HomeMy WebLinkAboutContract 58086-CO1CSC No. 58086-COl
DEVELOPER
-AWARDED -PROJECT CHANGE ORDER
IPROJECT NAME:
Chisholm Trail Ranch Offsite Sanitary Sewer Main
(CONTRACT:
(A) Sewer
CHANGE
ORDER No:
ICFA #
22-0055
I CITY PARTICIPATION:I YES (76%)
ICITY PROJECT #
103610
ICITY SECRETARY CONTRACT #
IFID #
30114-0200431-103610-EO7685
IFILE #
X-27119
INSPECTOR:
Brandon Phillips
Phone No:
682-715-7010
PROJECT MANAGER:
Drew Goodman
Phone No:
817-392-6251
CONTRACT UNIT
WATER
SEWER
DRAINAGE PAVING
STREET
LIGHTS
CONTRACT
Developer
Developer
Developer
DAYS
Cost
City Cost
Developer Cost City Cost
Developer Cost City Cost Cost City Cost
Cost
City Cost
IORIGINAL CONTRACT
$0.00
$0.00
$1,945,984.80 $6,162,285.20
$0.00 $0.00 $0.00 $0.00
$0.00
$0.00
132
(EXTRAS TO DATE
$0.00
$0.00 $0.00
$0.00 $0.00
$0.00
ICREDITS TODATE
$0.00
$0.00 $0.00
$0.00 $0.00
$0.00
(CONTRACT TO DATE
$0.00
$0.00
$1,945,984.80 $6,162,285.20
$0.00 $0.00 $0.00 $0.00
$0.00
$0.00
132
(AMOUNT OF PROP. CHANGE ORDER
$0.00
($154,292.88) ($488,594.12)
$0.00 $0.00
$0.00
60
IREVISED CONTRACT AMOUNT
$0.00
$0.00
$1,791,691.92 $5,673,691.08
$0.00 $0.00 $0.00 $0.00
$0.00
$0.00
192
TOTAL REVISED CONTRACT AMOUNT
PER UNIT
$0.00
$7,465,383.00
$0.00 $0.00
$0.00
REVISED COST SHARE
Dev. Cost:
$1,791,691.92
City Cost: $5,673,691.08
TOTAL REVISED CONTRACT
$7,465,383.00
You are directed to make the following
;hanges in the contract documents
CITY PAY
CITY BID ITEM #
ITEM #
QUANTITY
UNIT
ITEM DESCRIPTION
UNIT PRICE
TOTAL
4
3110.0101
(0.8)
Ac
Site Clearing
$1,000.00
($800.00)1
6
3301.0002
(1,873)
LF
Seeding, Broadcast (Bermuda Grass)
$0.50
($936.50)1
7
3301.0101
(6)
EA
Manhole Vacuum Testing
$200.00
($1,200.00)1
8
3305.0109
(1,873)
LF
Trench Safety
$0.50
($936.50)1
9
3305.0110
(1)
EA
Utility Markers
$120.00
($120.00)1
11
3305.0113
(2)
EA
Trench Water Stops
$700.00
($1,400.00)1
15
3331.4116
(96)
LF
8" Sewer Pipe, Deep Trench Backfill (CSS)
$240.00
($23,040.00)1
17
3331.4209
(1,473)
LF
12" SDR-26 PVC Sewer Pipe, Deep Trench Backfill (CSS)
$220.00
($324,060.00)1
18
3331.4212
(108)
LF
12" DIP Sewer
$165.00
($17,820.00)1
19
3331.4213
(196)
LF
12" DIP Sewer, Deep Trench Backfill (CSS)
$175.00
($34,300.00)1
21
3331.4321
(582)
LF
24" DIP Sewer (Class 200)
$275.00
($160,050.00)1
22
3331.4322
(187)
LF
24" DIP Sewer (Class 200), Deep Trench Backfill (CSS)
$520.00
($97,240.00)1
23
3331.4005
(992)
LF
30" DIP Sewer (Class 200)
$370.00
($367,040.00)1
24
3331.4406
(138)
LF
30" DIP Sewer (Class 200), Deep Trench Backfill (CSS)
$600.00
($82,800.00)1
25
3339.0001
(6)
EA
Epoxy Manhole Liner
$6,500.00
($39,000.00)1
26
3339.1001
(6)
EA
4' Manhole
$14,500.00
($87,000.00)1
OFFICIAL RECORD
CITY SECRETARY
Page
1 of 3 FT. WORTH, TX
30
9999.0001
(1)
EA
Odor Control - Wager 2050 or Equal w/Ball Valve
$11,000.00
($11,000.00)1
32
9999.0003
(3)
EA
Boot Per Detail for Future 8" S.S. Line & Cap & Plug
$1,000.00
($3,000.00)1
35
9999.0006
(55)
LF
24" Casing By Other Than Open Cut
$950.00
($52,250.00)1
41 B
3331.4325
275
LF
24" Fiberglass Sewer Pipe, Deep Trench Backfill (CSS)
$340.00
$93,500.001
44*
9999.0008
1
EA
Boot Per Detail for Future 12" S.S. Line & Cap & Plug
$1,750.00
$1,750.001
45*
3331.4324
494
LF
24" Fiberglass Sewer Pipe
$270.00
$133,380.001
46*
3331.4408
992
LF
30" Fiberglass Sewer Pipe
$355.00
$352,160.001
47*
3331.4409
138
LF
30" Fiberglass Sewer Pipe, Deep Trench Backfill (CSS)
$582.00
$80,316.001
Subtotal
($642,887.00) 1
Asterisk (*) indicates New Pay Item
REASONS FOR CHANGE ORDER
1. Elimination of
sewer line beyond STA 169+40.00 as directed by Water Department as sewer demands east of Brewer are no longer served by this sewer line. 2.
Change of pipe material inside
casing from DIP to Fiberglass per approved variance request.
Page 2 of 3
RECOMMENDED:
APPROVED:
APPROVED:
��; _
�_
Glir�ti YYiru)sas^
By.
Matt Baacke(May 12, 2023 14 41 CDT)
By: Frank Su (May 16, 202317:19 CDT)
By: Chris Windsor (May 17, 202306:49 CDT)
Name:
Matt Baacke
Name:
Name: Chris Windsor
Title:
Civil Engineer
Title:
Title: Proiect Manaaer
APPROVAL RECOMMENDED:
APPROVED:
APPROVED AS TO FORM AND LEGALITY:
CFW - Sponsoring Department
CFW - Assistant City Manager
CFW - Assistant City Attorney
By:
4,�
4 i �o P.0
TairQI ///� (�/��
By:
By; Richar A. M< racken (May 23, 202330:5]CDT)
// !/
Dana Bu rgU0 24, 20Q3X3:32 CDT)
Name:
Taylor Gunderman
Name: Dana Burghdoff
Name: Richard McCracken
Title:
Engineering Manager
Title: Assistant Citv Manaqer
Title: Senior Assistant City Attorney
RECOMMENDED:
nag
Q O�fORT�oad
CFW- `Contract Compliance Manager
ATTEST o,'o` ?�°o
* Contract Compliance Manager (Project Manager):
blaoctn aw
' °aann
By signing I acknowledge that I am the person responsible
By:
�T
V n ....
for the monitoring and administration of this contract, include
ensuring all performance and reporting requirements.
Name:
Andrew Goodman
Jannette S. Goodall
City Secretary
❑ There are NO City Funds associated with this Contract
Title:
Senior Professional Engineer
0 There are City Funds associated with this Contract
M&C Number: 23-0337
M&C Date Approved: 4/25/2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Page 3 of 3
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 04/25/23 M&C FILE NUMBER: M&C 23-0337
LOG NAME: 60CHISHOLM TRAIL RANCH OFFSITE SEWER CO
SUBJECT
(CD 6 / Future CD 6) Authorize Execution of Change Order No. 1 to City Secretary Contract Number 58086, a Community Facilities Agreement
with Meritage Homes of Texas, LLC for the Chisholm Trail Ranch Offsite Sanitary Sewer, Decreasing the Total Contract Amount by $643,823.50
Including a Decrease in City Participation by $489,305.86
RECOMMENDATION:
It is recommended that the City Council authorize the execution of Change Order No. 1 to City Secretary Contract Number 58086, a Community
Facilities Agreement with Meritage Homes of Texas, LLC for the Chisholm Trail Ranch Offsite Sanitary Sewer project, decreasing the total contract
amount by $643,823.50, including a decrease in City participation by $489,305.86.
DISCUSSION:
On May 10, 2022, the City Council (Mayor &Council Communication 22-0355) authorized the execution of a Community Facilities Agreement with
Meritage Homes of Texas, LLC with City participation in the amount not to exceed $6,345,616.37 for an offsite sanitary sewer main to serve the
Chisholm Trail Ranch Development and anticipated future growth in south Fort Worth.
Change Order No. 1 is necessary because the sewer demands east of Brewer Blvd beyond manhole station number 169+40 are no longer served
by this sewer line and a change of pipe material inside casing from ductile iron (DIP) to fiberglass. Change Order No. 1 decreases the City's
participation by $489,305.86 and the developer's participation by $154,517.64 from the original amount of construction costs to $5,875,310.51
The anticipated cost for the Chisholm Trail Ranch offsite sanitary sewer project after execution of Change Order Number 1 is as depicted in the
table below:
A. Public Improvements Developer City Cost Total Cost
Cost
1. Sewer$1,791,467.16 $5,672,979.34 $7,464,446.50
B. Inspections & Testing
1. Construction Inspection Fee
(33.3%) $27,513.75 $13,736.25 $41,250.00
2. Admin Material Testing Fee
(33.3%)
$11,112.22
$5,547.78
$16,660.00
�3. Material Testing Cost
$0.00
$123,245.70
$123,245.70
�4. Water Lab Fee
$0.00
$0.00
$0.00
C. Easements (76%)
$17,280.00
$54,720.00
$72,000.00
D. IPRC Plan Review Fees
(10%)
$7,662.60
$851.40
$8,514.00
E. Public Bid Advertisement
(76%)
$1,335.80
$4,230.04
$5,565.84
Total Project Cost $1,856,371.53$5,875,310.51 $7,731,682.04
This project is located in COUNCIL DISTRICT 6/ Future COUNCIL DISTRICT 6.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are available, as previously appropriated, in the Sewer Capital Projects Fund for CFA-Chisholm Trail
Ranch Offsite Sewer project to support the approval of the above recommendation and execution of the change order. Prior to any expenditure
being incurred, the Water Department has the responsibility to validate the availability of funds.
