaus �quipment
Q
available.
30. ihe A�S sha11 be rated to elose on and withstand the available RMS symmetricat
sFio� ci�cuit cur�ent at the ATS terminals with the type of overcu�reni protectian
show� on the plans.
31. ihe AiS sHall be UL listed in accoe�ance witFi UL 1008 and be label�d in
acca�ance with t�at standar�l's 1'/z and 3 cycle� long�time ratings. Automatic
tPans#eP switches t�at are nat t�sted and label�d with 1'/Z and 3 cycle (any bpeaker)
ratings and have se�ies, op specifc brea�er ratings only, are not accepta�le.
32. �Fie complete A�S s�all �e #acto�y tested to ensupe p�ape� opePation of the
inc�ividua! camp�nents and correct ove�all sequence af o�eration and to ensure that
the aperafing transfer time, valtag�, frequency and tim� d�lay settings ar�: in
compfiance with the specification requirements.
33. Autamat�c iwartsfe� Switch shall be ASCa. Russelectr�c, or ap��oved equaf.
7. The �ift station Gont�ol Panef shall be provided. Yhe pane� shall be fabhcated in
a UL ce�tified �anel shop. Separate�y moun#ed star�ers, power distribution
parrels, �nd o#her equipment is shown on th� �rawings. The ContwactoP shall
p�ovi�� the equiprrEent specifi�d, and shall install the controf paRel and as shown
on th� Drawings. The Contractor shall make all cor�n�ctians th�reto.
�
K. �ift Station ContPol Panels
5. Da#a and time emergency source available.
6. Data and time emergency source nof available.
Statistical Data
1. Total number of transfers.
�. iotal number af transfers due ta saurce failure.
3. 'iotal number of days cantralisr is energized.
4. iotal n�mber of ho�rs both normal and emergency sources are
2. Cantrol �aneL• �'He control �anel shall be sHall t�e factory wired and t�st�d prio� to
shipment, ihe cont�ol pan�f shall include but not limited ta th€ follawing:
,�
�
a.
b.
c.
�.
�.
f.
C&B D113�8.010
2002
��� valt contPol powe� and surge p�oteciion.
1M�ath�rproof co��enient service receptacle.
Fiigh�level ala�n light shall be a weatF��rp�oof, �apo� tigh#, rec� globe, 100
watt.
Leak detection relays.
Space h�a#er with thermostat.
Autodialer (Iwicrotel 1000 �X o� equiva[ent) with saflw�re.
16191-7
iVlisceAan�ous �quipment
g. M9ltranics HydraRanger Ultraso�ic le�el control �nit with �choMax XPS-15
ultrasonic transducer. Pro�ide the manufacturer's keypad.
h. Intrins9cally safe relays.
3. Miltranics kydro�anger Plus with programmer and hermaticaily sealed �choMax
XPSo1 � transduc�r. Provide sufficient cable (See �rawings) ta connect the
iransducer to tFi� �lydroRanger in th� Pump Control �r�closure. Provide a
cannector to ins#all in the termirrai box to allow for discannection af the t�ansducer
without remavirg the entire run af eable back to the byc�roRanger. F'ro�ide
optional subme�gence shield to allow the �nit to detect th� diif��ence between
s�bmeegence and high level.
4. �nclosu�s: Control panels s�al) conform to N�ii�9A 4X standards and be
constructe�l of 304 stainless steel. �he enct�suee shall be lock�ble a�rd shall
have c�uick�rel�ase luggage type latch�s. �ack-paneis for mounting components
shall be aluminum. I�anels shall b� completely d�ad�front and shal! I�ave na
equipment, pilot lights, push �uttons, or other devices installed in the exteriaY
door. All s�ch compor�ents requi�ed to be panel mounted shal� be installed on an
intemally mounted, hinge�, swing-out aluminum subpaneL � he subpanel sha�l
ha�e captirre screw fastened latches, shall be capable of being opened a full 90
degrees and shall �e grounded. �xterior doors shall be gasketed� padlockable
and equipped with luggag� type latches.
�. Ci�cuit �reakers: Control and accessory circui�s �40 volt and Iess shall be
�rovided with malded cas� c9rcuit b�ea��rs for shart circuit prot�ctian and
�witching.
6. Alarm Lig�t: Alarrmm ligh# shall be a flas�ing strob� �nit, N�IVOA 4X �ated, with �ed
fresne! gleb�. for �se on a'�20 Volts, 60 Hx power supply, and shalt be �enjamir�,
�ede�a! Signal; �dwards Co. ar equal.
i. �eg�nds and Namep�ates: Legen� plates in�icating th� operating function of pilot
d�vie�� (FiOAt �Ufd, R�S�i, etc) sHall be alt�minum witFi blacF� background and
wt�ite lett��in�. Nameplates ir�dicating the controlled de�ice sha11 b� black
lamir�at�d �lasti� 'i!2 ineh wide with '�/4 inch white engra�ed lette�ng.
�lameplates identifying tF�e controf panel and mounted on th� exterior doo� sFia11
be b�ack famihate� plastie 1 ir�ch wide witFi 318 inch wi�ite lette�ing. �,egends shail
be m�chanically attaci�e�1 with tp�e pilot device. Nameplates sF�all be attac��d
wit� stainless steef s�i�ws or �poxy.
8. l.evel Cofltr�l System: ihe level control system shali use a Miltonic�
Hydr��ange� ulkrasvnic level contrnl to control tt�e level in tl�e wet well, an�1
provid� automatic alte�ation of all pumps. S�oul� the #low exee�d #he capacity of
one pump and the fiquid level continues to rise, the system shall st��t the
addiiional pumps. A high water alarm light sFiall aCso be trigger�� at th� level
shown in the drawings. Alarm iight shall be #u�nishec3 with manuak reset. ��ve�s
sFiall be s�t as indicat�c� in th�s� specifrcatior�s and shown on the plans. A 4�20
ma. signaf sHall display the w�t well liquid level an the cor�trol panel dead-fronk,
and pro�ide an input to the Ruto�ialer for remate monitoring. T'he pumps sFiall ��
C&B Q113�$.010 16191-�
�ppa Frlliiscellaneous �quipment
9• �-
capable of eemote manual starting through the dia#er. The ultrasonic sensor foP
each wet well shall be supported with the manufacturer's standard 316 stainless
._ stee! mounting bracket with integral cleaning device and �upplied i�ardware.
9. Contraf panels shall be completely factory assemb�ed and prewired. ihe pump
supplisr shall tharaugi�ly test the contro! panel and le�el control system for peoper
c��perating sequence under alI conditions befare shipment of t�e panel to the job
�it�. Control wiring shali be tinned stranded capper, #'�4 AWG minimum si�e.
Pqwer wiring shal{ be tinned stranded copper,#1 � AWG minim�m. All wiring
'' insulaiion sha11 be type fII�TW. Incoming pawer terminals shall be lug ty�e rated
600 valts minimum. Sepawate bare tinned co�per graund lugs shall be provid��
for in�oming and �ump gro�nd wire. �inn�d strap-screw type terminal strips with
stainless steel sce�ws, shaA be provided and suitat�ly identified for terminatian o#
field wired control circuits. Conirol terminal blacks sf�all 6e rated 300 vol�s
� minimum and shaA p�ovEd� fou� spare, unidentified termir�aks. �xt�maf c4nt�ol
. w�ring te�minaiions shali be made using vinyl-insulat�d, crimp type conn�c#ors,
with spade type lugs. lnter�al Control wi�ing s�rall be labeled at each end with a
� preprin�ed, tube�type o� heat s�rink type wire marker, or shall be color�caded.
, Wiring d�agrams showing control wire numbe�s, or cola� coding and terminal
i�entification shall be included in aperation and mairttenance data.
10. AI� contpal compor�ents us�d shall �e UL �isted. The completed control panel
shall he UL Label�d.
11. �he autodialer shall be a fwic�ote1100D �X series. Yhe autodiale� shall opewate
� with the awner's {U�icrowin software. A backup battery {6 hr) and phone lin�
, suppresso� shafl be supplied. �he dialer shalf have on� t1 } 4�20 ma input
madule, faur (4} digital input modules and two (2)1 iA-volt output modules.
-; � 't2. Infririsicaqy Saf� ��lays
i_
a. Intrinsically s�fe relays shall b� solid state type with v Amp output contacts,
� suitable fo� use on a 120 Valt, 6U bz pnwee supply and shall be FAA approved for
� piiot'de��ces in Class lr �iv�sion 1, GrouA D hazardous atrnosphe�es.
f b. lntrinsically saf� relays shall be Gems Soiid 5tate Safe-Pa� as manufactur�� by
� Gems Sensa�s, Division of �wansamerica Delaval, Inc. a� �qual
� L. Minr�Load Centers
� 1. Mini�load centers sFial� include a main primary b�a�ep, a dry type transformerand circuii
b�ea�Cer type load �enter in a comman N�MA 3R enclosure, suitabEe fop indoa�loutdoor
operation. Mini�load centers shall be Square � Class 7400 Packaged Pow�r Supply,
' Cutler Hammer iV�ini Powe� Cente�, o� appro�ed equal.
�. �VA and voltage ratings shall be as shvwn on #�e ��awiRgs, Rllain primary breake� shall
-° � have an intemapting rati�g of 14kP► at 27714�0 volts and a secondary load center rated at
i 0 EcA at /2�/240 oP 120/20� vofts as showr� on the drawings. Transfo�rn�� soun� levels
� r
� shall ndt exceed the fallowiRg A�ISI and f�EIIAR levels #or self-cooled ratings:
Up to 9 KV�4 4D db
C&� 019358A1p � 16191-9 •
�00� � _ R�iscellaneaus �quipment
10 to 3QKVA 45 db
3. iransformer shall be copper wound,1 '� � c�egrees C rise and epoxy-resin encapsulated.
The core of the transformer shall be graunded to t�e enclosure. Pro�ide iwo (�) 5%
�CBN taps. All interconnecting wiring between the primary brea4�er �nd transfarmar,
secondar3r main breaker and tra�sformer and load center shall be of copp�r and facto�y
installed.
4. �.aad center shali ha�e copper bus, and be complete with all circUit breakers as shown
on the drawings. Breakers shall ha�� an interru�ting rating of 10 kA minimum, and shaEl
be of the plug�an type.
All. �ioat�type �evel Switches
1. �rovid� a�lyght �NN9�'10 float switch, o� acceptable equal.
