HomeMy WebLinkAboutContract 47020 (2)CH
S
C *Th CT
Developer and Pr reject !Information Cover Slieet:
aiim: I 1 i I lwood Group, LLC
Address, State. Zip Code: 4704 Patterson Ln, Col leyvi l le, TX 76034
Phone & Email: 817-336-6000, dashaimd@yahoo.com
Authorized Signatory, Title: Daud Ashai, President
Project Name and Brief
Description:
Boat Club Village Retail Center
Water, Sewer, Storm Drain & Street Light to serve Boat Club Village Retail
Center
Project Location: 4701 Boat Club Rd
Plat Case Number: FS-013-095 Plat Name: Jinkens Heights Addition
Vlapsco: 46Q Council District: 7 City Project Number: 02337
CFA Number: 2014-079
To he completed by staff:
DOE, Number: 7280
Received by: Data:
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 1 of 11
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STANDARD COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS
COUNTY OF TARRANT
City Secretary
Contract No.
WHEREAS, the undersigned Developer ("Developer") desires to make certain specific
improvements as described below and on the exhibits attached hereto ("Improvements") related
to a project generally described as Boat Club Village Retail Center ("Project") within the City of
Fort Worth, Texas ("City"); and
WHEREAS, the City has no obligation to participate in the cost of the Improvements or
Project; and
WHEREAS, any future City participation in this CFA is subject to the availability of
City funds and approval by the Fort Worth City Council and shall be memorialized as an
amendment to this Agreement; and
WHEREAS, the Developer and the City desire to enter into this Community Facilities
Agreement ("CFA" or "Agreement") in connection with the Improvements and the Project.
NOW, THEREFORE, for and in consideration of the covenants and conditions
contained herein, the City and the Developer do hereby agree as follows:
General Requirements
A. The Policy for the Installation of Community Facilities ("Policy") dated March 2001,
approved by the City Council of the City of Fort Worth, as amended, is hereby incorporated
into this Agreement as if copied herein verbatim. Developer agrees to comply with all
provisions of said Policy in the performance of its duties and obligations hereunder and to
cause all contractors hired by Developer to comply with the Policy in connection with the
work performed by said contractors.
B. Developer shall provide financial security in conformance with paragraph 6, Section II, of
the Policy and recognizes that there shall be no reduction in the collateral until the Project
has been completed and the City has officially accepted the Improvements. Developer
acknowledges that the said acceptance process requires the Developer's contractor(s) to
submit an affidavit of bills paid signed by its contractor and consent of surety signed by
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 2 of 11
its surety to ensure the contractor has paid any sub -contractors and suppliers in full.
Additionally, the contractor must also provide in writing that the contractor has been paid
in full by Developer for all the services provided under their contract.
C. Developer agrees to cause the construction of the Improvements contemplated by this
Agreement and that said construction shall be completed in a good and workmanlike
manner and in accordance with all City standards and the City -approved construction plans,
specifications and cost estimates provided for the Project and the exhibits attached hereto.
D. The following checked exhibits describe the Improvements and are incorporated herein:
Water (A)
(C)
X
X
, Sewer (A-1) X , Paving (B)
, Storm Drain (B-1) X , Street Lights & Signs
E. The Developer shall award all contracts for the construction of the Improvements in
accordance with Section II, paragraph 7 of the Policy and the contracts shall be
administered in conformance with paragraph 8, Section II, of the Policy.
F. For all Improvements included in this Agreement for which the Developer awards
construction contract(s), Developer agrees to the following:
i. To employ a construction contractor who is approved by the director of the
department having jurisdiction over the infrastructure to he constructed, said
contractor to meet City's requirements for being prequalified, insured, licensed
and bonded to do work in public streets and/or to perform water/waste water
construction as the case may be.
ii. To require its contractor to furnish to the City a payment and performance bond in
the names of the City and the Developer for one hundred percent (100%) of the
contract price of the Improvements, and a maintenance bond in the name of the
City for one hundred percent (100%) of the contract price of the Improvements
valid for a period of two (2) years from the date of final acceptance insuring the
maintenance and repair of the constructed infrastructure during the term of the
maintenance bond. All bonds to be furnished before work is commenced and to
meet the requirements of Chapter 2253, Texas Government Code.