Submitted for Citv Manaaer's Office bv: Dana Burghdoff 8018
Oriainatina Business Unit Head:
Additional Information Contact:
Expedited
Chris Harder 5020
Taylor Gunderman 8369
4/26/23, 8:48 PM
City of Fort Worth - File #: M&C 23-0337
Sign In
Home Legislation Calendar City Council Departments
AA10§hS_ [9„ ®R35 1bAlerts
Details Reports
File #:
M&C 23-0337 Version: 1 Name:
Type:
Award of Contract Consent Status: Passed
File created:
4/19/2023 In control: CITY COUNCIL
On agenda:
4/25/2023 Final action: 4/25/2023
(CD 6 / Future CD 6) Authorize Execution of Change Order No. 1 to City Secretary Contract Number 58086, a Community
Title:
Facilities Agreement with Meritage Homes of Texas, LLC for the Chisholm Trail Ranch Offsite Sanitary Sewer, Decreasing the
Total Contract Amount by $643,823.50 Including a Decrease in City Participation by $489,305.86
Attachments:
1. M&C 23-0337, 2. CTR Section 3 Offsite Sewer - ProDosed Chanae Order.Ddf. 3. CTR CO no.1 Overall Exhbit.Ddf
History (1) Text
1 record Group Export
Date Ver.
Action By
Action Result
4/25/2023 1 CITY COUNCIL Approved
Action Details Meeting Details Video
Action details Meetina details Not available
https://fortworthgov.legistar.com/LegislationDetail.aspx?ID=6175604&GUID=3E9192FE-E4AF-421C-8BD8-893BC447BA2F&Options=&Search= 1/1
THEE CITY OF FORT WORTH, TEXAS X-27119
PLANS FOR THE CONSTRUCTION
OFCURRENT CONSTRUCTION STANDARDS
FOR DEVELOPMENTS (1"-2019)
CHI ^HOLM TRAIL RANCH SHALL GOVERN ON THIS PROJECT
OFFSITE SANITARY SEWER MAIN
MATTIE PARKER
MAYOR
DAVID COOKE
CITY MANAGER
MICHAEL OWEN. P.E.
CITY ENGINEER, TRANSPORTATION
AND PUBLIC WORKS DEPARTMENT
CHRISTOPHER P. HARDER, P.E.
DIRECTOR, WATER DEPARTMENT
S
1
IPRC NO. 21-0132
CITY PROJECT NO. 103610
FID NO. 30114-0200431-103610-EO7685
FILE NO. N/A
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COUNCIL DISTRICT # 6
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DEVELOPED BY: ENGINEER/SURVEYOR
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UNIT I
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DIRECTOR'S DESIGNEE FOR CONSTRUCTION DATE
PLAN APPROVAL
RESOLUTION NO.: 01-10-2020
C,A,l,d, ,,?I-
Apr12,2022
REVIEWED
DATE
PROJECT MANAGER
f REVIEWED
By Andrew Geedmee--N rye, AY25, ]pig
X-27ll9
/
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s
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NOTE.
CONTRACTOR SHALL COORDINATE WRH
NOTE TMGS REPRESENTATIVES PRIOR TO
CONNG ACROSSATMGGGS PIPELINE
RHAII CONTACTTACT WILLIE LEE
IWI)I 645-992n
AN' IF N1CA1Y PA(AVIR.'
. ee®WilliOms.com
INSTALLATION OF
ERACR055 WELL Isl Sheef. Fort WaNN, iexOs)6103
SITE ACCESS ROAD / s/ / / / / DENTON TEXAS VENTURE L10
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OPE
NONE TxAT HAVE BEEN
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AN OBSERVATION HOLE ON THE UPSTREAM
TMGS PIPELINE IS REQUIRED TO ENSURE IST
MINIMUM SEPARATION IS MAINTAINED
NOTE'
CONTRACTOR SHALL COORDINATE WITH
TMGS REPRESENTATIVES PRIOR TO
CONSTRUCTING ACROSS ATMGE PIPELINE
CONTACT. WILLIE LEE
1(817)--992U
Isle IeeNW 1—com
Street. Fort Wdxx. Texas 761 U3
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EACCEESROAD UDEO 1
SWITH CONCRETE COI.LAR PER C0FW
UlILI7Y LEGEND CONTRACTOR To ErFAsr asa+a,_vo
APPROVAL
i8t PROPOSED SANITARY SEWERSURNIT PRODUCT FOR dMANHOLE 8��s uti.Ereno2E�
A PROPOSED SANITARY SEWER SERVICE a Mil?]lE[E✓A]]ON: 89268
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ELECTRIC CENSERNNFOP wP TRENCI) Ha,ao�a N V ExlsnNe CEe LINE or rlvRDE e ESMT. —I __ riuKl W
805 i 805 815 n — _ —I 815 = N
-- —— u_� U
I"GAS NNE
800 800 i / / / / AM3 MLP 81 0
OP RASING lL _ tS gg
795 795 805 805 z x
790 a D We e-2. �MGD 790 800 Ij 4 0@
GD I� oil
o I 4Ed LF OF 12"SDR-R6 PIPE®I Id% Dovtl-I138MGO
m d
785 i G m.d=3D3IM 785 795 o MGD _ I �+� 795
MPIPE®—
Q � deu Ftlof 12 sDR-2
g '3DR I }.
n SLF.OF IT-26 PIPE a$040% • '-
780 I = _ y NRTT E, J. BMCIE
A _ 780 790 6 PIPE ®1 Id 1 790 $ 99368
�Se gA Lf Of It"SDR- ]I� 9, %�ro
-^x� 6 i GCSIO 16IIIII5.S. II 1ISNE "03-I" 1 I I I
^Oi Opm$o —ST.%51p.� 4'DIA Is.S.M.H.INO. 36 SAL Sr0. 4'DIA.S xM. I L E "' J
r6 ALL PROXY MANHOLE NNFR PRODU'T c090E S-301014E LINER I E.lo3 No Icb12
775 s= �' 775 785 ;,' N Ix=]9 RR i 785 IDRR 3AM;R=
j IN Ci CODE1.1D 4 RIM ELEV=81I]D MLR
�CODD NV Ow=]89.90 � i IREVIEw s
RIM EIEV =81x38 I= 20 of 30
$ III m - ' n 'I I S.S. LINE
770 2EER i III ^II a III °I s z z z 780
^os-i^
152+UO 15— ISN00 H.I. 156+00 HE— 1.1. 159+00 16M00Si-16..
eoPmIGHI xa9I DBEflvwRmEN PERMI9veN OFGeooMNa MaR9HOLL.INe. eNLv E\1D612 eni �nolm Trail Roncn\Plans\eiR - section 3 aterte serer\sneem\taflt2-os-Ss avg Fn dor I5 IC22 .C2
NON. ti
S0 GAS PAD
EASEMENi ,
DPF SPACE GROUND coVERTO BE I;FI'L-17//�ERA�AL
x' BEPucEO WITX [oASTAL BERMUDA
sEEDIDO AREASTHAT HAVE BEEN
- - - DWuocD
(/,R
D,S\LV' �� \ \ _ — _ — _ �yM SUB CITW LP uE =aD'
!!WAR !!! ALBIRaDb JUAN JOSE SUR EY C CBON—
FFFFFFF
ABSiRA4i 4 CT 6B03AJ / CCFSF
— DEED ACRE H).9J3 /I
INSiRUILENT21419H09_ "IN AccEss RoaO ER ACROSS w[u 8
NorELu 07/L/f1-COMMYCAMACM
Z!!!
PRaRro�NRiRDDi,DN.
'GAS PA \ Y \ Sb 1&9N0.005.5. NNE "OBI'111
y n
]A. 5>p'E2T' PIPE SHALL BE PER EEEW
A11111 IT Sl AAN.SHALL MEET
---- __ � � R�23'PIPE SXMLBE PERcn
/EASEMEi \ _ \ � LN.STAIlT�l2"ENDdPWG/ � uMEET
PEe H - - - --- v .� . / DEEP
EAmnmE elan" �� �em
\ / \ SEMENT
rKu
\ \\ \
\ — — - — — — _ \ \ \ - 55' OPOSED SA Al2Y / / Ppe
SEWEREASEMENi \ / S. / CAFTE COLLAR DEREOW PEe2yy •"'•C1e+..�u+
ROIF:X \ _ ATINGEORANPROVAL lHFN ue- p<rwcuc
BEEN
EDIAp,�(pByyy'I]yURBFO DU-_----WRLA .S FFEE,RATINGLLC \ _-- — _ - \ / / SyU/// ED EQUALISALLOWEO FOR
P FFXISIING MFDISS((JJ311((CCff4W955 UUhhfE RING CONSTRUCTION SHALL BF REEURNED IO iXEIR \ / cures
ORIGINAL BIATEOR BETTER UPON COMPLETION OF IHF PIII11, IN ME EIENT1NAi GRATB H. \ \� � � / x/ MANXaELINER T'"G EPDXr
DISTURBED, GRASS SHALL BE ESTABLISHED AT TLXW.S BY CONTRACTOR. \ \ — — — _ _ _ _ iii \ / / ' ' AACALLO INDIL4
PRIORTOSOD OR BEFDING, REMOVE ALL ROCKS GREATER INAN I" I. I2IBODDING-RFVIBED ___— /1 Fy
02
ALL DIRT MOUNDS BHALI BF REMOVED FROM MEDIANS/ROWS PRIOR fO BEFDING AFlFR \- --- --- IQ / AON OLu
BSERVABON HOLE ON THE UPSTREAM V
CONSTRUCTION IS COMPLETED. - 60'PROPOSED SANRARYSEWER EASNEMENT \ST %� Z
\ \� PQ�O T \ / SIDE OF THE BORE AND 2'BELOW THE EXISTING
COOYJB OMNOM
820
815
810
805
800
795
790
785
_ \ --\ \ —�
�— %
A3EMENl �
TTAM PIPELINEIS REDUIRED TO ENSURE
MINIMUM SEPARATION IS MAINTAINED
Cud,i
)
- - - - - - - xvs o ReGc�rxEeluPv � /
PACE. B F SURVEY ABSTRACT \\./
REVIEWED
J W X
�LLI
254TRACT 1 &1$4 iR 7303 r� �� o � \
-BEE, ACRES. I J6 \
INSTRUUENT't)-W362 \
By Antlrew Gpptlman at 1:01 pm, Apr 28, 2023
Q F
SA{YCNTREMOVE \
AND,REPiacE
BEMCNNAnFlELEVAnON: efR.OB
M LL
LL LL
. — — — —— 6H SYOFEXISTING \ eq
'— ASPHALT PAVEMENT \\ / °\
WILITY LEGEND
w,GEnOFwavor.w�vnsresgv eLw aE
EiEasT°E ER30NOVV
cc
OO
Sb IJd+89.d6 B.x NNF ros. T"
CONST.SID. d'DIA. SS.M.H. NO. 38 \ /
s� PROPOSED SANITARY SEWER&MANHOLE
y8� PROPOSED SANITARY SEWER SERVICE
IXISPNG GAS "HE
aNOS urnere creEc°it OMa
6EAC' MAn/IECE✓A MN: 892BR
C ?>
C
-IR1 INSTALLODORCONTKOI \ /
OlSLI E "OS-1" SEF SHEET 28 \\ /
INSTALL UNIIIY MARKER
S.S.LINE• 823.1E
IXISPNGOVERHEAD UTLItt UNE
fT POWERPOLE
rzF NOF� TON
C=KOR ANOWILLOSC
W BFANCN HAY
co
0 0
O OO
RIM EIFV
4H9L.i DEEP RENGH�,— STEWART FELTZ DLi DEEPTREN ne GKNLI
PROFILE SCALE
II\
I N°alBab.;=a°
N H
---------I
_ROAD F
cFNmlFe101 E o1YPE ROFILE®
U
—__------
ROW
820
�
N
WAM I \l.UlE`�
.