PART' 3 �K�CUTIOIV
3.0� INS�'ALLAiiON
A. iest ar�d �erify ail conr�ectior�s in accordance with the te�ting parag�aphs of Sectian
16000, and plac� into a�eration. ,
�rv� o� ��c�ion�
C&� A113��A1D 16�91-i0
apD� iViiscellan�aus Eqvipment
�
��
s�c-riotv � 6z�a
STANDBY GEN�RAi�R S�Y
PRR?' 1 GI�N��AL
�.o� sco�� o� wa��
A. �urnish and install standby generator sets and automatic transfer switch and all
appurtenances as shown and herein specified.
�. �he generator size shown on the drawing is a minimum size around which the
!' electrica[ conductors and circuit breakers ha�e been sized. Yhe Con#ractor shail
provide an engine-generator set that meets al1 the peeformance criteria, and shal!
increase #he si�e of the engine generator to meet the speci�ed criteria. If the
� generator size ir�creases, the Contractor shall increase the breakers, conductors,
� and al1 associated equipment (ir�ciuding the automatic transfer switch) to
acoommodate the �arge� ge�e�atar size. All si�ing s�all be in aocordance with the
� R N�C.
C. ihe Contractar shall provide fuel for startup and testing. At the completion of startup
and testing, the Contractor shail fill ihe generator tank.
1.0� R��AAT'�� WORK
�� A. Concrete for equipment pad Es as specified e[sewheee in these Specifications.
�. Aut�matic t�ansfer switch is included in Section 16191.
1.03 Sl���IiI�A�S
A. Su�mit to the Owner, shop drawings and pYoduct da#a, for the �ollowing:
1. Eq�ipmen# outline drawings showing ele�atian and plan �iews, dimensions,
weight, anchor d�tails, and �equi�ed ope�ating cleapanc�s.
2. Co�duit entrance drawings.
�� 3. �roduct data sheets and catalag numbers for the engine, AC generator. 6a#tery
�� charge�, gene�ator set control system, electronic �ovemor system, control
. sfafrons, met�rs, relays, pilot lights, circuit b�eakee, etc, List all options and
, i acce�sories fumished s�ecifically fvr this project.
4. F'rovide control systems �ngineering si�owing intei�wiring and interlacking to
rerrmote mounted devices, control signals, remate aiarms, �tc. Show wi�e and
terrninal numbers. Inc�icate special id�nti�cations for electrical de�ic�s per
drawings.
5. Instruction and ren�wal parts books.
C&� D11358.010 16�30-1 Standby Generator 5et
200�
6. Itemized list af s�are par#s furnished s�eci�calfy for this project, including
quantities, descriptions and part numbers.
1.04 ����R�NCE SiANDARDS
A, I�quipmenk shall conform to the fallowing applicable standards:
1. N�PA 110 for levei 1 systems.
�, OSI�A far rotating parts.
3. N�MA MG1 temperature limifs.
4. U�508
5. CSR282�M19�9
fi. I�C ���� pa�t 4
7. hliil -- �td 461 C p��i 9
8. I�C Std 801.2, 801.3, 801.6
9. IEE�587
10. ASTM ��794-93
11. AS�M d224i�92
'12. UL listing for fuel tanks
'i.U� (�UALI�Y ASSURANC�
A. �he stand�y generator set shall be #�re product af a manufacturer who shall alsa be
tfi�e manufactu�er o# the engine and altema#or supplied.
�. A!I s�ctions of the set shall have a U� la�el whe�e an applicable standard exists.
1.06 ���RA�INC� AND MMA„[MT�NANCE MANUA�S
A. Operating and mair�tenance manuals shall be fumished in accordance with Sectior�
160Q0.
�. The manuals sha�l be bound and shall also include:
1. A�tomatic and manual sta�tup and shutdown sequences.
1.Q7 f�3ANU�A�iU��RS
A. The standby generator set shall be manufactured by �enerac, Onan, �Lohler or
approved e�ual.
1.D� SPAR� �A►FtiS
A. �rovide the following s���e par#s in khe quantities specified:
1. � ai� cleaner elements of each #ype.
2. Z Fuses of each type.
3. � Radia#ar hoses of each type.
C&� 0113�8.01 p
20(32
16230-�
Standby Gene�atar Set
-3
�.
4. 2 Fuel iilters af each type.
._ 5. 2 �il filters af each type.
6. 2 Belts af each type.
PAFtT 2 PR�DUCTS
2A1 RA�1NG
A. Voltage: 480 �alts, 3 pi�ase, 4 wire, and 64Hz.
;;� �. �ower: 5tandby, minimum si�e as shown on the Drawings, at 0.8 �'�, based on si#e
� elevation of 100D feet and ambient temperatures up to 50 degrees C.
- - 2.0� ����ORNI�4NC�
A. Voltage Regulatiorr: Voltage regulation shall be plus or minus D.� percent for any
,, constant laad hetween no foad and rated load far both parallel and non-garallel
� appticatiar�s. �andom voltage variatior� with any s#eady load from no load to full load
shall not exc�ed plus or minus 0.� �ercent.
�. �requency �egulatian; ��equency regulation shall be �sachronous from steady state
no #oad to steady s#ate rated load. Random frequency variaiion with any steady load
from na IQad to full load shall not exceed plus or min�s 0.�5%.
;, C. �oad Pick Up: The diesel er�gine�g�nerator set shall b� capa�le of picking up the
kaads at each site �n the steps shown, with star�ing and running �oliage dips not
exceeding � 5% and frequency variation not more t[�an �/- �°/fl. 'Yhe pres�r�t pum�
�� , size is �5 hp and will he started across the iine. ihe future pump si�e wil[ be 90-hp
and wi11 be started with a soft starter. ihe diesel engine-generator set shall be sized
, to accommadate th� future 90�hp. pump starting with a soft s#ar#er and shal! be able
to start and run the ���hp motor across the line. The engine�g�ne�atoP set shall be
'' sized on the condition that p�esents the most steingent conditions. Contractor shall
,„ submit calculatioros s#�owing both situations to verify gen��ata� si�ing is coITect.
� Step 1. IVliniload Center {'I a kVA or as shown) and �/�hg Odor Control Moto�
, 5tep 2. First pump (present ���hp across the fine ar�d future 90-hp soft starter.)
� �NGIIV�
' A. General: ihe engin� shall be di�sel, 4 cycle, radiator an� fa� cooled, with 6
; cylinders. The horsepower rating of the engine at its minimum tole�ance le�el shall
be sufficie�t to drive the alternator and all cpnnecte�l accessories. iwo cyc�e
- engines are not acceptable. �ngine accessori�s and features shall include:
� 1. �overnar System: �►n electronic govemo� system shall provide autama#ic
isochronous frequency �eg�lation.
2. Radiator and Coo(ing �ystem: S�id�maunted radiator and cooling system rated
for full toad operation in '!�� c�egrees F(�0 degrees C� ambient as measured at
C&� 011358.0#0 - 16230-3 Standby Generator Set
2002 •
the generator air inlet. l�adiator shall be provided with a du�t adapter flange.
The equipment suppGer shal! fill the coo{i�g system with 50150-ethylene
glycollwater mixture. Rotating parts shall be guarded against accidental contact
per OSHA requirements.
3. Electric 5ystem: An efectric starter(s) capable of #hre� complete cranking cycles �-�
without overheating.
4. �ubricatian OEI Pump: Positive displacement, mechanica�, full pressure,
lubrication oil pump.
5. �il �ilters: Full #low lubrica#ion oil filters with replaceable spin�on canister
elements anc! dipstick oil ie�e) indicator. .
6. Fuel Pumps: �n engine driven, mechanical, positi�e displacem�nt fuef pump.
�ue! filter wiih replaceable spir�••on canister element.
�'. Air cleaner: Replac�able dry element ai� cleaner with restrictiofl indicator.
8. Fuel �ines: �lexible supply ar�d return fuel lines.
9. �attery Charging Altetnator: �ngine mounted battery charging altemator, 45- -
ampere minimum, and solid�state voitage �egulator. "
�.03 RC C�NERAT�R
A. Ceneral: ihe AC gene�ator s�all be; synchronous, four pole, 213 piich, revoiving
feld, drip-�roaf construction, singl� pre-lubricated sealed bearing, air cooled by a
direct drive cent�ifugal blower fan, ar�d directly connected to the engin€ with flexible
drive disc. All insulatian system components shall meet N�MA MG1 temperature
limits for �lass i� insula#ion system. Actual temperature rise measured by r�sistance
methad at full load shal! not �xceed 12� degrees Centigrade over a�O�degree
Gentigrac4e ambien#. .
�. F�owe�: `The generator shall �e capabl� of d�livering rated output (kVA} at rated
frequency and power facta�, at any �oltag� not mo�e than � p�rcent a�ave p� b�law
�ated voEtage.
�. �xcitation: A permanent magRet generator {Pi1�G) shall �� inc4ud�d to pro�ide a
reliabl� so�rce af excitation paw�r for optimum m�to� starting and short ciecuit
performance. The PMG and controls shall b� capable of sustain9ng and reguiating
ctirrent suppli�d to a single phase o� th�ee p#�ase fault at �p�roximately 340°/a of
rated current for not more #han 10 s€conds
2.04 COMTRO�
A. C�e�eral: ih� generato� set shall be p�ovided with a microprac�ssor�based con#�ol
system that is designed to p�ovide automat9c star#ing, monitoring, and cantrol
functions for the ger�eratar set. ihe control system shall alsa be designed to allow
loca� monitoring and contro! of th� generator set, and remote manitoring and contro4
as described in this specification.
C&� 01135�.010 16�3Q�4 Standby �enerator Set
�Otl�
�
�" I
�
E�. Mounting: �he contral shall be mounted on the generator set. The cantrol shall be
,. vibration isolated and prototype tested to verify the durability of all components in the
system under the vibration conditions encounter�d.
C. 5tandar�s: ihe cnn#rol si�ail be �1��08 list�d, CSA282-M1989 certified, and meet
(EC8528 part 4. Ali switches lamps and meters shall be oil�tight and dust-tight, and
the enclosure door shall be gasketed. ihere shall be no expased points in the
control (with the d�or open) that operate in excess of �0 �olts. T'he controls shaFl
'' meet or �xceed the requirements af Mil-Std 461C part 9, and I�C Std 80'5.2, 801.3,
, and �09.b for susceptibility, conducted, and radiated electromagnetic emissions.