To require the contractor(s) it hires to perform the construction work
contemplated herein to provide insurance equal to or in excess of the amounts
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 3 of 11
required by the City's standard specifications and contract documents for
developer -awarded infrastructure construction contracts. The City shall be
named as additional insured on all insurance required by said documents and
same will be evidenced on the Certificate of Insurance (ACORD or other state -
approved form) supplied by the contractor's insurance provider and bound in the
construction contract book.
iv. To require its contractor to give at least 48 hours' advance notice of intent to
commence construction to the City's Construction Services Division so that City
inspection personnel will be available: to require the contractor to allow the
construction to be subject to inspection at any and all times by City inspection
forces, to not install or relocate any sanitary sewer, storm drain, or water pipe
unless a responsible City inspector is present and gives his consent to proceed,
and to make such laboratory tests of materials being used as may be required by
the City.
v. To require its contractor to have fully executed contract documents submitted to
the City in order to schedule a Pre -Construction Meeting. The submittal should
occur no less than 10 working days prior to the desired date of the meeting. No
construction will commence without a City -issued Notice to Proceed to the
Developer's contractor.
vi. To delay connections of buildings to service lines of sewer and water mains
constructed under this Agreement until said sewer and water mains and service
lines have been completed to the satisfaction of the Water Department.
G. Developer shall provide, at its expense, all engineering drawings and documents necessary
to construct the improvements under this Agreement.
H. Developer shall cause the installation or adjustment of the required utilities to serve the
development or to construct the Improvements contemplated herein.
I. City shall not be responsible for any costs that may be incurred by Developer in the
relocation of any utilities that are or may be in conflict with any of the community facilities
to be installed hereunder.
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 4 of 11
I. Developer hereby releases and agrees to indemnify, defend and hold the City harmless
for any inadequacies in the preliminary plans, specifications and cost estimates supplied
by the Developer for this Agreement.
K. Developer agrees to provide, at its expense, all necessary rights of way and easements across
property owned by Developer and required for the construction of the current and future
improvements provided for by this Agreement.
L. The Developer further covenants and agrees to, and by these presents does hereby,
fully indemnify, hold harmless and defend the City, its officers, agents and employees
from all suits, actions or claims of any character, whether real or asserted, brought for
or on account of any injuries or damages sustained by any persons (including death)
or to any property, resulting from or in connection with the construction, design,
performance or completion of any work to be performed by said Developer, his
contractors, subcontractors, officers, agents or employees, or in consequence of any
failure to properly safeguard the work, or on account of any act, intentional or
othenvise, neglect or misconduct of said DEVELOPER, his contractors, sub-
contractors, officers, agents or employees, whether or not such injuries, death or
damages are caused, in whole or in part, by the alleged negligence of the City of
Fort Worth, its officers, servants, or employees.
M. Developer will further require its contractors to indemnify, defend and hold harmless
the City, its officers, agents and employees from and against any and all claims, suits or
causes of action of any nature whatsoever, whether real or asserted, brought for or on
account of any injuries or damages to persons or property, including death, resulting
from, or in any way connected with, the construction of the infrastructure contemplated
herein, whether or not such injuries, death or damages are caused, in whole or in
part, by the alleged negligence of the City of Fort Worth, its officers, servants, or
employees. Further, Developer will require its contractors to indemnify, and hold
harmless the City for any losses, damages, costs or expenses suffered by the City or
caused as a result of said contractor's failure to complete the work and construct the
improvements in a good and workmanlike manner, free from defects, in conformance
with the Policy, and in accordance with all plans and specifications.
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 5 of 11
N. Upon completion of all work associated with the construction of the Improvements,
Developer will assign to the City a non-exclusive right to enforce the contracts entered into
by the Developer with its contractor along with an assignment of all warranties given by the
contractor, whether express or implied. Further, Developer agrees that all contracts with any
contractor shall include provisions granting to the City the right to enforce such contracts as
an express intended third party beneficiary of such contracts.
O. Inspection and material testing fees are required as follows:
i. Developer shall pay in cash water and wastewater inspection fees and material
testing fees equal to two percent (2%) for a total of 4% of the developer's share of
the total construction cost as stated in the construction contract.
ii. Developer shall pay in cash paving and storm drain inspection fees equal to four
percent (4%) and material testing fees equal to two percent (2%) for a total of 6%
of the developer's share of the total construction cost as stated in the construction
contract.
iii. Developer shall pay in cash the total cost of streetlights or if the city is not
installing the streetlights, inspection fees equal to four percent (4%) of the
developer's share of the streetlight construction cost as stated in the construction
contract.
iv. Developer shall pay in cash the total cost of street signs.
P. COMPLETION WITHIN 2 YEARS
t. Developer shall complete the Improvements within two (2) years, provided,
however, if construction of the Improvements has started within the two year
period, the developer may request that the CFA be extended for one additional
year.
ii. Nothing contained herein is intended to limit the Developer's obligations
under the Policy, this Agreement, its financial guarantee, its agreement with
its contractor or other related agreements.