`PIINREPROOSPNEROUID PROFILE®
LINE
815 o' C
800 2-1-2-2
' NA1'TIEW J. BMCIE
795 $ 99368 s
L E �� ,a J
790 1 RSGN/oREi A /RS
F RE M.1a
21 of 30
785 I S.S. LINE
^os-T"
--------
DB,2 -—NN.1.11
R- 3en,o
J DIIaRe Be.e,\FNee,s\,D812-DB- H — D. 012D22 DRa3
825
SHE SHEET 23
--_—Tr
' I
----- 1
__ --
P L-tL1 _
�ary+Be �;a.� 1 i
_—_
d I � � � � j / / / / / / wimas.R9ss uxF rasa• -
IcoNST.3m.r RA I—H N—
I
------
-LF
30DLF DEEP TRENI —FILL
CERTEDUENE FUTURE PFOPoSED GPoUNDPRON PIPE
825.
/
830
PUTURE.,
820
815 CE �3nNGGRO LE®
NIFRNPIPE 815NE Df PIPE
a
810 (.0�, 810
o � OPrav'tl �e 6]3 MGD
805 a
800
795
825
5 ERISDNG GROUND I
<FNFERUNE Of PIPE
810
800 805
795
gi 7909 795 Ali
171+W 1]2+00 I]3+a0
S.S. LINE ""OS -
I BACKFILL Ill LI
CFNIERLINE Of PIPE
46 LF.O 12"SDR36 PIPE w'0d0%
9Eo�
tee, gaom5a
O,>Tu
a g
n 17-0 m 175+00
N
W+E
S 1
GRAPHIC SCALE 1-w
`I
�� e'ainR�o�awr.r«i
lR>1/u9-aNagyA
NOTE NOTE
SEE AREAS EL PE. N,
D IF NECESSARY PROVIDE
E FFr DENUDED n,ATHA�EREEN EAaEEON.1 ERa�RDssWLtt 'En
E m^ I/,D/Pm.AP,E3,LIS.30E3J
AIIIIII�VFU
USE H
UTILITY LEGEND
�5� PROPOSED SANITARY SEWER B MANHOLEFPPROFEEiEaSi a90x Rr-w
PROPOSED IANTARY SEWER SERVICE
R VA E%IS71-GAS LINE HEMLXNARXME[EVAfp :gy.dg
E%ISTING OVERHEAD UTILITY LINE
anxG EPG POWER POLE
MANHOLE LINER ELEVATION aREA%LINE
� I PROFILE SCALE
/ —11 DEEPTS—FACKFILL 116 L F DEEP TRENCH BACKFILL ' emc�IS��le i' a0 I o roe
8 850 -----� i 850
EXIS"' GROUND PROFILE
EEHTERLNE OF CENTERUPLE OF PT
825 845 i 845
REPRGPOSED OPRGNLF®
`i
820 NNFOfPIPE�ROUN i p — 840
I
815 835 � 835 835
825 825
Oflrov'tl=105)MGD �
820
805
800 810
795 m 805 m
Vd+pO I
UW
Z
Q w
Wa
J Hw
H
LL �
LL cc
~ 00
C 12j
JMcc
O ZOLL
O
2�
N U
= w
UN
E
820 F— 2- 7-2-2
gOF 12'SDft- E;' �L♦p
a,,2 L F OF 12 SDF,Sl FINE ®S"" i
11 NII U, BI
815 $ 9 C,
„EOG�
3 9R933.NNE�G3.1•• �,�E�
IN,N.PonM.
PROD ETTCODES-301.1/
816.0512
BUNS OUi=815.95 1 DAIE SAAl e
RIM 1;1 T 31.19 IA-1
INAvfwORFi
2 of 30
805 OS.
vat+00 + laawo
�1 s 2 cn�� E.Im -fl Rai 1\PlN— - S-- a ar.n. 1 1. xa, zs —2 09n
21 1+2"
Il
Sb 186+30.36 S.S. NNE "OS�1" %F INSTATE N�Iss /d�7/\�\
CONS!. $ID. J'DIA. SS.M.H. NO.N F / JB LNfDB&'1LD®0.J0%
IxSTA ER acaOsSw[u \3 G /
FIM ElEV=835.35 / / H'INV•819.06 � bITEACCE55 ROE.AD
Nb90668i98t
J0838.666 NOS
GRAPHIC ALE
]e. =d0'
\ � 0 SC b 80 120
1 \ SPEC 33 3120 AID II MEFi
GORE PB 2DEEP
\ \
INSTALO \ Y// ANP
\\ / \ FLINER TINGEPOKY 21NPoxoo»�uri:FeswN �m
BS S.S.®
8"END L. \ I \F\ \ i \ py �O
8"INV•8T9-91 FI J \
N 2Je0J-41 j qp m
F• S. E, I E
\ \ / �'F F Uv[LUM9JkvawvA
CONST. STD. J' DIA S.—H. NO. TPEE
EFMLDA
—ELEvfR y// BORE PIi / 1 AV AREAS NE BEEN
%Nsf9-Pop
e3zJB \ /
\ \ / axI'n.orc -
rEss cwmcs
Z W
5'PROFOSEDR., SAEHT / ^ Sb 18 SS.S.IINE"OS-1" \ / SEWER EASEMENT L
C B DIA. SS.M.H. NO.IJ ODOR CONTROL
CC
SFF SHFFl25 N
W Q
CONIJEIC1DdMOfE �1 RIM FIF�.3J1.1 I REVIEWED J W
G..—N al9:01 pm, Apr 35,.23f r
RAUTAGEEASEMENT M � K. D�
UTILITY LEGEND LL LL�
�X \;, \,R 935-_--- st PROPOSED $ANITART SEWER BMANHOLE FEET w°men oREreOV2 Oo
PROPOSED SANITARY SEWER SERVICE TM HEAL' MA?/IELE✓AIfON: e9288 C E
'(� \ as5vc2sArtFnsruLrounsvm[wmeew'mrmOcrorvsmaemw A � CJ \� �D� I
IXIXSSPPNGGONE
POWEGOVERHEAD UTLItt UNES.S. LINE RPOLE CREEKOF E'1O°F� rDNO
Co MH
ZD
I PROFILE SCALE
OLL
TS 12F,DEEPTEENCHIBA-11 2m L F DEEP TRENCH BACKFIu L.F DEEP TRENCH BAC 2iLFDEEP vemml xoie i'=ao /A
SAG— V / V
835 \ \ y \ o H. 835 = N
B
fIRURfIROIOSFDGROUNDIROfILE® WER LU
CFNrtRLINE Of PIPE
ROW -�
830 830
\ ERImNG GROUND IROmE ® /
CENTERDNE OF PIPE E
gII II \\\ ---I--
825 C�N3 RUOi . — _ _ 825 z g
G d=ldSrMG
'M GPro.a=lav MCD RTER
IRE H \ ��INSTALL 3Ao LF. CONSTRUCT GRegd-dsoM Q� R�
Q SrGP BACKFILL TRENCH
TER STOP J
820 I G 1anMNCL. IN DEEP/ RENCH� FI "DIP wI PRocio dot®odor 820
66 26jL F.OF 12"SDR-26 PIPE®040 ✓ \J d A V
ILE 2111 OF 12"S-26 PIPE y 0 d0% I �L F 2 "STEEL CASING D' O.4DS
(W/MIN �HICKNESS=D325"LCOATEDIJ O
815 a IF 815
a F _ z 2 ]
i�A'w-
otl
K„» �p�gRpago> N$FA`y T-TSIE9W�c9c3xJ6s. C8B�
M
o_ 810810"00M .8
'`N IAVL yEir
gSogmsa R"�G�4 =GWFo�a L E ,a, J
805 JnMi
ix
�
Q s» - a d F TAI-El M
i I 3 of 30
80 FLEEv a =I m m m m a _ m m Soo
lar.«m lal.ao lez,00 Isa.00 Isa.Go les+Lw Im+oo la/wo
PmwNr mz� usEBvwRmEx PERNlsvw crGcolwnxa NaRRlwu. wc. axLv E\taBlz - cm.nolm Tbn Ro«n\Pm�.\cTR - s<n,a, 1 —1. B<.<.\Sn«1.\losl2-o5-BSJ.9 11 Na. 21 2122 1121
1. NotMwllon
I The party requesting such Crossing shall u e its best efforts to p-dI ETC with its linal;zed plops
Ind profile drawings al least lh r,Y tlays n(dSO)rp,- to any related construction or mamtenance IdU,tY
The pipeline tacit dy shall Inclutle, but t I dad to, rights -of -way, feel properties, ease nts,
Unplelsses,l eater a d r L tot fir ETC td. rdid! wive sites (ETC Pipeline Fauhty Flcillliea')
agree y g, no equipment shall enter onto ETCrs Pipeline FocAlfy
unless an ETC representative is on location
I, No excavation sho, occur in the vlcmlty Of ETC', pipeline facility until
1. In accordance with Stote dpprowtl Nobf-bon Centers, ETC th II be notifed at least 48 hour. in
ativ - of any con st-t- o amte-do activity ETC c ently utfl- the Texas Excay.Uon
safely system (TE55) ds 0, nothcabon center uIt contact the TESS nobfmabon center dt
Bit 0 1-800-344-83]], in addition to rfi-tang ET'
's held r Pre entatiw James Holman It
(81])-304-]488, before commencing any Crossirg at or near ETC, Pipeline Facility, antl
2. Unless oMerwme agreed to by ETC In writing, an ETC inspector I on site to monitor the excavation
actin ties
2. Dral for PropasW CanslNotion or Mointenanee
An sad c nslr 0- o Inlenance actin, n the v li l of ETC 's Ill Faciht well re submiltll
of final plans antl file drdwin for view and I b ETC. One of these d- It
be bmPitled to ETC's Encroachmsent Department Ioco.1 t 711 Louisiana Street, S1Ite 900, Houston, Texaa
]]002. All plans and tlrdwings must show In tlelall, all of ETC's Pipeline F-1 ty, its co respontlirg nghl-of-way
and any other landmarks that will a sill ETC to delernlne the I ... b.n f the 1ropos.1 Crossing and the affect.
of the proposed construction or mamtenance activity on ETC's Pipellne F-ty
achmenl agreement mdys be reds ,drpro y for posed construction or mamtenance within ETC',,
Pipelne Facilllye se ETC shall be r P-Iible To, preparing such en .achmenl agreement and shall bear
the cost antl xpenInII
di preparation. Such en r achmenl agreement shall outline the responsibilities,
ondillons, and habilib- of the parties and must bed fully executed and In ETC's possession prior to d-hr. mng
dry construction .aunty.