The ent�re control shall be test�d and meet the reqUirements of I�E�587 fo� voltage
,;� surge res�stance.
�
D. �eatures
1. Mode Selsct Swiich: ihe mode select switch shaN initiat� the following control
modes. When in the RUN or Manual position the generator set shall start, ar�d
accelerate to rated speed and �oltage as directed by the ope�ataP. In the O��
position the generator set shall immediately stop, bypassing all fim� r�elays. In
ihe AUTO position the generator set shatl be ready to accept a signal from a
remote deviee #a start and accelerate to ratec4 speed and voltage. A dry contrac#
shall be pro�ided to indicate auto position of the selectoP switch.
�. �mergency S#op Switch: Switch shall be Red "mushroom-head" push-button. A
protective cover shall be pro�ided to prevent accidanial op�ration. �epressing
the emergency stop switch shall cause the gene�ator set to immediately shut
dawn, and be locked o�t from automatic restarting.
3. Reset Switch: The R�S� switch shali be used to clear a fault and allow
�estarting the generator set after it has shut down far any fault conditioR.
' 4. Panel �amp Switch: �epressing the pan�l lamp switc� shall ca�se the entire
`° panel to �e lighted with �C control power. 7�ie panel lamps shall automatically
h� switcl�ed off 'I 0 minutes aft�r #he switch is depressed, or after th� switch is
� ; depressed a second time.
�. Fanafog Qutp�t Metering: ihe generator set shall be provided with a m�te�ng set
including the foElowing fea#ures and fur�c�ions: �nalog voltm�t�r, ammeter,
fr�ue�cy meter, and kslowatt (�tW) m�ter. Voltmeter and ammet�r sFiall display
ali t�Pee phases. Ammeter and �W meter scales shall be colar coded in the
following fashion: readings from 0-90% of gene�ator �et stand5y rating. g�een;
readings from 90�10D% oi standby �ating: amb�r; readings in excess of 100%:
red.
�I
; 6. �igitaf IlAeter�ng Set: Digital metering set, 0.�% acc�racy, to indicate generataP
F�MS voltage arid current, frequency, output current, o�ttput kW, kW�hours, and
power factar. L�enerator aut�ut voltage shall be available in line�ta�line and
� line�to-neutral �o[tages, and shall display alI three-phase voltages {fine to neuiral
ar line to line) simultaneously.
�
" C&� 01135�.0'i0 16230-5 Standby Cenerator Set
. 2002
7. Generator Se# alarm Display: �"he generator set s�all b� pro�ided with alarm and
status indicating lamps to irtdicate non-automatic generator status, and existing
alarm and shutdown conditions. ihe lamps shall be high�intensity LED type.
The lamp condition shall be clearly apparent under bright��roam lighting
conditians. The g�neratar set control shall indicate the existe�ce of the follawing
alarm and shutdown conditions or� a digital display Qanel: �"
�ow oil pressure {alarm}
Lc�w oil pressure (shutdawn}
Oil pressure sender failur� (alarm}
�ow caolant temperature {alarm}
High coolant temperature {alarm)
High coalant temperature (shutdown}
�ngi�e #ernpepatu�e sender failure (alarm)
�.ow coalant I�vel (alarm or shutdvwn��selectable)
�ail to c�ank (shutdown}
Over crank (shutdown)
Over speed {shutdown)
Low DC vo�tage {alarm}
�ligh DC �oltage (alarm)
Weak battery (alann)
Low fuel�day tank (alarm)
bigh AC voltage (shu#down)
�ow AC voltage (shutdown)
Ur�dec frequency (shutdown)
Dve� cuerent (waming)
O�er cUrr�nt (shutdown)
Short circuit (shutdown}
Over load (alarm)
Emergency stop {shutdown} .
�uel leak {alarm)
�. Special �larm or Shutdown Gonditions: �rovisions shall be mad� for indication of
two ac�di#ianal alarm or shutdawn condit�ons. Labelir�g of the al�rm or sFiutdown
candiiians shall be of the same type ar�d quality as t�e a�ove�specified
conditions
9. �ngine Status Nionitoring: T'he following information shall be availa6le frorn a
digi#al status panel on the generator set contro3a
�ngin� oil pressu�� (psi. or k�'A.)
�ngine coolant temperature {degrees F or C}
�r�gine oil temperature (degr��s F or C)
�ngine speed (rpmi
Number of hours af operatian (hours)
Numbe� of sta�t aitempts
�att�ryr valtage {DC �oltsj
'�he control system shall also incorparate a data lagg9ng and display p�avision to
allow logging of the last 10 warning or shut�owm indications on th� generator set,
C&� 411358A1D 16234-6 Standby Gene�atar Se#
�OQ�
��
as well as total time of operation at various loads, as a percent af the standby
rating af tt�e generator set.
2.D� CONTRO� �UNC�I(3NS
P►. Cycle Cran�Cing System: ihe cont�o[ system provided shalf include a cycle c�anking
system, whic� allows for user select�d crank time, rest time, and # of cycles. Initial
settings shall be for 3 cranking periods of 15 seconds each, wifh 'I�-secor�d rest
periad be#ween cranking periods.
B. fdle AAode ControL• The control system shall inelude an idle mode cantr�l, which
allows the engine to run in idle mode in ihe RUN pasition only. �n this mode, the
altemat�r excitation system shall be disaF�fed.
G. Engine Governo� Control: ��e control system shall incluc�e an engine governoe
� control, which functions to provide steady state frequency �egulation as npted
elsewhere in this specification. The gavernor control shall include adjustments fo�
gain, damping, and a ramping function to control engine speed and limit exha�st
� smo�e while the unit is starting. �he gove��or control shall be s�itable for use ir�
paralieling applicati�Rs without compon�nt char�ges.
D. Time Delay Start: ihe control system shal[ include time delay siart (adjustable 0�300
seccmds) and time delay stop (adjustable 0-600 secor�ds) functions.
�. Sender Failure Monitoring: �he controf sys#em shall include sender faifure monitoring
logic for speed sensing, oil pressure, and engine temperature which is capable of
discriminating befinreen failed sender or wiring compon�n#s, and an actual failu�e
conditions.
2.06 A�l"�RNATOR CONiFtO� �UNCifOIVS
A.. �igital �roltage l�egulation: The generator set shall include ar� automatic �igital
voltage regulation system that is matched an� prototype tested wiih the goveming
system pro�i�e�. It shall he immune f�vm misoperation due to load-induced voltage
wavefaPm �istortion and provide a pufse wid#h mc�lulated out�ut to the alterr�ato�
exciter. The voltage regulation system shall be equipped with th�ee�phase RM�
sensing and shal[ cont�ol f�uifdup of AC generator voltage to pro�ide a finear rise ar�d
4imit o�ershoot. ih� system shall include a torque-matching chara�te�istic� which
shall reduce outp�t �ottage in pro�or#ion to frequency below a threshald of [����9]
�I�. ihe �oltage �egutator shall include adjustments for gain, damping, and
frequency eoll�off. A�justm�nts shall b� beoad range, and made via digital raise�
lower switches, with an alpha�numeric L�D �eadaut to ind�ca#e setting level.
�. Output Current: Controls shall be provided to monitor th� output current of the
ger�erator set and i�itia#e an alarm when load cur�ent exceeds 110% of #�e rated
cu�rent of th� generator set on any phase far more than f0 seconds. ihe cantrols
shalf shut down and toc4� out the generator set when output cur�ent lev�l app�oaches
the thermal damage point of the altemator.
C. �utput Pawer: Controls shall be provided to monikor #he kW load on the generator
set, and initiate an alarm cor�dition when total load on the gen�ratv� set exceeds the
C&B a113�8.070 16�30�i Standby �enerator 5e#
20Q�
generator set rating for in excess of � seconds. Controls shall include a load-shed
controi, to operate a set af c4ry contacts (for use in shedding customer load devices)
when the generatar set is overloaded.
D. Overlunder Voltage Monitor. Ar� AC over/under voltage monitaring system that
responds only to true �MS voltage conditians shali be provided. The system shail
ir�itiat� s��tdown of the generator set when altemator output voltage exceeds 11 Q%
o� the operatar-set voltage le�el for more than 10 seconds, or with no inter�tional
deiay when voltage �xceeds 130%. Under �oltage shutdown shall occur whe� the
o�tput voltage of the altemata� is less th�n 85% #or more than '{ 0 seconds.
�. Battery Monitoring System: A batt�r� monitoring system shall be pro�idecf which
initiates alarms wh�n tf�� �C contrnl and starting vo#iag� is less than 25VDC or more
than 32 V�C. During engine starting, #he Iow voltage limit shall be disabled, and if
�C voltage drops to less than 14.4 volts for more than twa seconds a"weak battery"
alarm shall be initiated.
2.07 CDIViRO� INY�RrAC�S �O�i i��MO'T� PVIONIiORING
A. General: All control and interconn�ction points fram the generator set to remote
components shall be brought to a separa#e connectian box. Na �eld connections
shall be made in the cont�ol enclasure o� in the AC pawe� output enclasu�e. �rovide
th� following features in the control system:
�. A�arm or Si�utdown: �arm "C" dry common a�arm cantact set rated 2,A � 30VDC to
�ndicate existence of any alarm or sFiutdown condition on the generatae set.
C. Cenerator set on: One se# of cantacts rated 2A Q 30VDC to indicate ger�erator set is
ready �o load. ihe cor�tacts shall operate when voltage and frequency ace greate�
than 90% of rated candition.
�. �ower Supply Circuit ��witched; A fused 10 amp switched 24V��pow�� supply
circuit shall be provided for cus#omer use. DC power shall be a�ailable irom this
circuit wFieneve� the gene�ator set is running.
E. Power Supply Circuit � Contin�ous: A fus�d 20 amp 24VDC power supply ci�cuit
s�all be pro�idec3 fo� customer use. �C power shall be available f�em tnis ci�cuit at
all times from the engine star�inglcont�o� batter�es.
F. Foliowing alarms and status shall b� mor�itored by th� dialer.
1. Common �au�t
2.48 �ASE
A. �he engirte�gen�rator set shail �� mounted or� a heavy�duty ste�l base to maintain
alignment betw��n components. The bas� s�all incorporate a batter�+ tray with hold-
dow� clamps within the ra�ls.