A Inauranm Cowrags
certain instances, tlue to the type of crossing requiretl antl the dpmbrol, impact ^pan ET" s Facilities, ETC
may require evidence of comprehensive general , b,I Ity In c rage prior to a y construction or maintenance
dainty in the v in fy of its Facibfies In Mee ant Il d, ETC �equires eVd ce of comprehensve dgenerdl IiadAlly
e, ETC and/or its .foliates and related companies, whichever the case troy be, shall be n mad as Iddrbon.1
neared.
5. Crossing Plpellnes wIM Heowy EWIPmant
To protect ETC's pp- ellno relaletl Fdcllilies from Itl-... I external loading, ETC may perform a held su
and o engneen.g Ludy for determire the effects of any proposed acbwly over Its pipelines o related Facibfies
Mats, timber, bridges, or oMer pdrotective malenals deemed ec saryd antl appropriate by ETC may be required
and placed over ETCs pipelines r related Fdcllilies for the duraLon f dry loading
9. Exoawtian, Cuts, ar FIII near ETC'. Pipeline Fxgily
a Unless otherwise dgreetl to by ETC In canting, an ETC representative will be on location pro, to and during
construction acbvily with.. ETC Pipebne Facility
b. No hedvyd equipment of any type will be permitted to work daectly over ETC', pipelines or related Fdcild-,
unless tbo-- agreed to ir, wnling by ETC
c All xcawtion wdhin eighteen Inches (18") of any pipeline will be performed by band At the secretion of
ETl„'ge on ('e8)rendr„sean talive, excavators may be requiretl fo hontl dig beginning of o distance .realer Nan
d All a vations within E1'. Pipellne Faclllty shall be backblled with , of eight (8) rich Ilfls of backhll
material, clean antl free from rock, trdsM1, concrete, dtrIh. or hazardous material antl compacted to d
standard proctor density of 95% using mechanical compaction equipment Soil backfll must be compacted n`o
Me satisfaction of the ETC .peas Inspector so Mat settling does not occur.
e. No grdtle cuts well be permdted with.n ETC's Plpelme FacAlly unless otherwise dgreetl to in canting by ETC and
w M ETC's representative on location An engineering study may be performed to ensure that me lateral stability
of ETC'. pipelines or related F-tides are not affected.
f WfiI, boring undd, ETC'. dpipelines r related Facilities, the party wth the app-d Crossing plans and drawings
shall expose a m .imam f twenty-four(24) Inches below the bottom of cM1 pipeline to a sure vertical separatmn
of not less tb an twenty-four (24) inches of clearance Plan and profile drawings are required for all proposed borings
g No fill shall be perm RIdd wiMln ETC'. Pipeline FacIIRy unless otherwise agreed to In canting by ETC In n cant,
shall m re than twenty-four in es (24") of earthen fill material, free from any rocks. [cosh, co crele,ubbmh. r.D.,
hazardous rr.td-ls, etc, be permitted within ETC'. Pipeline FacAlly, unless otherwise agreed to in writing by ETC
h Earthen c ver over ITC, pipelnes sb all be thirty-six (36) inches or o less than what w onginllIy there prior to
any conslrucbon. In the I_,
Mal ETC tlelernines that a lesser c will not In a U, nsk to the public o
rd I. the risk of a break, leak, rupture o other damage to ETC, pipelines o related Facibfies, ETC may .Ildwr
I lesser earthen corer, In d minimum amount ds tlelerm fined solely III- the discretion of ETC.
1. No trash or debris ,hall be placed In any excavation or left in or on ETC, plpellne Faclllty.
]. Abowgraund Appurthir-ill Stm.toraa and CbeWotime
Unless otherwise agreed to in writing by ETC, no aboveground appurlenonces, structures, or obstructions of
I
to porardyt or permanent nature shall be located within ETC'. Pipellne Faciht ' thIt, in any way, Interfere with
operating, aintaining, acc sing, inspecting, repairing, modif nag, eplocinq or elocatinq such Fo<ilifies The
appurtenances, structures, and bstru clions Include, but a t limited lo, the following buildings, structures,
.ib"og.. util;ty poles. steel towers, guy wires, o r structures supporting aerial lines, solelllle dishes, manholes,
catch basins, LNI,ty pedestals, transformers, IT
ehhytlranb large spoils of earthen materials, decks, pools, boats,
RV., balers, storage of F-d- or non -hazardous materials
S. Prapased Pips and Utility Lines
o. General Guidelines
I For Me safety of me public antl to less n Me ri k of d break, leak rupture or oMer tlamage to ETC, Pipellne
Facility and furMerance f me TexaseHeallh and Safely Code, ETC's Pipellne FacIIRy shall be positively
located by ETC before any Cro,slfg, are nslructed or Installed near ETC's Pipeline Facility Unless otherwise
gg ed to in Ibng by ETC, ETC quires ca minim clearance of twenty-four (24) Inches be maintained between
ETC's pipeline (top, bottom, antl sitles) or relaletl Fdclliles antl any foreign II or fdcI.-
2 All f,-gi, lines shall fully cross ETC's Plpelme FacAlly at on angle of not less than forty-fve dIgrees (45'), or as
re Possible thereto Buried abl,ty Imes must be identified with permanent above -ground drkers where '
.es
enter and exit ETC's nghl-of-wady, wh.c rights to install antl maintain the markers, shall be the reap-BlIity of lM1e
foreign tine owner Longitudinal cupancy of ET- Pipeline F-Ilty will not be permitted
3 No manholes, valves or other appurtenances will be permitted within ETC'. Pipebne FacAlly
4 Vertical antl horizontal bends shall be minimized with.n ETC'. Pipellne F.l
5 ETC'. plpellne Facllltyis -t-i ally protected All other cathodlcally protected faculties that enter or cross ETC's
Pipellne Fdmlity m It
t odve best leads installed Any Inquiries for cooperative testing should be directed to Me
attention of ETC's Field Representative on location
6 All underground utilities (other than residentiad l telephone, cable TV tl 24 lines)
may require plastic identification tape Installed n closer than eighteen (18)It DC power inches above the I.-
d. Water or Forced Sewer Lines
All water and sews Imes -1 be either (1) ductAe iron or steel casinlgd'uodled to protect it ham ETC's
dolhodic protection) or (2) encased plastic schedule 80 PVC for A mi of 5-feet on either side of any
ETC pipeline or related F-lines. Forced sewer Imes shall have no pipings a eclions located with,, 5-feet
of any ETC plpellne or related Facilities or placed within ETC's pipeline a semen,
c. Communication, Power or Combustible Mdteridl Lines
1. All underground fiber optic cables, telephone antl television cables (other Man residentml leledpflone
d c tits TV) c slog ETC's Pipeline FacAlly shall be either inIlalletl In ngid feel --F schedule
80 PVC conduit rend. ea In orange concrete (4-inches th.ck in all directions) for the full width of the
nghl-of-way
2. All underground electric cables except 24 volt DC power lines (Including single residential se e drops
smg ETC s 11,bes shall be Inter nsldlled 'n ngid steel conduit or hedple 8O PVCconduit encased
in red concrete 4-inches in all directions for the full width of the ri tit -of -cad
( ) 9 Y
3. ETC re om entls that all underground residential telephone, cable TV and 24 volt DC po er Imes be
encased In plastic conduit for the full width of the right-of-way
9. PropoeW Roods, Streets, Driveways, Aadsss Ways and Pal Lots
17. StatabbI Rparding Coidslines far Cans4w.ti. and Maintenanea I r
Certain onslructnn antl mamtenance Iclivibes maybe re awed d Iplpr-d by ETC at o n e Somt time, but of
Im medidtely Installed or performed. Therefore, all dnslru01. and mabtenance acllvitles o,bj,,t to the Guidelines 1
In affect at the time the work -lastly lakes place In .Gabon, the guidelines described Mcum ls tloent represent I
those intlustry stontldrds that ETC believes m e minimum o ceplable sfontldrds regardnng third -party construction 1 1
drawings, ETC moy. In the a ant that ETC determines the c ..tmcfion antl mamtenance activities w ncred e d nsk i
to the public o ncre e a nsk of a break, leak, rupture or o other damage to ETC's Pipeline Facility, Ilrequire sfo'Ifcations
n furMerance of the Texas 11-1th antl Safety Code. The party requesting s,,h Crossing agrees to alter. m.d,fy or hot
any construction activity, which in the sole opinion of ETC s , will increase the nsk to the public or increase the nsk of a
break leak ru lure or other d a to ETCPi dune FdcAll
P 9 P Y
streets, d- dyI, access ways, etc, did ... it to c ss ETC', Pipeline Facility n the event it Is dlt, inetl
by ETC that the roadways, streets, driveways, ac ess Ys, lc, will mcre. risk to the public o nc e
nsk of a break. leak. rupture o other tldmdgec to ETC s Plpaine FacilRy. sETC may require, at Iher,oler cost on
expense of the party requesting r h Crossing, the installation of protective material as may be deemed necessary
by ETC to protect the public ETCI Pipeline Facility.
b The ,ref,-d m m e.rth c r over ETT Plpelme Facility is forlewedight (48) inches at III roadways, streets,
driveways, a ways, etc, nveluding adI -k ditch lines In the t ETC determines that a lesser c WII not
risk slo lM1e public o risk of a break, leak, rupture o other tlamage to tie pipeline o related
Fa I,FAs, sETC may allow a lessernedrth ec - as determined solely within the discretion of ETC
In the a ',t the required I unl of co not oobtanable A. refieated In fin llized plan and profile drawings, ETC may
require the Installation of protective material at no expense to ETC Cover shall be measured from the top of ETC', pipeline
to the surface of Me road
c. Roads no streets cr file tYlereto E U'. I ilriPeline FOId Ibe shall shag tt an -Il off loot IIII lions free frrly-fiw deddr.. (Lon) t drool o r f tipold tit-of-w. will pal be shop lied o r qh pipe o o any cross rs gi u
occupancy o g y perms
d No parking aasor the like will be allowed o r
.o s to or ss ETC'. Pipeline Facility unless ETC del-r- that the
o
parking a etc., will not In nsk o ,strain dIts fa IDI,, In Snsk to Me pub, lc antl/or in
of a break,leak, rupture o olhersr damage fothe Facilille.ETCd the party requesting auch Crossing installs, at its ..I. ..It end sk
expense, any protective material as deemed necessary by ETC to protect Me public or ETC., Pipellne Faclldy.
Permanent pipeline marker(s). provitled by ETC, will be In stdlletl al all road crossings
10. Dbpoeal Systems
No erobd septic systems, septic tank,. liquid tlisposol systems, or M1ozdrtlouI wdsfe disposal systems will be allowed on ETC's
Pipellne Faclllty or wthin ,wen ty-fIw (25) feet of ETC's Pipeline Facibly, unless otherwise agreed to In -bra by ETC This will
edude. but I, not Rinsed to. dfguent from , wog, dl,pasdl systems, the d,I,horge of any hytlfocdroon sub,ldnc,, the
isch.rgI or thIposal of any regwaled waste, eor Iny other discharge mat may prove damaging or corroIT. to ETC's PIPAR. F.anity
it. Impwndment of Wall
o In order to provde for the adequate maintenance and operating of ETC. Pipeline FaciAty, the impoundment of wafer on ETC.
Pipellne Faclllty will not be allowetl.
b Temporary soli a To, and sediment co trot devices and to, water detention basins/traps will not be permitted on ETC'.
Pipellne facllityrurl- otherwise agreed to In canting by ETC.
12. elaeting
To the extent it impacts the lateral stabibly or otherwise endangers or Interferes with the efficiency, safely, o conve t operaliol
of ETo,I Pipeline tacit sty, no explosive detonations III be permitted with,, JOO-feet of ETC'I Pipellne Fdcllily without (1) prior
ndlysis and wnllen .,prowl from ETC and (2) ETC representative o site during blasting To delernine If Me detonation stress,
will be dotril-rd-I to the safely of ETC'I Pipeline Faciht, mformabon requlred to complete ETC'. "Blasting Data Sheel" must be
submitted to ETC for evaluation Ind ..prowl no less coon 30 days prior to the proposed dole of blasting activity The contractor
13. Landzaping & Itrlgation Systems
Landscaping within ETC's Pipellne Facility Is limited to lawn and low .rowing (less than three 3-feel al mdlunly), shallow rooted
shrubberyd Unless otherwise greed to In canting by ETC Ind the party requesting s h Crossing n In c achmenl agreement,
p opting f shrubbery and installation of irrigIIII ,stems within ETC's Plpaline Facility shall be It the rsk rof the landowner and,
an^ enb cat, of be permitted closer than five (5) feet from enter side of ETC's pipeline or related Flcllilies. Irrigation systems
shall of be directly installed longitudlnollywowr ETC. Pipellne Facility and shall not be buried deeper Mat 12-inches, r gordless of
location, from the surface of the ground ,tln ETC's Pipeline Flcioly No trees or crepe mNlles (unless tlwarf vanely) are perm Bled.
14. Ppalire Mafkere
The party requesting such Crossing will ensure that all temporary and permanent plpellne markers installed by ETC are protected and
oinlolned It all times d,rine construction or Cro,smu relaletl octivdy. Any W-on,nl mo ke s ddmoeed o re oved will be redplocetl
by ETC It the sole expense f the party requesting s 1, Crossing No work ill be .11...dr tore until, It, opnion f ETC,
sufficient plpellne markers are n place. Undublor.-d damage or remowl of pipeline markers Is punts II by Fetlerdl law.
1S Right of Ingrew And Egr-
The ue Forty reqstinsuc g h Crossing shall flaw the right to Install fences on over Intl a crass the Facibfies, provitled. l owever, that
ETC hall haw the restricted right of ingress Ind grass to its Facll Riee It all times ETC, al Its sole option and discretion, moy
requ., bhe party requesting such Crossing to melon, IF is ale cost antl expense and for ETC'I benefit. a walk gate db least three (3)
I_
in width for re Idenbal lots or gate It least twelve (12) feet In width for rural a at each fence c sing ETC shall provide a
o, for duch gale(I). Slid Vol (I) shall 1i Installed as to provide ETC wdh ingress Intl egress a s to oils pipeline o elated faculties
and to m n mae vehicular and equipment travel over ETC's pipeline or Facilities The p.rtty requestngg uch Crossing shall be responsible
for keepinglMe enclosed portion or ETC's pipeline o relaletl Fdcllilies free of any tlebris trash ETC'I pipeline rel1d Faculties sM1all
be positively located by ETC before dny fences I constmcted o nslalled near ETC's pipeline related Facilities Post hole a ...lions
for fencing placed upon ETC,I pipeline related rF-111 s shall not be greater Man I depth of eighteen Inches (18") below tho xundisturbed
erode level no, closer than five feet (5') horizontally ham ETC's Pipellne o related Facildies, unless approved Hfing by ETC No oMer
xcdvotions of any kind may be made in Me plpellne or related Facilities without the prior wniten consent of ETC
16. StathnI Raga Wing Existing RIgl
NOTHING CONTAINED HEREIN SHALL BE CONSTRUED TO CONVEY, WAIVE, OR SUBORDINATE ANY OF ETC'. EXISTING RIGHTS
WHATSOEVER SHOULD A CONFLICT EXIST WITH THE LANGUAGE CONTAINED IN ANY ETC ENCROACHMENT AGREEMENT,
EASEMENT, OR PETITION IN CONDEMNATION AND THESE GUIDELINES, ETC'. ENCROACHMENT AGREEMENT, EASEMENT,
OR PETITION IN CONDEMNATION SHALL CONTROL AND BE DECISIVE OF THE ISSUE.
PARD City Forester - Add the following ii motion to the General Notes (Cary C.de33y3,T1
'Tree rem I from City ROW requ,- permit from CARD Clty Forester Permit application online
8
at htlps //www. b.-Ithtexas.gov/departments/parks/services/forestry under Permdting Ind Plan
Renew" sec lion. Review/Ipprowl of these plops does not c nsblute approval to proceed with the tree
removal unto the corresponding ROW tree permit has been issued
purposes, including a requires permit ham PARD
"Pruning ai ROW trees for c oi, IS cerb-3 acbonst. For permit, contact
aly Fofesfer antl use of do
r/ m
grrelated
CltyTreePerm lts®forlwort, Texas gov or 81]-392-5]29 or 817-392-5139.
1 1 .
PARD Assessment of Dapr�@@ee roROW Treed
kt
Contractor wifflAic rees In the conhac I before contras work bra gins, any tlamage will W notetl and reported
L 3]n
O tom
tohe
the -It, Admmiao-amr
L Th, Contract Administrator will contluR rondo, checks ofthe trees spring the contmR Id-
1. . y-d-th-roftlle cont-p od,Gry Forester, Contract Ad-rIt.l., antl Con[racor
Will
m
14.anCendtgM1e -11brd t.dbym.l.theC,IYF.Iezl,w.lhl.pyt.C.I.IlflieandtheC.nt.,t.,.
1.5. Contractormayh-MV opbonofreplacementorpaymenlforsaverelydamagedlreezatalocationmbedezignadd by
PARD. Replarement shall be made on a ca lip., -per callperinch basis wrtha minimum sae of replacement tree of 2"In
T
y
rallper fort-- dam god or d which are Id Itlbh andtl2"p rich force CB rg ter.
removefor Me plan wa in en nceof mz nt treesfora pCdri
zhaThe
Clinrll be re ono[
v
1ponslble
[d
less than eMat doe ethe 2 yea eztablisM1m p riod shall be comvensated for by Me n a orto
W
PARDtree fund a[a rate of $200 per callperrvnch
Z ?
1.6 slightdamage shall be defined, in the opinion of the Ciry Forester, as damage Mat may heal Exampleslnclud.bl ndl
Q W
Ilmltetlto:swring ofthe trunk into the cambial layer%"to 2"In wlMh, but less titan 1/3 trunk circumference; orbreaking of
Ilmbz less Man 2"hdlame[er or limbs less Man l/3 trunk caliper, wMchever is less SllgM damage shall also include: removal or
M Ash
Li v�(n
CIG), dawnof t. ,: ivetreefencingpoorto end of consbuRian;s[o,rig equlpmen[ar supplies wi[M1in the cdticel root zone
within Me cR2, but no[clozer la the trunk than 50%radluz of Me CR2.511ght damage to
I I, ordisgodngodItI'It.
J
-creM
0foreach inetance.Each day tree (ending is na[proPerly placed, equipment or suppllez
ess shall beazzezzetl rtara[eofild
`W`X
rLV
W,
ares[oretl veilhip CPI, Or fillaztored wah.n[he CR2 shall be considered one instance.
� '^r
US Aderote damage shall be deflneE, In the DPlrl.I of the Ciry Forester, as damage Mat c-lbutez to the poor health and
red. Id longenty of Me tree Examples include, but ar not limited to srarinq of the trunk into the
e0-1,
� 1.��
LL
ambial layer greater Man 2, but less than 1/3 the circumference; or breakmg of Iambs m
a camp
than 2" in diameter but less than 1/3 trunk call er Moderate dome a shall a nclu tle- action
p
L �
r
00
IftI
s g.9 f or fit ling in 20%-1 of the CRZ o of 4 e 50% r of the CRZ,
r tllsipa Indg of poi ncretde wltdM1ln 509, r of fs de�,R nut tl r mvges shall be cdlculotetl
S �j
It rate f ya the assessetl v lug f tM1 t ee per each in la ce If I-"
L r
M
1 8 Severe damaged or removal of bees 1 subject to penalty of $200 per dnmeter inch of trees
oved or damaged for trees less than 30" DBH or $400 per diameter inch for trees 30" DBH o
greater Severe damage o vat shall include, but Is not limited lo' s ring of the trunk to the
olhe
Z o
O O LL
ambial layer greater than 1/3 ce; LIP or sing I tree to lean, o
trunk circumferenprooticausing
T
damage to a d.-ding branch or any branch greater than 1/3 of trunk caliper. Severe damage shall
y
also Include' compaction of soil, grading or filling -A than 20% of the CRZ, o wIMIn 50d radius of
the CRZ, o e than o of 4 sides Cutting 1/3 of the buttress roots within 3 bin es me
r
/A
VV// y
distance of the DBH of me tmnk, or cutting 4 roots 4" or greater In diameter within 4' of the trunk
W
shall also be considered severe damage
'^
V'
1 9 Brand, es shall be m urea at the point of attachment o at the lateral to which the brancfl
r '
ould be pruned back as cto ording to ANSI standartls Trees collper shall be m ..od I cording to
a cepled nduslry sla ,.- Trees greater than 6" in caliper shall be measured using dmmeler at
V
removed by me Forestry Section s tree removal contractor It the Contractor's expense
110 All damages shall be poll to the City Tree I`- Failure to replace or pay for ddmoged trees
III
all result m a breach of contract antl the Contractor will be automatically ass seed d
Damages as tlescnbed herein shall be deducted from plymenls otherwise due toeamages.