2.09 AUXI�iARY �QUI�M�hI�' RN� AGC�S�0�1�5
C&� 0113��.010 16�30�� Standby Generator Set
�ooz
A. Caalant Heater. �ngine mounted, thermostatically controllec�, coolant hea�erts) fo�-
each engine. Heater voltage shall be 240V, 1�hase. �he coolan# heater shall be
installed on the engine with silicone hQse connections. Steel tubing shal! be used for
connections i�ta the engine coolant systern where�er the length of pipe run excaeds
12 inches, ihe cooiant �eater instalIation shafl be specificafly designed to provide
proper venting of the system. 7'he coolant heaters shal� be installed using quick
disconnect couplers to isoIate the heater for replacement of the heater element. The
quick disconnectlautomatic sealing couplers shall allow the heater element to be
r�placed without draining th� �ngine ca�lirrg system or significant coolant loss. The
coolant heater shall be provided with a thermostat, install�d af the engine thermostat
housing. An AC power conneciion box shall be provided for a single AC power
eonnection to tt�e caalant heater system. ihe co�la�nt heater(s) shafl be sized as
recammend�d by th� engine man�factu�er to wapm the �ngine ta a min�mum of 1 DOI�
{4UC) in a 40F ambient, in compliance with Nk�PA110 requirements.
� �. Furnish and install lube oil heaterrs� power io the heater sha�l be at 1�UV, 1 phase.
C. Vibration Isolators: Vibration isolata�s, spri�glpad type, and quan#ity as
� �er.ammended by the generator set manufacturer.
' �. Starting and Control Batteries: Starting battery bani�, calciumllead antimony fyp�, 24
. volt �G, sized as recommended by the generator set manufactu�er, shall be supplied
for each gen�rator set with battery cables and cor�nectors.
E. Exhaust Silencer: �xhaust muffler(s} shall iae pro�ic4ed fop each engine, size and type
' as recommended by the generato� set manufacturer. The mufflers shalf be critical
� grade. �xhaust system shall be installed acoarding to the generator set
manufacturers Pecommendations and appiicable codes and standards.
2.10 �P�'T���Y CH�4RC�R
I A. A U� Iisted/CSA certified 't0-amp voltage reg�lated �attery charger shall be p��vided
in the engine-�enerator set enciosure. Input AC voltage and �C output voltage shall
be as requi�ed. Chargers shali be equipped with float, taper ar�d equalixe cha�ge
settings. Operatianal monito�s shall peovide �i�uai output akang with individual fo�rn
C oontacts rated at 4 amps, 'i�0 VAC, 30VD� fo� �em�te indication of:
�oss of AC power � red iight
l I Low battety �oltage � red fight
High �attery voltag� � red light
. Powe� C?N � green light (no relay contact)
� Analog DC �oltmeter and ammeter, 1� hoc�r ec�ualize charge timer, AC and �C
� fuses shal� also be provided o� the charge�.
2.� i OUTC�00� W�R�Fi��— ��O��C�1V� bOUSING, �OUND ATTE�IUAiEp �'Y��
A. Outdoor Weather�Protective Ffousing
Generator set housing shall be pra�ided factory�assembled to gene�ato� set base
and radiato� cawling, and shall be of the sound�atten�tated type. F�ousing shall
provide ample airflaw fnr generato� set ope�ation at rated loa� in the ambient
conditions previously specified. ihe housing shall hav� hinged side�access doors
C&� 0 i 1358.01 D � fi�30-9 Standby �enerator Set
2002
and rear control �aor. All doors shall be kockabie. All sheet metal shall be primed fior
corrosior� pratection and finish painted with the manufacturers sta�dard colar using a
two step electra-coating paint process, or e�ual meeting the pertormance
requiremer�ts specifi�d below. A11 surfaces of al! metal {�arks shall be �primed and
painted. Yhe painting {�rocess shali resuft in a caating, which meets the following
requirements:
Primer thickness: O.v�2.0 mils. �op coat tnic�r�ess, 0.8-1.2 mils.
Gloss, per. ASTM D5�3�89, 80°!o plus or minus �%. GCoss reten#ion- after one year
shalr exceed 50%.
Crosshatch a�h�sion, per AS�M �33�9�93, 4B-��.
Impact resistance, perAS�M �2i94�93, 1�0�180 incFt�pvunds.
5ait Spray: per AS�M �11 ��90, 1000¢ i�o�rs.
bumidity: pe� ASiN9 �2�4i-9�, 1000+ haurs.
Water Saak: p�r ASiM D��4��92, 1000+ hours.
�aintin� of hases, hose clamps, wiring harnesses, an� other non�m�tall9c service
p�rts shall not be acceptable, Fasteners used s�all be corrosion resistant, and
designed to m�nimi�e mar�ing of the pairited surFace when rema�ed for normal
instal}ation ar service work.
�. �ound Att�nuatian
Fiousing shal! be saun� attenuating type, producing a noise I�vel not greater than �'S
d�a at i meters. �
�.1� �U�� Si0�4�� iAP1Ft
A. �rovide a dual-waN sub�base fuel storage tan�C. �he tank �hall be sized to provide 24
hou�s usable �capacity at 10D% laad. �he tank shall be constructed of corrosion
resistant steel and shall be UL Itsted. ihe equipmer�t, as installed, shall m��t all
local and regional �equirements for abo�e graund tan�s. Provide the fuel #ank with a
low fusl level switch and a leak detector. ihe fuel tank shal� be constructed #o place
th� fi�l spout on the geneeatar �nd so to faciiitate ac�ss f�am�the gen��ator
�r�closu�e entry doa� as shown on the Plans. .
2.13 UI�F7AT10N E�O�A���S
A. �umish and install sprir�g typ� vibratior�o isolators befween th� su6 — base tank and
the gene�ator s�t. A minimum of six (6) isalators shall �e used, peape�ly sized for th�
generatar set supplied. ___S
�.�4 C1RClJl� ���4K�R
A. Fumish and install a gen�rator mounted mo�ded cas� circuit brea�er of th� rating
and sixe as indicated on the drawing. ihe ci�cuit breaker shall meet the specification
in Sectian 16191. The circuit �reaker shall be rated at 4� Iv41C.
PR�� 3 �X�CUTION
3.Q1 C04R�INAiION
A. Coo�dir�ate with other #rades, eqUipment and systems to the fu{lest e�ctent possibl�.
C&� 0193��.010 - 16�30-10 �tandby Generator Set
2002 '
�'
3A2 INSiALLAiIOIV
A. �rovide services of a qualified fiefd representative to check the ir�stallation of tl�e
generator unii to ensure a proper installation.
L�. Install the generator set with sub — base fuel tank or� the conc�ete pad as shown on
the cirawings. Install the vibro�isolators between the sub — base fuel tan� and the
generator set. Installation shall be in accordance wiih the manufacturer's
recommendations. �
3.03 �QUI�'NN��NT SiAR�-UP
A. 8peeate unit to demonstrate a�ility to operate cvn#ir�uausly witho�t �ibration,
jamming, feakage or overheating and to pertonm specified functions, after installation
and after manufacture�'s repr�sentative check of installed equipmeni.
�. Comply with manufacture�s operating and maintenar�ce instructians during start-up
and operation.
C. �romptly co�ec# improper instatlation of equipment.
�. Cooperate wit� supplie� of equipment at time of start-up and in making ofi a11 fi�al
adjustments necessary to place equipment in satisfac#ory wor{cing order. Start�up
shall not commenc� without the presence of the ma�ufacturer"s representative.
3.04 �I�L� ��5�
A. Upoh completion of th� instaElation and as soan as conditio�s pePmit, the emergency
_t f, power supply system incfuding the engine dri�en generator, electrical circ�its,
controls, transfie� switch and ather deviees shall be #ested in the p�eser�ce of the
� �ngineer t�y the Contractor and the service representative for the manufacturer af
th� engine driven generator unit to assure that the sys#em functions as specified.
'!. Prio� to scheduling the test, notify the Engin�er in writing that all re�ui�ments
and pro�isions oi the Contract �ocuments have been fulfilled, that all apparatus
shall be c3ean, properly adjUsted and ready for operatio� and that the instruc�ion
N9anuafs, pa�s �ists and record drawings d��c�ibed in �a�ageaph i.D3 above,
ha�e been s�bmitted.
�. Yhe manufactu�ers' ��presentatives shall make sUch changes in v+►�ring a�
� I con��ctions and such a�justments, repairs or repEacem�r�ts nec�ssary to ma�Ce
, the ci�cuit, devioe or contral system function as specified and otherwise comply
wifh the Con#�act �ocuments.
�; ' B. l"he test shall consist of a pump — down sequence test af each of t[�e two pum�s with
the mini-pawer center and odor control loads energized. Run through at least #wo
, pump down sequences using each pump, one at a time.
C. As part of the field #est, each of the automatic shutdown de�ices shall be tested and
the respecti�e val�es recorded at which the devices will stop the engine. Ar�y
C&� 0113��.q10 16�30�11 - 5tandby Gen�ratpP Set
2D02
adjustments required shall be made in the devices ta make the operating values
correspond to those recommended by the engine manufacturer and as recorded
during the stop test.
D. After the two hour test has been campleted, additional testing sha11 be performed to
demanstrate the emergency power supply system's abifity to mee# the automaiic
starting, load transier and matar starting requirements as specified under Paragraph
1.D6C above.
�. Piping shall be tested in strict accordanc� with the martufactur�rs testing
requirements. Far each doubie wall fuel oil line entering the �uildi�g, provide a
pressure tes# port with threaded pfug in the dcauble wall piping terminatian fitting.
Pipi�g shall �e subjected to an air test af 10 psig maximum,
F. If the eme�gency pawer su�ply system fails ta fulfill the pertarmance requirements of
this specification, corrective action shall be taken and the system retested to assure
full campliance. Alf expenses associated with the freid tests, including any cor�ective
actian, shall be bome to the Contractor.
3.0� WARR�N�1(
A. ihe Contractor shail provide a twoayear warranty co�ering the transfer switch
and the enfire engine-generator set and aIl pertinence to begin at a time set in
accordance with #hese Cont�act �acuments.
�ND p� S�C�ION
C&� 01135�.Q10 � 6�30-1 � Standby Cenerator Set
2Q02
�.
sEcrioN �ssso
GROUNDING SYS��M
PART 1 G�NI�RAL
1.01 SCOPE 0� WORK
A. �umis� all laba�, materials, equipment and incidental� requir�d and ir�stall a
complete graUnding system in sirict accordance with Artic4� 25D ofthe National
- �lectrical Code (N�C}, as shown on the Drawings and as sp�cified herein.