lhe Contractor g &
111 In formabon.1 Item and contact Chapter 33 of It. City rode glues the City Forester, who Is a R8 @
IF sad out of the Park & Recreatwn Department, ),,isdictio. o oll city owned trees, which includes
the street ROW and City parkland Our planting, pruning antl re al permit process is h-IIII m
separately from Mal of Urban Forestry antl is l, tldilion to any urban design district
requirements/processes, p Dare aprtment art of the zoning ordinance and I e cedeby plans
wloSIT-.
a miners In p 5
the Depmenl Sery s Depofor compliance w5h the zoning requirements. Contact xd 3 i C
DjLjtilv (emlA) or 817-392-5729 (Phone) or 817-392-5739 (Phone)
F QAp 2-]-22]
6V
NATTEW J. BMCIE
� 99365 s
r�
S/CNAL �
REVIEWED
l
L p m J
Andrew Goodman ar 4:OI m r3s z023
BY P , AP ,
ss
1 DscWDRFT
1 RF w M
rE��AaEAr,�y"arMEc�vAryReu.ee ��
I=yR240f 30ta
cR[EfiPR AMP znu0weRAMCW wnY
GAS PIPELINE
CROSSING
I CROSSING
NOTES
FMasts - cN.nm,. - a h\11 \eta -senior s on.l. s.w.r\span.\1.a1z-one tfirri 9 ... ran oT 1- 13zz
GENERAL NOTES
Division GI ? General Requirements
Generm
1 The Contractlr steal b e ons a for Iota all Ili wM1emer public or private, pr e 1 ids thrust restraint by mean. of restraining joint. at Gating. and concrete blocking Wnen
.'aybu., Them motion sands eatobs- wand. spettaI t�ewM,lig ,de,gend raamuea -t noolEy �n6dd- on the Drowlnoa, vrk°ine mra.t rat ralnt of deaignmm iomn beyontl lnTh
egos.. 1. the s�(e b open ximme ntl dnea . motion a mnea by the o r .f .ad a i niga add n be copable
a fa ( r 'ins tlmamf a io tam e
de drountl a ilities or vn p e ical o es nobserre n IM1e fieltl The Cty ode Entgineerh Contractor shal1Prefer to °Illy Sbndortl Debits .for da e
uM1all of b responsible for th accuraeyr om nlefeness of any au mformatin or The 2 All ductile von ecnanicol pint fitl sM1 ra'ned to Pipers ,in, Greta ner glands
Conlroclor shall have full resdonsibilay for re`iewi g and checking °IlcsUth mformatlot of data. 3 Prop ... d water m s snail have o mum tsofu48-inchea cover boos the top of pipe,
fdr cabng al undergrb-d clifies. fo °ordination o the w with Ina owners olM1erwise eon (hti a wmges ^ detail` bo
dergoround facilities tl nng cons m f r h, nits(( an pr,t,.tion (Hereof vn nng 1^lesgll ter services sM1 al a install above s arm sewers, except where thaw, otherwise in ti
n from t Worktl This wv n
of Work, the clost tof rwh ch shall be included in the pr ce bid ne then Proposal for vo de bid to 5.owi Elevobon dc,li-ent vt cnnecte- may be made wlU bends, offsets, or pint deflections Joint
Rem. The Cntractpr .n f«tee .wire (minty impnim) o agen,u In writing ecbnd db noI « eed arty pre iI (SD%) . maaI d re ddb.nd.
of 48 M10 Sea Temporary pressure p etl for se ggn of co of pr w.fer
Notify TEXAS A,, ((1s�eoof-DIG-TE85 or www I... 11 org) to locate exisfing a ihbes 11nes snail be c niddered subsideryu to the workuand,shall bennaludedn In nlhe prtice 61d In leered
pnor to constru than t Proposal for venous bid Gems
b CoUllon! Boned eectnc lines may exist along this proect. Cd- electnc°I pandas
48 M1ours pno a dx ion Sanitary Sewer
c Caulinl rBuried gas llinea m xist along Mis project Contact Me utility owner's 1 verify net all c salons to the sanllery sewer system are for sanitary sewer only. Notify Cty of
repre.enlativd 48 hours pnor to e�cavabon, d within two (2) no.,. of dnc ntering a any discovered illiat c n dclions
ydas line. 2.b The Contractor sM1aln be treble for all damn D, p.
Caution! 9ddm Gomm nation cables mot exist along <M1 project Conbc( of new pies properties home` entl b..ements iThom ded
cation companies 4sI hours prior to ex .vatio s w ich may resin nn e f s o ntli or on ^omen of Hne p
an C..I- µHen doing w- within 200 feel of anyna�gaallzTd inte section, the Contractor Contractor w d open clean oafs ere ble bThe Contractor swill b responsible
notify Trofhc M .dg,-lit Div o City of I- h /PW, 2 ho ,I.
for all clean iupba ciatedt,nth opening clean outs. a
ovation a Contractor sM1 protect existing signal M1 e, ground b 3 F.r d1l nitary sewer service connecfins of monM1oles, p ontle a hydfoulic dlitle in d
d
, and underground c signalintersect ons ized An tl m.ges at tletails
sigallzed loM1eopsrinection..hel be epleid at the pense of the Conlracler. The
wi a
Contractor s ontadt Ire City at 81/-392-8100 to 1conduit in .dote. at 5
2 M1
f gnnTheaConi h` sM1. notify to Cty of Forte Worth Pro act M nvgerr 48 („ours pnor he iM1e
start of any excavation ha0rew Goodman 'in 7-392-6251) n ^
2. Contactor'. poeeonnel s nave itlentifNl clothing, nuts or b.,g of all times which itlenthy
e Contractor's n toga or cam any
3h Protect concrete cur and gutter, arivew... . dsidewalks that a e not designated for removal
Removal and replacement of these M1ema snail be esde.ignated in the it, ings
Division 32 ? Exterior Improvements
nd eneral
1 At locations where the curb a gutter are to be replaced, the Contactor an all assume .11
nsipttl for the re-eatabinnmebnt of existing .tweak and gutter grace„ Eetlbinhment of
gra1„. s aerptloposal fors QI°ry item , (M1e ost o w is s v beIl me udetl in
2 All driveways dwhichh a open cal, sno11 nave atb.dtleast a temporary drlang surface at the end of each
deny The (emporvrn surface shall be con.itlerdtl o subsidiary Rem of Work The cost of which
s II be IncI _ (M1e p ce lull posal itl in e Pro°for various bitl items
Bike LeneM1 and Shared Pavement M-pegs'
1.Proposetl bike nee ould m n1ty, a um a 1, widen of 4 feel (meoeuretl tom edge of
gutter°I. pre) n
2 Bicycle p men( ma snsM1oulI be ated 20 feet from m b retum, ar, n cross walk
(whichever is applicable) unless denoted l.merwise in the dr, wing. cu
3 C.mbinetl width of Dike lane and o-atree(p king should not be less than 13 feet
my kin
talc. ofv cl r edge not on�nstr et lPnkln9e(wM1i seapPl cable) gs shall be cetl 4 feet !men
51f tr.velu lane es than or equal to 14 sett-, .hared pavement markings .hall de placed in the
is midge of the nrawea a
6 Bike Ian symbol, v errant mvrkings should be ra ..I,d a( the beginning o
On uninterrupted sections of madw bike Ian. symbol and d should not bs spaced m re than
330 feel apart and snared pavement marking. sh.lild not be spaced m re Iran 250 feet apart
8 Bike lane symbol, a sna sM1 ..I markings should Hat be p aced at Private driveways
9 B11e lens ajripin, sbbaldlib, 4 Inc- ..1lld whilq not-mpalied lhe„mkplestla nl„a. ppre .hbd
othdrvAd in the wings 1 other bike Ivne pavement hinge a v so be w .tt,aho( applied
lOerAmoplastic a letl m hhe drlwids °f U
11 Shoed Davemenlemfarkings cshould not be used on faclities with pre p sled speedo greater than 35
mph.
Sid ... lks ° tl Cu Ramps
1 The curb ramp standard details, ore inimded to show typical layouts for me constru on of the curb
amps. The nitr,a s1 o on the t-derd detaAils m et me douirgmnl. an own io me 2012
lady Standvrtls (TAS) and (M1e 2010 DA Stvndvrd, r ccessible Design' by
Tee oepenemdent f Jaati
2hCity of Fort Worth Sl.nd.Id Details are only intended to indicate say limits for each type of ramp.
the Ednginar a slli Bible far thl development and design of the tlewalk and curb ramp layout,
ag actual --de- ink sops p r ogees
3 The Contractor may not a A thong to thsi ewv slid c f layout withou ap ro al of
the City The Contractor mat proposes changes t a thel sidewalku andnarb amp layout tdueptovfleld
ondmona. but nn p,.osea ninge. must be approved by the City
o6fCurb ra ni g s n t be st eC'ty er Uan 8 3% (12 1j AtlNst cuM ra mglM1 °r grotle
EC- b,ramp flare slopes shall1 - bt steeper than 10% (10 1) a .long back of curb
6 Maximum allowable cr s sI.pld on ntlewalk and cu M1b ramp .0 oc a 2X
widlM1 ° and curb ro II be 4 eet^ea
B Lana rigs sM1 of orb ld The lu e 5 fees
m from lthe endvotlf tlr.ri Th. landing cl ,width sh.I1 be al cleastla 9wideh as the curb
aimPouexcluding flares The landing aho11 nave a max m alopebof 2% in any d.-
9
1n Iteratioons w
I, is -6l,g t iM1e lop of (M1e ramp, curb ry p dares sh°11 be
prontletl o M10 of be etas r man 8 3% (12ti) m
0 Where to n rim lie nrequwed, m euvering pace t me top and bottom of curb ramps shall be 5 feet
byo5 feet m m. The apace at the„bottom ahbll be wholly cnt.ned wimp the d aewalk
11 Curb sa not it mU ve ar leffic'ones
the ramp. eith., (because that ad;.ntyauriace tl1. plan tingr o path., non -walking surfacework because
Ire aide approach is substantially obstructed. r
eh, a b ram d are provitled, dlk markings shall be required .ntl ramps shall be aligned
I__
alopesk of adjoining gutters and ro surfaces immediately .dpcenl to me curb ramp shall
not be steeper than 5% (20 1) in any dfection
iti.n system
The Contractor snail furnish and Install me Herie? Vantage vector Hybrid Detection 5
Emergency Vehlcle P,eempllon Equlnmenl (EW)
1.Ha . its) M1e Contractor ll furnish a d m.1.11 did Optic- EW (detectors. cable. nd di.criminator
2 The cno-ac1, sn a EW tlete-n, mA mad grin as an.wn on lna m
appropriate City Detail, andn rlithe b-hl oustEWcable from (the detector to that cebinet. n
Installation of the EW .ystd, v.11 be paid for per bid item
lAA Pvdnon SigPS)
ccessAPS units-nal (Awith audible message net be installed on all Tx DOT locations or al Me direction of
the City Enu^neer
g
2. 5 its snail comply with the Idt- version of the Texas Manual on Uniform Traffic C°n(rol
Dances (..0 CD)
3. AP
Sunit. shall be installetl per City Standard Specification and City Detail.
end
ycalledu out for in ter b cku uni s °II comply the Cty Stondortl supplietl sM1
Specification. Install.e., shall be completed perpC.ty Standard Specifications .ntl Cty Detail
form Dei leffic Contr°I
Md.- the existmga dilrm droinagge d,et m until Ue i °sad s stem is use Tht Contractor shall submit a Work 3cnedule, traffic Control Plan, and acquire a Street Use
e Contmctor le ve Axis drain but of service w y Hoff w.,ld cause P,r ram Street Manegebment. et 3111 W. Olth Street.
damage to ad a cent propertm he to st reb ru ce no 2 e Contractor sl o si le or a safety of petlestrivns .ntl mo(aris(s in iM1e .rev of the
2. Constucl II drainage ier-ills ent. from the downstream end to the upstream end D, allow traffic signal c t do t p ^
ontinued storm dram the Contractor p e. Io con.tmet the system olherwme, the 3 Roads an treats shall be kept open to traffic al all limes Contractor shall arrange construction
Contractor sM1 e Cly for vp a. to closed only one Ivne o ootlway at a time.