�. All raceways, conduits and ducts s�all cantain equipment-grounding conductors
sized in accordanc� v�th the i��� Minimum si�s shall be Na 12 AWG.
, - 1.02 SU�Ml�ALS
A. Submit shap drawings an�1 �raduc# data, as iollows:
� 1. IVianufacturer's name and catalog data f�r graund rods and exothermic
i wekding methods �nd materiais.
-` PART 2 P�ODUCiS
? 2.01 M�lY�RIALS
�� A. Canduit shall be as specifled under Section 16910.
B. Wire shall be as speci�ed under Section 16'l20.
C. Ground rods shall be 314-in by 10-ft copper clad steel and constructed in
` accardance with 11��46'�. �'he minimum copper thickness shall be 4.�v mm.
�: � Cround rods shall �e Co�perweld or equ�l.
, �. �raunding conduii hut�s shasl �� mals�able iron type similar to �omas &�etts
Ca.; Cat. Na. 3940 �314-in canduit si�) by �u�ndy; O.Z. Ge�lney Go. ar equaf, and
'� of the caerect si� for the ccnduit.
i' �. Water�i�e grou�� c�amps sFi�li be cast bron� s�ddte type, simil�r to Thomas &
B�tts Co. Cat. Na. 2(11�-in, 314-in, or 1-in si�) or equal by �urndy, �.�. �edn�y
� Co. ar �qual, an� a�th� coRect si� f�r the pipe.
F. �uri�d grounding con�ections shall be by Cadw�ld process, or �qual exothermic
� � welding syst�m.
�ART 3 �XECUTI�N
3.01 (NSiAL�P► T tON
A. Fiun grounding �I�ctrad� conductvrs in rigid steel or PVC coated car�duits. �ond
the protecting conduits #o the grour�ding electrode conductors at both ends. �o
not allow water pip� connections to be pair�ted. Ifthe connections are painted,
dis�assemble them and re-mak� #hem vuth new fittings.
� C&B 01135�.Q1D 1666D-'1
2pp2 Crounding System
B. Install equipment grounding cond�ctars with all feeders ar�d branch circuits. Da
not use the raceway system as a grounding eond�ctar.
C. Liquid tight flexible metal conduit in sizEs 1-112-in and iarger shall ha� bonding
jumpers. �onding jumpers shall be ext��nal, run parallel (nat spiralled} and
fastened with plastic tie wraps.
D. Graund transformer �e�trals ta t1�e ne�rest arsilabl� graunding electrade with a
ca�ductor sized in accardance with Rrticle �5��94 of the NEC.
�. Drive grounding �lect�odes as shown on the Drawings.
�. All equipment enclasures, mator anci teans�Pmer i�ames, conduits systems, cable
armar, �x�osed structural steel and all other et{uipment and materials requir�d by
the N�C to be grounded, sF�all be grounded and bandec� in accardance v�th the
NEC.
G. Seal exposed conn�ctions bet�nreen different metals with Na-Qxide Paint Cracf� A
ar equal.
li. Care shall b� tak�n tn ensure good graund cantinuitx in particular betvu�en the
conduit system and equipment f�ames and enclosures. Where necessary,
jumper wires shall be instailed.
All grounding type receptacies shall b� grou�ded to th� outlet bax�s with a Na. 12
TbWN/ iHF�N green conductor co�nected to the ground terminal ofthe
receptacle and fasten�d to the o�tlet bax by means af a gro�nd9�g screw.
3.02 2P1SP�CiiON AiVD iESTIfVG
A. Inspeci the grounding and bonding system conc�uctors and connections for
tightn�ss and prap�r ir�stallation.
�. Us� �icldle Direct aeading ��r�h R�sistance �ester or equivaleni test i�strume�t
#o measure resisiance to grnund oftFt� system. �ertorm tesiing in aceordanc�
with test instrument rran��actu�er's �ecammendati�n� using #he fall�af�pat�nti�l
method.
C. All test equipm�nt shall b� p�ovidec� u�de� this Sectian and ap�rav+ed by �He
Engin�er.
C�. �esistance to ground t�sting shali �e p�r%rm�d cluring dry season. Submit test
results in the form of a graph shov�ng th� numb�r af points measured (1�
minimum) and th� �umerical r�sista�ce to gr�un�. , t
�. Testing shall b� pe�fc,rmed befa�� energE�ng the distribution system.
�hID O� SECilO{�
C8�6 011358.Q10 16B6Q-2
2002 Grour�ding System
,
.p
��' ��� ��'�
�` '� �, I ��, � � � ' ����� I �� �� " ''�, i
Band No. 194825
PE�FORi�ANCE B�AIp
THE STAT� OF TEXAS
COUNTY �F TARRANT
KNOW ALL MEN BY TH�SE PRESENTS: That we (11 Can-Fer Const�uction Campany ,
a(2} Coraoration __ of Texas �, hereinafter called
Principal, and (3} North American S�ecialty insurance Company , a cflrporatian organized and
�xisting undE� the laws af the 5tate and fufay authorized ta transact business in the Sfate af Texas,
as Surefy, are held and firmly bound unto ihe Cityof �ort Workh, a municipaf corporatian arganized
and existing under i�e laws of the State of Texas, hereirrafter ca�ied Owner, in the penal sum of
Fi�e Nundr�d Twenty Seven Thousand, Njne Hundred and D01100- - - - - - - - W - _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ - - -
($ 527,90U.�0 ) Dollars in lawful man�y of tt�e United States, to be paici in �ort Worth, Tarra�t
Cnunty, Texas, for t�e payment of whicM sum well and kruly to b� made, we hereby bind nurselves,
aur heirs, executars, administratars and s�ecessors, jointly ar�d severally, firmly by these prese�ts.
THE CONDITION O� THIS OBLIGATION is such that wh�reas, the Princi�al entered into a
cer�ain cankract with the City of Fart Worfh, the Owner, dated khe 3oth , day af January , A.D.
2{} a3 a copy of which is �tereto attached and made part hereof, for the construction of:
Sanitary 5e�ver Lift Siation ta Serve Se�dera Ranch
designated as Project No. (s) DpE No. 3750 Sewer Pfoiect No. P17�f -07017280030 ,
a cnpy of whi�h eontract is hereby attached, referred to, and made a part hereaf as fully and to the
�ame extent as if capied at length herein, such project and constnactian being �ereinafterreferred to
as the AWork@.
NOW, THEREFORE, if the Principal shal! we11, truly and faithfully perfo�rn tne work in
accordance with the plans, specifications ancf contract docum�nts during the original term thereof,
and any exter�sions th�reof which may be granted by ihe Owrter, w�ih or without notice to the
Surety, and if he shalf satisfy all elaims and demands incurred under st�ch contract, and sha!! f�lly
indemnify and save harmless the Owner from all cc�sts and damages whic� it may suffer by reason
of fai�ure to do so, and shakl reimburse and repay the Owner ali outlay and �:xpense which the
�wner may incur in rnaking good any default, then �his ob}fgakior� sha II �e void; atherwise to remain
in fufi farce arid effect.
PROVID�� FURTHER, that Ef any legal action be fifed upon this bond, ver�ue shaRl lie in
Tarrant County, State of Texas.
AND PROVIDEQ FURTHER, that tY�e said Surety, �orvalue received, �ereby stipulates and
agre�s khat no change, extensian of time, alterations or additions fo the terms of #he con#ract or to
the wark to be performed the�eunder or the s�ecifications accompanying the same shal� in anywise
affect 9ts obligatian on this �ond, and it daes hereby waive notic� af any change, extension of time,
alteration or additian to the terms af the cantract or ta fhe work or io the specifications.
Page 1 oi 2 of Perfarmance Bond
�
IN WITNESS WHEREOF, thss instrument is executed in 8 cou�terparts, eaci� o�e af
which shall be de�med an originai, this tfi�e �_ day of __ _���, .,_�1y� A.D., 20 �.
(
Can-Fer Constructian Company
PRINCiPA� (4) �
�
ATT�ST: 6y: _ ' r �
� G�c�,� �� �i� '
(Principa ) S�c't�tary --- - � -`"� - --�
( S E A L} Add�ess:
1115D Morrison �.ane
pallas 7'X 75229
I � � � ���
� � �t�ess as to Principal � I
I � ��
��
�
` b��! /�LeP�,T�:-'�''`'} -`L �wi' — —
_ � L l,a.�� �P-.J� 7 �.��� - -
Address
ATT�ST:
(Su�ety) S�cretary
North American Specialty Insurance Company
Surety - - - - - - - ---
By:
r �
Attorney-in-Fact ( ) Ray Watson
(s�A�.}
��� — �a�
Witness as to 5urety ��
16600 Dallas Qarkwav, Ste 300 _ __
dallas TX 75248
Address
Address:
2591 North Dallas Parkway, S#e 5p3
Friscn TX 75d34
NOTE; Dake of Bond must nat be prfor to dafe of Contract.
11 } Correct name af Contractor.
(2) A Corporation, a Partners�ip or an �ndividual, as case may b�.
(3) Cotrect name of Surety.
(�4) If Contractor is partnership, all Par#ners should execute B�nd.
(5) A tr�.�e copy of Power of Attarney shall be attached to Bond by Attorn�y-in-Fact.
Page 2 of 2 of Pertormance Bonc!
P�Y���i �QN�
THE STA7E OF TEXAS
CQtJN�fY �F TARRANT
KN4W A�L N4EN BY THESE PR�SENTS: Th�k we (1) Can-F'er Construction Campanv ,
a(2) Corporation af Texas ' , f�ereinafter cailed Principal, and (3)
North American Specialty insurance Companv ., a corporafivn organized and exisiing under the
laws af the State of and fully authorized to transact business in the 5iate nf Texas, as Surety, are
held and firmly bound t�nta� t�e City of Fort Worth, a munici}�al corporatiort flrganized and existing
under the laws of tha Stat� of Texas,hereir�after called Owner and unto ali persons, firms and
corparations who rnay furnish materials tar, or perform iabar upon, khe building or improvements
herein�fter ref�rred to ii1 the {�eilai St�rTl �f: �ive Hundred Twenfy SeWen Thnusand, Nine Hundred & 00110Q
($ 527,900.00 ) Dollars in {awfu� rnoney �f the Uni#ed S#ates, to be paid in Fa�t
Worth, Tar�a�t Caur�ty, Texas, for the payment of which sum well anr! t�uly to be made, we bind
aurs�lves, aur heirs, executors, a�ministrators and s�ccessors jointly ar�d severally, frmly �y these
presents.