3 Take epproprla In ... ures eta pre save twllElife in ....-danivnwilh oDDlicoble federal, state and local 4 A instruction ° ma`ionst sM1 tlIi-d (a p interference (o (emc. A
guidelines t .fhd signal equipmene in a la ion M1oll be ar g so os if continuous movement of II
Ir.- In all directions al all time.. s
5 Contractor .hall be repo eld for any sign age n airy during construclwn.
Division 34 - Transportation
1 N.
tlfy Teffc M nvgemen( Dinsion (81J-392-JJ38) of least one we r I. starting work on
Traffic Signals. ° ek prig
2 Notify Traffic Management Division (81 J-392-J)3s) Project ReDresentalive at least 24-roue In
vtivante of all concrete rpoue. Inspectobr moat be pre bent wnl nbc ate m plot etl on the protect sae.
3. 'PP
be tile, eq ip ant d e Ile °use iht will e ova ° p ck m he
Tr.nsporttan/PublicuWorks (i/PW) W r M1 5001 Jame ve end/or t Village Creek
Pole Yard (5000 MILK Freeway) Ti Project Rill, nletive smuatnauUorize .11hequipmenl pickups
Division 33 - Utilities
For u All
or
renabllltatedttimmediatelkncomlmences temporursyesurfabe erslorutl.nn Complete aortas s
reslorabon to the o satiaPocbon within n () days of work fnmhing o -site Folurd to
gin<oin .arrow rmtomtion, d, note. above, by rmw( in a. a son of work nnbl rmtnobn d
2 mplExeling v rb.l deaectins and pipe slopes shown on the drawings .r approximate and have
not ben fold verified, u . otM1erwiae noted. Rim elb-im .now ends one nor¢omd
locobonn of exidtund innnaed wee-ermmotl fr. m field survey If fsld condibond vary rem
an r wingA .eitac^dr a a a.,y too
3hoseMamlain a existing er in working order t
xcdpt for beef lintE rrgpt, n In f. cwater ands sewer rvic s to be re stated oln n10 o se
shall Emvb1eanb ^al w ^ in uemrench usafety system mr o«.,dance wRM1 me exc°v°bon safety plop .ntl
Federal, State or dl... l eofety requirements
5. Provide and follow approve h Confined Smac M1 Entry Pr.nl m in cord.ncd with OSHA
d_vants. „nilnetl Spaces d cutle an des ntl other confined spaces in
re rem OSHA'. Permit re udetl for Confined Spaces
6 cnronly Cily preq�allned Contractors, by aDproperide Wale, Deportment work category, shall be
.1-dd 10 adj'aat wd boxes. nisi e., nng k over.. etc
d per Cty Specification .rid City petal
3M1a1 Pler FounldaD.- shall be poured together in o e
4. No .,ggn.l pde. anal) be Placed n fo..doti le
5 COCante 1 I.
th c n 1. °ntl remove °II se n
each day prior to the work Is being suspended too
6. Clnlrolldr . a I' t c crdle apron ball ll dub .,
ountla ii Cabinet auntlabon °ntl op n sna p
CHI- nd Carnet
Contmc(on s nsta t cabinet
2 City will stolll signal ltim rig a1 d program catrol
C.ndMAlt
ontdmmds Wronded system .hbll be it in PVC bb- by run, mgo l-pre bore cope
en fountivtions and r each fountlaHon rid tl 2we iAllcconduite ilhall be Schedule s0 ,vC untli g of rou
3 Electrical serer shall be installed per City Specific.D.- sna Cty Detail In oepoetd 2' b.-
tom Il meter to the signal cabinet
Signal Heads
1. AAIII eignol need. shall be MCCan,.-.11te,. o approved equivalent at Ad end dimensions
2 signal h,bdb d- be c eretl wit„ bdrlap or ether app etl mv(enal from tl lime of
gnat is
3sf mde'alDIM1 tscshall be deai9ned su rin9 to ai9net M1 all Dass
from the mast a m through an n tight co Hector to cihehsiggntaleneod bracing co attachment eh
M1ortlwgre (o (he signal lievtl. mint f expo tl ignacofebler D11 fdht,°v dips to
LED s' v all be Geneel Electric s(GE) Ge o n M1ol1 4 II i9^ITE 11,1 as ° '+ °p
5 set Sign al head. (all dleplays)sand Pededrian Walk and Don't Walk head. wlth countdown displays
°
ve nse LED Irts
6 Clam-SM1 ell m etl for pre an intliabvns
J All LED signal. shell 6. of the gn and scent aDPearancestr
8 All signal heeds snail have black oluml-ri louvered, single place back plates compatible with
McCain,, Econol Rev, or approved equivalent signal hevtl housings
Traffic Signs and Pavement Markings
1. All traffii signs and mounting hvraw°re shown on the plans will hie Gomm- and installed by the
ontractor Inc udmd the meld dtrebi n sign. rd-r eh Dome o debt meet f.
ere me wit .ck name ra I. b`e`ory ror i p r m abncaeon sna
oeranalio� se
2. Existing stop sign nd posts will be removed bcyethd contractor upon, or before, the aiganbl turn -on.
3. Unless directdd by the C lM1, auggol. shall be la Ad in lull operate n bett„een 9 00 a.m ntl
2 00 p m (noon) on on ay ro Thursday only repress Utive om S Traffic M ant
Divla.n sM1 all be present when the signal lade. I operation rime Contractor seal dontadrem
Traffic Management Division (B1J-392-JT38) to ar ange time and date of elgnal turn -on.
6 Unless o no(etl. it Is Ad confmcfor'se rasp nsiblily I. en re Unit signal Intliati°ns .ntl
I.
min Any II. tics sw Hal tediflcatlons dun, sv onstruchon are s tliblar vI. (leffic control n TCP
Y i9 9 o Y 1 Ple ( )
Pay wpm
8 nyy tffic signal modifications .haltl be in with the latest ve ion of the Texas
I.
nrform Traffic Control Deuces (TMUTGD) v °e Cty of Fort W h Stondurds
9 ono Th.,con tractor shall submit any proposed traffic negnal modifications for the Traffic Signal Section
n their vpProval ten (10) days pnor to any changes.
Electric Service
1 In „toll the regmred electric .ernce and obtain an electrical adr d Parma In each islance, d
11 ta 1 II be paitl bxy Ue Conra 00
wI wM1Thy Stec ,cal 0C vm s milw'( 120/240 vo Gage brand nrcin( °ntl .ball c p y
ilh City Standard Specifi1r tions ca.ntl City Deeha applicable per plans.H
Stahel Leras eplrp (.rasa oMy)
nni.evis Sall
Comply with CFS Stdnaard Construction
SpeclPlcatlon Docunent 32 91 19-Topsoil
Plocenent and Finishing of Parkways.
Soil she be cks of onstructo
debris and r greater t on nincn
Backflll with clean soil prlors
hto reeding
s
tlmg 32 91 h
Th.to 6 . be clean t
free of rocd eks grboll eater thou 1 IncNP (32
Uproon oast, the coradar .hall
res
p[IPIc o rPARO a capyad'seedin and
htdr..ulching prior. to Slns-Atio dlong
Preparing wall Inatalla{Ion
Conply with CFV Standard Construction
Specification Documents 32 92
13-Sodding, and 32 92 1,-Non-Native
Seeding. V „..(anon c er may be
hydramulching ugh sodtlmg, s etlmg, or
No st,,p,„ stones, don fnisNebris or obJects
goenter tan 1 mcN etl grotle
e.a
Aura s t. b..oad.n o eedetl shall
So deshouldh be h.rvlested nd talented
.t protect within 72 ho of aebvery.
k.a - t sna proeta,
fromexpo.pa s?r. to wind, sun and to
i allvez V ee°Itnyy, fre. f,.n Insects and
JI lul.hnson No sans such as
.1
, s et awes
(32 92 14). Cool s nEl6on ry.n
(Betels ce ..let n y be a seeded for
Uenoreques{,o Contkoctorl snail provide
rtiGicatt ll .osna/o a pP of
eed, npast, s
entlments oar other n.terlols Including
rtif( to mtlic ring seed s free Gron
weetls 32 92 t3 and 32 92 14)
Luminaires. Nolnteronoe Prbr to Gresnsl
1 The Citynwill not wmi.n lamioao-e material I. the antoemr Th. Cantata, an 11 f e end soaamg i. n. -blot
in tau LED moired or u- .agnol. in accordance with Ue .test City SfandorE cos „ids oe9 aawnitr
Spemfcations, Cty Details, .ntl p s. ...,..I+� + e �,.ni „ I1 rye,
Tarrant County Roadway Specification. ,snot ea Jmolntei`,dn�e°p.rmtl. Ihr h
Sub de. -Nebo an tleretl
orr I. iM1e stor(t °f c° [ruction o s gg v of anal �is sM1vll be mode by v certified so nb`ral^ry rest-l-d Swltn og ' nlnun of TO%
m type of sal stablizerb`Irme errant, liq dhv,dol, etc) Is required Testslmu a uniforn orauntl Gov rage wkMoui bore
made to belermne the aspr.priete stobilizeeeard nptlmum quanliuea for desired e.ult. to eel road dealgn. e s greater thanl6 n
Thasubgrode shall be sc bed and .naped n conf ityo with the typical sd,hdn and [he tin end grades ches square
Gated o es(vbllsbed by Ihn Enbgin..r, by Ue rem vat o bi ma(enal or on o tl mhd a blade height 10 3 Inches with 2
d replaced w approved m .ld, U m w nminun 10 days apart (32 92
rid stampeded son �horizonl.lr lifts of not over twelve inch.. (12')tdeplh to the specified densaytpFlll seal na 14) V my eed to be "Pt
ad If
e death a deed eight feel IS'). at any point on the dr section, . require ° slope stability analysis rage°does no? a reed 71 .1thin 45
ondfar ap of iM1e 0epniartm 1 o portvtiln Sernces9 Th dubgfode all be cam .Glee by s Gron CArnlna ion
y of no y-foe (95%) p t Prior o and n w gross until
of pony bases material, etesls from a calif eed soils laboratory sM1 all be elillled by the o ner/developer to the en °ntl eflnal a bept.,de of tIe ll It, or
Ddartmpfn(x of „,.naafi. )aiwna5ernces lt.trgg I- the uelubgredd h°9II bI II n. If M1eacted to 95%Idensamet[ (rye °s di- ne City
p
The b material shall be compacted to not less than 95 percent density for a full depth of eiaght in ea (El
Base co a shall be mointainetl by Wei and the surface, upon completion, m.11 be smooth rid In
end^ wi11 (ne sypi al sedan mtl¢alee, v o the edtd l,s d li sna ag ayEes A vedulanbes.