THE CONDITIOEV O� THIS OSLIGATION is such that Whereas, the Principal entered into a
certain contract with the City or Fort Workh, kh� Owner, dated thE 3oth day Qf January q.p,,
20 03, a capy of wnich is hereto a�ached and made a part tne�evf, far the canstructior� of:
5anitary �ewer Lift Stainn to Serve S�ndera Raneh
deslgnated as Praject No. ts) DOE Na 3750 Sewer Praiect �io.P171-07�17'(250030 , a capy of
whic�r is here attached, referred to ar�d made a pan hereof as fully and ta the same extent as if
capied at length herein, such praject and construc#ion b�irig f�ereinafter r�ierred to as the "work".
NOW, THEREFORE, #he conditio� of this obligatior� is such ti�at, if the Principal s�al�
promptly make payment to a!1 claimants as de�ned in Articfe �160 of the Revised Civii Stat�tss of
Texas, supplying labor and rnat�rials in tf�e prosecution of the wark provided for in said Cor�t�act,
then this abli�ation shali be null and void, otherwise it shall remain ir� fu11 farc� and effec#.
THIS BD�VD !S MP�D� AND ENTERED intv solely for the pratection of all claimants
supplying labor and material i� the prosecutiort of the work provided for in said Contract, as
c�airnants are defined in Arti�le 5160, and a!� such ctaimants shall ha�e a�irect righ��f action ur�der
the be�nd as pr�vided in A�rticle 516� of the Revissd Civil Statutes.
PROVIDED �URTH�R, that if �ny �ega� acfion be filed upon this bor�d, venue shalf !ie in
Tarran# Co�nty, State of Texas, and that the said Surety, for value received, herek�y stipulates and
agrees that no change, extens4on of tirne, alteration ar addition to the terms af the contract orto the
work to be pe�fnrm�d thereunda� or t�e sp�cifications accompanying the same shail in any wise
affecf its obligations on this band, at�d it does herebywa��e natice af any such change, extension of
time, alteratiart or addition ta the terrns af the contract or to the wo►�#c ar to the speci�cat�ons.
Page 1 of 2 af Paytne�t Bor�d {�.F,A, form)
�
PROVIDED FURiHER, that no fnal sattiem�nt faetwean the Dwnerand tl�e Cant�actar shall
abridge the right of any benefciary hereuncfer whose ctaim may be unsatisfied.
IN WITNESS WHEREOF, this irts#rument is executed in 8 caunter�arts, eact� on� of
which sf�all be deemed an originai, this th� �_ day of ��- _ A.D., 20�
Can-Fer Construction Campany
PRINCIPAL (4} ' � ^
!
A�iTE5T: By;
l�� � �
�/�,�. � , r � � -
( rir�cipai) Secretary r /
.� '
(SEAL)
Rddress:
11150 Morrison Lane
Dallas iX 7�229
�.
�� � , �- ��?
itness as to PrEncipal �
_ J�dl �� �P �l �� ��. �ra. ., , _ _ �
��l��Ti� �` `�.� ���
Address `
North American Specialty Insurance Company
Surety
�
ATTEST:
{Surety) Secretary
(SEAL)
--_..
� e� �s.r �
W itness as ta Surety .�:._ �-
16600 Dallas Parkway, Ste 300
Dallas TX 75248 _
Address
By:
/
Aftomey-in-�aci �5) Ray Watson T
Address:
2599 North Dallas Parkway
Friseo TX 7�034 _
NQY�; Dafe o# Band must not be pri�r to date of Contract.
I (1 j Correct name of Contractor.
(Z) A Corporation, a Partnership or an Individual, as case may be.
(3} Correct narr�e of Surety.
� (4} If Contractvr is Pa�tnership, all Pa�tners should �xecute Bond.
(5} A true copy af Power of Atkomey shaEl �e attached to Bond by Attarney-in-�act.
Page 2 af 2 of Payment Bond (C.F.A. form}
��ss���m� cRVUp
NORTH AMBRiGA1�! Si'ECli1LTY 1NSURANCE COMPA�iY
WASHINGTON 1NTERNATIONAi. i1�15URANCE COMPANY
GEIVERAI, POWER OF A.Ti'ORNEX
KNOW ALL MBN BY THESE AliES6NTS, THAT Nprth American Specialty Insurance Company, n aorporation duly organized and existin� undcr
thc laws of the 5tate of New Hampshire, and having its principal office in tha Gity of Manehester, New I�ampshire, and Washingtnn fntcmational
[nsurance Comnany, a �orparation orgai�izxd and existing under thc Eaws of the State of Arizona and having its principal office in the City of Itasca,
Iltinois, cach does hereby mAke, canstttute and appoint:
Ray Watson, Caro1 Gaadcnaugh
and Debbie Smith
jointly or severally
its true and lew!'u1 Attaoney(s)-in-FAct, �o make, execute, seal and deli�er, for and on its hehalFand as its aet and deeci, bonds or olher wri[ings
, ohiigatory in the nature of a bond on behalf of cach of said Companies, as surery, on contracts nf suretyship as are or may be rcGuircd or permit[ed by
l�w, rcguiation, contract or othcrwise, p�ovided th�t no bond or underraking or contract of sureryship executed under this authority shall exceed the
amount ot: �'EN MILI..ION ([ �,b00,000.00) DOLLARS
This Power vf Attomey is granted And is signcd by Fucsimilo under and by the authoriry of the follawing Rcsolutions �dopted by thc Boards oF
� birectars oYbath Narth American Specialty [nsurance Co�npany ar►d Weshington Intemational insurance Company at mectings dnly callcd and hdd
on the 2A'" af March, 2604:
� "3�GSOI.VED, that any twa of the President, any Senior Vice President, any Vicc President, Any Assistant Vice Aresident, thc Seeretory or any
, � Assistanf Sccrc�ary bc, and each or nny of thcm Iterct�y is authorizcd to execute a Powcr of Attorney qualifying the attorney named in thc given Powcr
of As�orney so cxecute an behelf of the Company, bonds, undertakings and all contracts of surety, and tht�t each or any of them hcrcby is as�thoriaed to
attcst ta the execution af any such pqwer of Attomey, and to attach Iherein thr seal af thc Campany; ar�d it is
i
FUE�THER R�SOLVED, �hat the signature of sech officcrs and �hc sea� of the Company may be affxed ta any such Power of �lttorney or to any
• certificate r.eiating thereto by facsimite, and any such Pawer of Attorney or cenificate bearin�; such facsimile signatures or facsimile seal shall hc
binding upon thc Compnny when so a3fixed and in khe fUture with rngard to any bond, undettaking or contract of surety to which it i� at�achcd.
� ```������11wT1�i���/r��,� �� � Qaa`:,'�AiIONALly``�a
y$ eeQrpPYr3:t.jT `G �: � -, �FF .�....,a �G� �
� U d` •.� � y � � '
��� ��p `, .� � pavl 0. Amslulx, prrNdenl & ChIcT Exttutive 011ltar uf Washln on Intem�lfuM�l In�unnce Comp�ny & � Q ��PO��� �:
�J'1u : ny � Vlce Preftdem o[:�ariY Amerkae Sprtidly tnsrraoec Comp�ey _ r.
� t�t� �:�; -�, SEAL �q=
%�:� ,�`�. o� �� M+2a►u D 5
�! y ,k�t�$•,•�•ib''�: �r %,��+ ''•.,.....f� �.�a�:
i �UJ/��Qf�'4 j•`' ���� $} _ _ +p 4
����l��f��p�yi11���� 51Cven P. Andenon, 5r. Yiee Yr�sideal of WswYinEtnn In�rrmdon�l lnsurxnca Camp■ny & ���u�* pN'��
Vice PYeildcnt of Nokh Amsrle�n Spe¢I�Ity In�uraMce Ca�rty�nr
fN WI"INESS WFCEFtF,UF, Tforth American Specialry lns�rance Company and Washington International Insur�nce Cumpany have causad their
ofEicial seA�s to 6e hcrcun�o oiiixed, and thcse prasents t� be signed hy their authorized officers this x day of �ay . 2D 02 .
Narth Arnerican Specialty lnsurance Company
Washington International Insurance Company
State af [ llinois
County ofDaP�tge ss:
� day of MaY ,20 �� , before me, a Natary Public, personally appeared PauE D, Ams;uta. , Presidcnt and CEO af
Washington lntemationai Insurance Company and V ice President of North American Speeiafry Insuranca Company and Steven P. Anderson
Sr, Vice President of Washington Intemational insurance Comparty & Vice �'resident of North Amcriean Specialty lnsurance Cnmpany, personally knovm
io me, who tieing by me dufy swom, acknowledged that they signed lhe abnve Powcr of Attonsey as officers of, and acknowledged saici instrument to bc
the voiunlary act and deed of; their respeoti�e companies.
�l7FFIClAL SEAL CI _ ��'�r�
YA�{WP! A PATEL
t�rwwr +a�ue. �r�ri or aUh'wa
`�''`�""°`�"°"�"°�"4'O' Yasmin A. Patel, Notary Pub[ic
1, 3ames A, CA�penter , Vice President & Assistant Sccretary of Washingtoi� Intemational Insuranee Company and ttfe Assistan[ 5ccretary of
Nor�h American 5peciality [nsursnce Company, do hereBy certiiy that the a4wve and foregaing is a true and correct copy nf a Aower af Attomey given
by the companics, which is still in full force xnd efE'ecl,
iN WITNE55 WIiEREdT,1 have set my hand and aFfixed ihe seals ofthe Cnmpanies this 27thday of January ,iU Q3 ,
� ���.
'� JAmes A� Csrpenlcr, Vlce Prer{denl & Asslalpnl SCCrel�ry of 1V�ehlnR[on Inlrma[Iom) insnnncc Cumpany![
A�slAtanl Sc[Ydaty o� Norih Amcdcaa Spcdpllly In�u�ancc Comp�ny
lVdiAIh4T �ldE#NC� BO rND
THE STATE OF TEXAS
COUNTY �F TARRANT
KNOW AL.L. MEN BY THES� PRESEN7S: That (i } Can-Fer Construction Company ,
as Principa�, acting harein �y and through (2) a Corporation ifs duly
aufhorized in Texas and {3) NorEh American S�ecialh� Insurance Comqanv ,
a corporation orgar�ized under the laws of the State of New Fiampshire �", �s surety, do hereby
acknowiedge themsalves to be heid and bqund to pay un#a the City of Fork Worth, A Municipal
Corporation, charterec4 by virfue of Constitu#ion and iaws of the State of Texas, at Fnrt Worth, in
Tarrant Caunty, Texas, the sum af Five �fundred Twenty Se�en Thousand. Nine N�ndred and D0110Q
Dollars ($ 527,900.�Qawfuf money of the United States, for #he payment of which surr� we�l and
truly �e made unko said City of Fort Wort� and its successors, said Contractor and surety do
hereby �ind themsefves, their heirs, executors, administratnrs, assigns and successors, jointfy
anci severally.
This abiigation is conditioned, hawe�er; that,
WHEREAS, the Principal has entered into a ce�tain contract with the City of Fort Worth,
dated January 30, 2003 , for th� performance of the fallowing described pu�lic
work and the eonstruction of tk�e following described public improvements: Sanitary Sewer �ift
Staion tv Senre Sendera Ranch DOE Na. 3750 Sewe.r Proiect No. P171-07017128Q030
all of the sarne being referred to hereir� and in said cantract as the Work and being designated
as Project No.(s) DOE No. 3750 Sewer Praect No, P� 71-a7�171284030 : ar�d said contract,
incl�ding all of the specificatians, condiiions and written instruments referred to therein as
contract dacuments and being he�eby incor�orated he�ein by reference for all �urpases and
made a part h�reof, the same as if set vut verbatim herein; and,
VIIH�R�AS, in said Contract, Ca�traetor binds itself to use suct� materials and to so
construct the wark that it will remain in good repair arid cond9tion for and during the period
_ after the date �f the final acceptance of the work by the City; ant#
W HEREAS, said Contractor binds itself to maintain sa�d work in gaod repair and
conditi�n for said term af !2) Two Years ; and,
WHEREAS, said Contractar binds iiself to repair or reconstruct the work in whole or i�
'� part at any time within said penad, if in tfi�e opinion of the ❑irectar of the Water Deparkment of the
r� City of Fart Worti�, it be necessary; and,
WHEREAS, said Contractor bEnds itself, upon receiving notiee of the need t�erefor ta
repair or reeonstruct said work as herein pravided.
NOW THEREFORE, if said Gontractor shall keep and perforrn its said agreement to
maintain, repair ar re�anstruct said rwork in accordance with aif the terms and cor�ditians of said
Contract, these presents sk�all be null and void, and have nQ force or effect. Dth�rwise, this
Bond sha!! be and remain in full force and effect, and said City sha11 have and recaver from the
said Cantractor and its surety damages in the premises as presceibed by saici Contract. This
obaigation sha11 be cor�tinuing a�e and successive recoveries may be had hereon for successlve
breach�s until the full amount F�ereof is exhausted.
WHEREAS, akl parties covenant and agree that if any legal action be filed upon this
bo�d, venue shall iie in Tarrant Co�nty, Texas; and,
IN WfTNESS WHEREOF, this instrument is executed in 8 counterparts each
ane of which shall be deemed an orig9nal, this the day of A.D„ 20�
Can-Fer Construction Company
PRINCIPAL (4} � �
�
I ATTEST;
(�p-/-�!'�1 -
� (Prir�cipa!) �ec etaty
�
(SEAL.) .
G__-• �
Witness as to Princi a�
P
Address
ATf EST:
(�ur�ry� Secretary
:� (5��,�}
' ,��� �
, _
' . _ `f r� _ _.= .�y�� �� ; �
� � �•
W itness as to urety
� 16600 Dallas Parl�way, Ste 300
I � I, Dal{as TX 75248
f � r ACiCi��SS
,
�y:� -
- �--- -
Ad�dress:
11150 Mflrrison �ane
dallas TX 75229
North American Specialty Insurance Company
Surety
By:
����, r ��.��
Attorn�y-irt-Fact (�) Ray Watson
Address:
2591 R�orth pallas Pa�kway, Ste 503
Frisco TX 75034
NOTE: Date af Bond must not be prior tfl date of Contract,
; � (1) Correet name of Contractor.
(2) A Carporatian, a Parknership or an 1nd��idual, as case may b�.
{3) Ca�r�et name of Surety.
(4) If Cantractor �s Partr�ership, a1i Partners sho�ld execute 6on�i.
,, (5) A tru� capy of Pawer of Aktarrtey sha11 be attached ta Bond by Attamey-in-Fact.
:VAS SUR�'iY GRDLIP
NC]RTH AMERICAN SPECIALTY 1N5URANCE CQMPAiVY
WASH1i�fGTON INTERNATI�NAL INSURANC� C�MPANY
G�N�RAL POWER OF ATTORNEY
KNOW ALL MEN f3Y TI-lESE PRESENTS, THqTNorth American 5pecialty Insurance Company, a cqrpnralion duly organizcd and cx�stin� ander
the laws of the Sfa[e of New Nampshire, and having its Qrincipak ofticc in the City of Manchester, T�lcw ��ampshire, and Washington Intema�ional
(nsurance Company, a eorparation organized and existing under the iaws af'the StatL of Arizona and ha�ving its principa! of�icc in the City of ]tasca,
lllinois, caeh does 6ereby moke, constitute and appoint:
Ray Watsnn, Carol Crondcnough
and 77ebbie Smith
jointly nr severatly
its true and lawful Attamey(s)-in-Faci, ta make, executc, seal and deliver, for and on its behalFand as its act and deed, bonds or otf�er writinga
obligatory in the nature of a bvnd on behalf of eaci� of said Cotnpanies, as surery, on contracts of suretyship as nre or rnay be reqaircd or permitted by
law, regulation, contract or othenvise, provided that no bnnd or under[aking or contract of suretyship cxecuted under this authoriry shall exceed the
amount of: �EN MELLl0A1(I O,DOO,OOQ.00} I30LLARS
This Power oF 1lttorney is granted and is signed hy facsimile under and by the authoriry of thc fol lowing Rcsolutions adopted by thc Boards of
Directors ot both North American 3pecielry [nsurance Company and Washington [ntemationa! Insurance Company at meetings duly callcd and held
on the 24`�' of March, 2DD0:
"RfiSQI.VED, that any two of the President, any Senior Vice Presiden�, any Vico President, any Assistant V icc Presidcnt, the Searetary or any
Assistant Sccrctary be, and esch orany of them herc6y is autharized to execute a Power of Attorney qualifying the nuorney namecE in thc given Powtr
of Attomey co cxecute on behalf oi'the Company, bonds, undertakings nnd all contracts �f surety, arid that cach ar any nf them hereby is nuthnriz.ed �o
muest tQ the execution af any sueh Power af Attomey, and lo attach therein the seal uf thc Cornpany; and it is
FURTtf�R R�50LVEI], that the signuture oFsueh officers and the seal of the Company may be affixcd to �ny such Power of Attorney or to any
cer�ificatc relating ihereto by facs9mite, and any such Power of Attorney oe certiFicate bearin� such facsimile signatures ar facsimile scal shuil bc
binding upvn thc Company whcn so affixed and in the future with regerd to any 6ond, undettaking or contract ofsurety ta which it is attachcd.
`y�\0,�G11�Ty���r,;���
3�� ��'���p��r;��' �
� c�:' S�AL � c
!�� tsra ��,:�, �
i'' /y�.�N , f a,�ti�
�'ry!/�j1lNllli1111\�\� �
���
ey
Pqnl Il. A�rtstWe, Prnlden� � ChIcT Etecurtv� OF1lccrolWasWn�loo Inicrnxl[aN�l In�uraacc Cvmp�ny &
V�re Presldtdt of �br[A Amsrlc�n 5pecldfy InsunRce CnMp�ny
B}• �
5tevrn P, Andcnon, Sr. Vlee Pr[sldenl of WuYlnRton Inlrrnuland Insunnetfampany &
Vke Prqldent ai Ner[h Amcrlcan Specl�lty In�uraece Comp�ny
'c�a`'4SA710NA��:y� .
4� " t �,.p •�.
. �`
'4 CORPORAiE�� �
��� SEAL �a�
�� APo2DilA � � '
�y.�r�'k. ..�'� �15a�C;
,�'���,��� ��n�'� ��
fN i�J]'[NE55 WHEREOF, Nor#h American Specialry Insurance Co�npany and �Vashington International [nswa»ce Compeny have caused their
o�cial seals ro he hercunto affixed, and thcse presents ta be signcd by their authorized offiCers this x day of MaY Zp 02
l�arth Amcrican Specislty lnsurance Compa�y
Washingtan ]nternational [nsnrance Company
State ofTllinois
Caunty o1'DuP�gr ss:
2 �y o� May �p a2 , bCfore me, a�iatary Pubiir, personaaly appeared Paul o. Amstutz , Presidcnt and C�U oF
Washingtor� Intemational Insurance Company and Vice President of North Ameriean 5peci�lty Insurancc Campany and 5teven P. Mderson
5r. Vice Fresident of Washingtan intei'nacianal Insurance Com�any & Vice Pr.esideqt of North Amcrican Specialiy Insurance Company, personally kn{�wn
tp me, whp 6eing by me duly swom, acknowledgcd that they signed thc ebqve Powcr oFAttorney as off'tcers af, and ac[cnowledged said instrument to bc
the vofuntary aet and deed of; their respective companies.,
t7FFICIAL SEAL Q • ���
Yf�Rl9W A PA'1"EL
nerw�w �a�sa, ot�.r= a: �
`�"`�"�`�"'�"O""'°` Yasmin A. Patcl, Nntary Pub[ic
I, James A. Carpenter
Vice President & Assistant Sccrecary of Washington Intemational insurance Company and thc Assistant Secrctary df
Alorth American Speciality Ins�irance Company, do hereby ce�tify that the �bove and fare�;oing is a tr�e and corrcct copy oFa Power of Attnmey given
by the campanics, which is still in fai] force Knd effect. ��
1N WLTRE55 WII�REOF, I have set my hand and aFfxed the seals ofthc Companies thi�day af ��~��T/NLVC1�-1 20� .�
J
r � � � ,�
� '
Jamez k. Cprp�nter, VYce i'resldenl & Aesfsepnl9rere�ory of �V�ad[nfilon Intsrn�llanqf Ihsnrancc Comp�ny 8
Assisfant Sccrifcry af F�orlh Amedca� Sppe1p111y Inrorence CompYng
I1�P�J]�TAI�TT 1�'��(;�
� order to ObCair� Information or Make a Complaint:
You ma.y cali Wash�ngton Internationa� i�asurnnce Comp��y and/or l�arti�
Ameriean �pecialty �ns�urance Comp�ny �t the fullaw�ng toll�free numher:
8041338�07�3
ar
You may write #a them at ti�e �'ol�owing ac�dress:
4�ashin�on �ternat�onal Tnsurance Comp�x�y
NAS �urety Group
12QU Ar�i��tan Hei�hts Raad #400
Ita�ca, II. �O1.43
�ou may also eantact �he Tegas Deparfm�nt of Insurance to obtain infarma�ion on
cumpanies, ooverages, rights or complaints at:
�0{11�5�3439
You may write tE�e Teaas Department vf Insurance at the following a�ldress;
P Q Box 1491a�
Ausiin, TX 7871�-9],Q�
cor����ero� co�nP�i�►�c� r�viTw
wo����s� co�P�ws�.rio� �Avv
Pursuant to Article 8308-3.23 of Vernan's Annatated Ci�il Statutes, Cantractar certifies that it pravides
workers' cflmpensation insurance co�erage for all o# its employees emp�oyed an CITY OF FORT
WORTH DEPARTMENT O� ENGINEERING PR�J�CT NUMBER 3750 AND WATER D�PARTMENT
PROJECT NUMBER P1i1-07017128Q030.