d. gm
Eingssu required, rreshaping aS omDac ngeb y bkIng a rolling Shoultl fU
a e, due. to nPyotredsona o .. Iose are regelr,d a hllty, de Ay for ani.b before the surface I. complete.
it dliall be redo etetl .ntl retinidh at iM1e so a pre se d1 (M1e contractor
aM1a
H lasbc %b.n
The phaltic areterialc I., Pama lCoat (llCuirements meet the reqfor Item Prime 310. Coat. TxDOT Specifications
Prme Coo( .ball be pplied at rate not ld exceed 035 gallon p ar ydrd of surface M1e urf a course
es (21') of HMAC me bog s enficalias of Item 340, Type D, in fM1e Garr n( TxDOT
Sions,The binder course shallebe 117 nb- '5') of HMAC meetinb Ue specincatlons of Item 340, Type B,
in the current Tx DOT Specifications. Aggregate used n the mix shall be n Ue TxDOT Ohlbity Monitoring Schedule
or ire placing HM „C, the bl se shall be p oaf ro11ed and on s pots r ^.etl on„ the v p °u9in All
aspM10 r a fen hIng mac„ a The m re os m e
.ndunind mily d.mpacted nmme ate tnakerppl.cing to tlen t ompaction rolling re 11 b. d.t lelte
before the (anal cools bel0. 175 Edgree. F.fThe comaletdE su,Y snail All
the approval f the l Developers
Engineer .ntl the County Engineer or ,ding s race. fin.and appearance
If ca,dry Ph,.-
ltroctor elects io install temporary twit n Tarrant County R 0 W os Part of U means ,ntl me as
of construction, metemporary pavementpsection shallh include 4' hot cold type B" HMAC undeaein by 10'm
impacted base.
REVIEWED
By Antlrew Goo�di/m�aKn tt 4y�0J4 e., Apr 25, 2023
e 11YE51'EF'Jiif/N e� t
BENLNMARMELEM4I/ONRBB2B8
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6V
NSTTIEW J. BMCIE
� 9936E s
L�DAa d , I;aJ
1 OSGWOR
1 R[v1[w snM/
J6 25 of 30
CITYOF
OT FORT WO
GENERAL NOTES
r\1 os12 - enisnolm nail Ransb\Plans\- - s t� s .teas sewn\sneers\taet2- Nprtsewg Mon Fen pr mz2 1s22
I. 1; .... I 571ABIII�E. SAND (CBS) FoRTWORTH
BACKFILL
11 A. IIIN - IRA.1 A— IF—
_NIIIII�
P1 AN IFIN - GRAFF RINGS
Y OF FORT INORTH, TEXAS
WATER -TIGHT HINGED MANHOLE FRAME, COVER AND GRADE RINGS
m
- OF FORT WOFTN, T-
TRENCH WATER STOP
L
PIA VJ&
- PRDFIIF IFW M FRA.F
f=4_1
PI AN VIA ORADF RINGS
CRY FORTIAORI MANHOLE FRAME, COVER ;3L_l _ 017
AND GRADE RINGS D
ODOR j.j%T -
NO REVISION DAJE
o
9
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mI J. BI
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L -i
ORTWOGITYOFFORTH,TFXAR
MANHOLE LID ASSEMBLY
R
;.7123Z15
UNIMPROVED SURFACE (FLAT TO
6i 260f30
REVIEWED
CITY OF
FORT WORTH
SEWER DETAILS
ON.,— FF.I.
Fl.-, .1 .21 11
FORTH RT% CRY OF FORT NARTX, TEXRB REW a
CONCRETE ENCASEMENT sm aataaot
FOR UTILITY PIPES 330510-0017
ORTWURT CITY OF FORT WORTH, TEAS REVIsE
OtR
CONCRETE PAVEMENT TRENCH REPAIR- o oeaus
RESIDENTIAL STREETS 320129-D523
CITYOFFORTYARTH,T— REVISEC OBJt-At3
EMBEDMENTFOR SANITARYSEWER
ALL SIZES 330510-0201
SAW —CUT
(TYPJ
EXISTING TREATED
SUBGRADE (IF ANY)7
PROVIDE DENSITY AND
THICKNESS TESTING
PER SECTION 32 12 16
PART 3.6
TRENCH REPAIR LIMIT:
TACK COAT
♦`a`�`a`�`a`�`a `a`a `a
BACKFILL MATERIAL
TRENCH
WALL
CIT Y OF FORT yARTH, TF%AS
DEEP TRENCH BACKFILL
REVIRSEE, 1-1
33 05 10-0005
IHO REVISIOHDAre
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IUNDISTURBEE
SUBGRADE '+
NRTTIEW J. BMCIE
99368 s
S
1 a[vi[w Mta
27 of 30
REVIEWED I I cITY OF
I By—G.— Rtl:l,Apr I5, Y11291 FORT WORTH
SEWER DETAILS
[\taeiz - cnlanoim Tmil Ronen\Fmna\cm - seeno� 3 mieite se.e.\Sneem\iosiz-coaw of ais J.g Xon Een oT mzz 1—
61
16" DR
C-905 I
ni N WALL PIPE
MEC�AVIC�L JOINT X PLAIN END
NTS
WATERWORKS
UTILITY COLOR TABLE
UTILITY COLOR
POTABLE BLUE
WATER
RECLAIMED
WATER PURPLE
SANITARY
SEWER GREEN
STORM
DRAIN RED
A u I
T P
U I E
T L L
I I I
O T N
N Y E
ORT WORTH
(81]
•• �+� 392-4477
(817)
TILL FORTY.0 ERTOL 3 CRYOF FAULIR SLIDE
UTILITY MARKER POLE 330526-0016 I HYDRAULIC SLIDE
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a nn Vi'N - �.Rnnv RNf.�
C KyT HINGED
ND MANHOLE
WATER -TIGHT HINGED MANHOLE FRAME, R6vls6a astsar5
COVER AND GRADE RINGS 330513-D008
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STANDAR"Ty IF FORTD MANHOLE
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NO REVISIONOME
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� 9936 0
REVIEWED
l n
ma at-11., Apr 25, TOT91
2�
1 onrt I/51�2
reerEa BEA'LM�AIARYMELEVAI/ONRBJ2B8 ��
1 1T nM�e
v REVI-
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I�N�E28 of 30
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CITY 01 FORT
(SANITARYTARYS WORTH
OT""'lTER111
DETAILS
als e.g Non ven o� mzz i5v
err
�1
Figure 1
Height Of CheCk Dams
ROCK CHECK DAM
1 USE ONLY OPEN GRADED ROCK 4-8 INCHES IN DIAMETER FOR
STREAM FLOW CONDITION USE OPEN GRADED ROCK 3-5 INCHES IN
DIAMETER FOR THE OTHER CONDITIONS
2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE
SHEATHING HAVING A MAXIMUM OPENING OF INCH AND A MINIMUM
WIRE SIZE OF 20 GAUGE AND SHALL BE BURIED IN A
TRENCH APPROXIMATELY 3 TO 4 INCHES DEEP.
3. THE ROCK BERM SHALL BE INSPECTED WEEKLY OR AFTER EACH
RAIN EVENT AND SHALL BE REPLACED WHEN THE STRUCTURE
CEASED TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION
AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC
4 WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE
HEIGHT OF THE BERM OR ONE FOOT, WHICHEVER IS LESS, THE SILT
SHALL BE REMOVED NO DISPOSED OF PROPERLY.
5 WHEN THE SITE IS COMPLETELY STABILIZED, THE BERM AND
ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN
AN APPROVED MANNER.
6 ROCK BERM SHOULD BE USED AS CHECK DAMS FOR
CONCENTRATED FLOW AND ARE NOR INTENDED FOR USE IN
PERIMETER PROTECTION.
IT IA_ _Cerc
cE
6 OR
SIM,8& II IN
REVIEWED
By Antlrew Gootlman of d:04 pm, Apr 25, T0P3
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NATTIEW J. BAAUE
� 99368 �
cj� xsco G�4%
exnvesA nEd
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1 Dnrt/IIRR
1 DSGWDan
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29 of 30
EROSION
CONTROL
DETAILS
- D I,n Tmn - sen s omit. Seer\S -\,O I, cSio 0[ra—, Mon — 01 m 1 13 1
ran
SIN fiEOUE"
OPPOSITE OIeECTPS BELDY.
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Bvctg owW INcm'e e 8ea
TCP (2-2a)
2-Lone Roodwcy Without Paved Shoulders
One Lane Closed
Adequate Field of Vlew
♦ , jd .Stt4rP .
21
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TCP (2-2b)
2-Lone Roadway Without Paved Shoulders
One Lone Closed
Inadequate Field of View
L[sF10
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PNEgei 9a ned �° `•� O
30 1G 165 124 30 60 75 i2o' g
35 L• � 205 125 245 35 ]0 90 160' m
40 265 295 320 40 BO 100 2 0'
45 450495- 540- 45' 90' 110' 320'
50 500 550' 60D 50 00 t25 a00'
__ __ _
55 550 605' 660 55 0 I12 500' T
60 L-w5 600 660' 72D 60 120 150 600 i
65 650 '71V 750 65 130 -165 700' Q 11.1
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TRAFFIC CONTROL PLAN
TCP(2 2) 03 2-7-22]
NPTTIEW J. BMCIE
Ei
REVIEWED
lBy A-- Goodman at 0:00 pm, Apr 25, 2023 J
1 Dn,f I/I/22
1 D cV/oan nN� 1 of
.ET -IT E °Rs T=El, r E — U.
30 of 30"
BENLMNARMF1EN47/ONRBJ2B8
cB[E%Oe AwO lnttowBYAwcH wnv I TEMPORARY TEMPO
TRAFFICRARY0L
DETAILS
[\toetz - ennndm Tmn avn.n\Yens\em - sedivn � oxalte seer\snena\loalz-Te o[Ta's g n ren o] mzz I3v