,�
,
CO�� r� v� t � l��c`{ � � �i
CTOR � '
• � '
By�`�
�
V ' � � �!'@ �n �
Title
� ,�'' .�O � '�' �
�ate
STATE OF TEXAS §
§
COIJNTY OF TARRANT §
.� BEFQRE ME, the undersigned authority, on this day persanally ap�eared, known to me ta be the
person w��se name is subscribed to the foregoing inst�rument, and kn ledged to me that he
•� exeeuted the same as tF�e act ar�d deed of �•V k�a !`' I�_ I�G
for the purposes and considera�ion th�r�in exp�essed and in the capacity therein stated.
GIVEN UNDER MY HA��I�I.D ��AL•Q�' O�FICE this �lay of G"[ ZQ c��
i ', �,
' � � -� � ' �
� �: . -- . r_ _ - ` .` `'I, �,
�''� No` ubli i�`n and for the State of as
�
.�
���� �
- , �,� l`, � ' i�l �, I �
0
I
. �
�
1
.�
THE STATE OF T�XAS
COIJNTY OF TARRANT
THIS CONTRACT, rnade and entered inta ��i.K r.c A,'M�� �� ��� �
/
by and between the City of Fort Worth, a home-rule municipal carporation located in Tarrant Caunfy,
Texas, acting through its City Manager thereunto duly authorized sa to da, Party of the First Part,
hereina�ter termed "�WNER", and �--Gt ✓i- ��'- � ��S`�.�f���+
PART G - CONTRACT
0
�
of the City af �� 1�Ce�!x
� Skate of i �v.h�.�
` � "CONTRAC7�R".
�
,1
SANITARY S�WER LIF7 5TAT10N TO SERVE
SENDERA RANCH
:� and all extra work cannected therewith, under the terms as stated in the Cantract�•�ocuments, and at His
(#heir} own proper cos� and expense ta furnish ail the rrsaterials, supplies, machinery, equipme�t, toofs,
� i superintender�ce, labor, bonds, insurancs, and other accessories and services necessary to corn�lete the
�� said construction, in accordance with all the requiremen#s af the Contract Docum�nts, which include all
� maps, plats, blueprints and ott�er drawings and printed or written ex�lanatary matter thereof, and the
specifications thereof. as prepared by the Engineers emplayed by the Owner, each of which has been
identified by the endorsement of the Contrac�ar and the Engineers thereon, togefher with ihe Can#ractor's
� Written Proposal and the other parts of the Cor�tract Dacuments hereto attached, incfuding the Fort Worth
Water Department General Contract Dacuments and General Speci�catians, a!I of which are made a part
� hereof and collectively evider�ce and constitute the entire contract.
�
:JI�I� , � .
��-� � � a1L
, County af �r�L�+� and
, Party af the Second Par�, hereinafter termed
WITNESS�TH: That for and in consideration af the payments and agreements hereinafter
mentioned, to be made and perFarmed by khe Party of the First Park (Owner}, said Party nf the 5econd
Part (Contractor) hereby agrees with the said Patty of the First I�art (Owner} to commence and cnrriplete
ceriain impro�ements described as follows:
G-1 -
The Contractor hereby agrees to commence work within ten (10) days after the date written natice
to do so shall have been given to him, and to substantially compfete same wit�in the time stated '+r� the
proposal.
T�e Owner agrees io pay the Contractor in current funds for the pertarmance of the con#ract irt
accordance with the Praposal submitted therefor, subject to additions and deductions, as provided intf�e
Contract poeuments and.al! approyed modificatians thereof, and to make payment an account thereofas
provided therein. �
IN WITNESS WHEREOF, #he Parties to these presents have �xecuted tnis Contrac{ in
sextuplicate in th� �ear and day first abo�e written.
Citv of Fort Worth, iexas lOwner
Party
�y
M�
:ity Manager
Party of the Second Part �N� �C�N�Tftu�tg,��
��so M���iso� ��
�� � ��
Contractor
W �T�SS�S: ,
., � ,;�y _ ,
,
�D.��� ��� ��
L
APPROV� ;
�
Dafe A. �isseler, �.E.,
DirectorWatar Department
--.. ._� � f I �J �'„� J _. .
�
Cortraet ,�u�hoxixa�i��
��_� � L i _�1,� �. �� �_R.. �_�- _
�at�
G-z
ATTEST:
.�� � ,:s r ,� .
..f .
, - - --�.. � —��- '_
Gloria Pear�on, City Secretary
(SEAL)
/
i
�'
�
,
4,
Appro e
l{ r
�
� ,,
Assistant City Attorney
� �� ���Ir�C�O�b, �� �f�����nr� �
� nr
- ;��r' .
��Ga I � �
�
�
�
/ _.�
� y
�
0
�
. .
i.`�
0�
�.�
,�,
,,
�
� l�,
�
1,
''�,
\
� -.�
�
��
1
�
�
�
�, �
�
,
� `�
�,
�� � � _��� ���
.�� � �
�:� � �
�� �
,
G'ity of Fort �o�th, Texas
� � �� ��� �r��n�[ ����tu�������n
!� � 1
DATE REFEF2�IVCE NfJMB�R LOG NAME PAGE
11�4/03 *�C�1942� f 60RANCH 1 of 2
sue.��cY AINARD OF G4NTRAGT TQ CAN-FER CONSTRUGTk�N COMPANY FOR
CONSTRIlCTION OF THE SANITP,RY SEWER �fFT STATION TO SERVE SENDERA
RANCN, LTD.
REG�MMENDATION:
it Es recommended that the City Go€ancil autharize the City Manager to execute a cQntract with Can-Fer
Cansfructian Company in the amount of $527,9D0 for the sanEtary sewer fift station t� serve Sendera
Ranch, Ltd.
DISCfJS510N:
5endera Ranch, �td. owns approximately 1,9{70 acres locateci north ot Avandal� Hasfet Road and east
Df WI�jDW SPFII��S Road. The City annexed this property on December 11, 2001 (Ordinance No.
14888). The property is zoned fo� sing��-family, multi-fami�y, community facilities, and r�eighborhood
cammereial uses.
O� December 1�, 2001 {M&C C-� 8878), the Gi�y Gounc�f appraved .a d�velopment agr��ment between
the Ciiy and 5�ndera Ranch, Ltd. The develo�mer�t agreem�nt stipulated that the City wauld design
and canstruct a sanitary sewer lift station at the sautheast corner of th� develo�ment_
Or� ❑ecember � 8, 20�'I f M&C G18895}, the Gi�y Counc�l a�pro�red an en�ineering agreement with
Garter & Burgess, fnc. far water and wastewater master planning for Sendera Ranch, LtcE. to incl�cle the
design of a sanitary sewer lift station to serve the Sendera Ranch, Ltd. devefopment and actjoining
praperty to the south.
' On �ctaber 22, 2002 (M&C L-13426), the CFfy accepted a warranty deed from Sendera Ra�ch, �td..,
necessary for the installation of a sewer lift s#atior�.
This prvject was advertised for I�id in ti�e Commercial Re�ord�r on C3ctaber 3 a�d '! 0, 2042. On
Octaber 31, 2002, the foflowing �ids we�e recei�ecf: �
. �� .
• i
Can-F'er Cons�ructian Com�anv.
Triple D, Inc.
R�c� Ri�er Construcfion
TE�TAL BID
$527,900
��80,9QQ
$611,800
CONTRACT T1ME
200 Cafendar Days
In additian to the contract cost, $25,000 is provided for project contingencies.
Can-�er C4nstruction Compar�y is in compfiance with the City's MIWBE Orciinance by cammitting to
� 9°/a MIVIIBE par�icipation. The City's goal on this p�roject is � 0%.
This �roject is located in COf1NCfL DISTRICT 2.
City of �o� T�o�th, Texas
���� ��td �����t ����u��f�������
DATE R�FEREiVCE NUMBER LOG iVAME PAGE
1114/03 **��� g�,�� 6�RANCH 2 of 2
sue��c�r AWARD OF CONTRACT TO CAN-FER CONSTRUCTION COMPANY FOR
CONSTRUCTiON OF THE SANITARY SEVIIER LIF'T S.TATION TO SERVE SENDERA
RANCH, LTD.
FISGAL INFORMATlON/CERTIF[CATfON:
The Finance Director eartifies that funds are available in the current capital btadget, as appropriated, of
tF�e Sewer Capital Projects Fur�tf. '
MO:k
-�
Submitted for City Manager's
DSSce by:
I Marc Ott
� OriginatiRg Deparfinent Head:
Dale FisseEer
Additfonal Infor�ation Contact:
Dale Fisseler
I FUND I ACCOUiYT � CENTEIt I AMOUNT CITY SECRETARY
� �tO�
�
847G f
I �
I I
8207 I(from} I APPROVBD 01/14/D3
I P17`I 541204 07Q'1712&Q030 $527,9Q0.00
�
�
$207 I .