The City may utilize the Developer's financial guarantee submitted for this
Agreement to cause the completion of the construction of the Improvements if at
the end of two (2) years from the date of this Agreement (and any extension
period) the Improvements have not been completed and accepted.
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 6 of 11
iv. The City may utilize the Developer's financial guarantee to cause the completion
of the construction of the Improvements or to cause the payment of costs for
construction of same before the expiration of two (2) years if the Developer
breaches this Agreement, becomes insolvent or fails to pay costs of construction
and the financial guarantee is not a Completion Agreement. If the financial
guarantee is a Completion Agreement and the Developer's contractors and/or
suppliers are not paid for the costs of supplies and/or construction, the contractors
and/or suppliers may put a lien upon the property which is the subject of the
Completion Agreement.
(REMAINDER OF PAGE INTENTIONALLY LEFT BLANK)
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 7 of 11
Cost Summary Sheet
Project Name: Boat Club Village Retail Center
CFA No.: 2014 079 DOE No.: 7280
An Engineer's Estimate of Probable Cost is acceptable. However, the construction contract price
will ultimately determine the amount of CFA fees and financial guarantee. The bid price and
any additional CFA payments will be required prior to scheduling a pre -construction meeting.
An itemized estimate corresponding to each project -specific exhibit is required to support the
following information.
Items Developer's Cost
A. Water and Sewer Construction
1. Water Construction $ 24,950,00
2. Sewer Construction $ 23,204.00
Water and .Sewer Construction Total $ 48,154.00
B. TPW Construction
1. Street
2. Storm Drain
3. Street Lights Installed by Developer
4. Signals
TPW Construction Cost Total
Total Construction Cost (excluding the fees):
Construction Fees:
C. Water/Sewer Inspection Fee (2%)
D. Water/Sewer Material Testing Fee (2%)
Sub -Total for Water Construction Fees
E TPW Inspection Fee (4%)
F. TPW Material Testing (2%)
G. Street Light Inspsection Cost
H. Signals Inspection Cost
H. Street Signs Installation Cost
Sub -Total for TPW Construction Fees
Total Construction Fees:
Financial Guarantee Options, choose one
I Bond = 100%
'Completion Agreement = 100% / Holds Plat
'Cash Escrow Water/Sanitary Sewer= 125%
'Cash Escrow Paving/Storm Drain = 125%
'Letter of Credit = 125% w/2yr expiration period
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 8 of 11
$ 91,400.00
$ 18,189.00
$ 109,589.00
$ 157,743.00
Alm
$ 963.08
963.08
$ 1,926.16
$ 3,656.00
$ 1,828 00
$ 727.56
$ 6,211.56
$ 8,137.72
Amount
$ 157,743.00
$ 157,743.00
$ 60,192.50
$ 136,986.25
$ 197,178.75
Choice
(Mark one)
X
ACCORDINGLY, the City of Fort Worth and Developer have each caused this instrument to be
executed in quadruplicate in each entity's respective name by its duly authorized signatories effective as
of the date executed by the City's City Manager or his/her designee.
CITY OF FORT WORTH
Jesus J. Chapa
Assistant City Manager
Date:
Recommended by:
SLU
Wendy Chi--Babulal, EMBA, P.E.
Development Engineering Manager Signature
Water Department Name:
DEV Ei }O P ER
Hill\-vood Group, LLC
Name: Daud Ashai
Title: President
1
Date:
r
/ c'
ATTEST: : (Only if required by Develop? )
,z�
L
2
Douglas . Wiersig, P.F.
Director
Transportation & Public Works Department
Appr'oi'ed (1S to 1701711 & Legality:
Douglas W. Black
Assistant City Attorney
M&C No. AOL
Date:
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 9of11
ATTEST:
7-Y- A
Mary J. Kayser
City Secretary
OFFICIAL RECORD
CITY SECRETARY
FF.WORTH, TX
lJ
Check items associated with the project being undertaken; checked items must be
included as Attachments to this Agreement
Included
IXI
IX'
X
n
L1
X
u
Attachment
Attachment 1 - Changes to Standard Community Facilities Agreement
Location Map
Exhibit A: Water Improvments
Water Cost Estimate
Exhibit A -I : Sewer Improvements
Sewer Cost Estimate
Exhibit B: Paving Improvements
Paving Cost Estimate
Exhibit B-1: Storm Drain Improvements
Storm Drain Cost Estimate
Exhibit C: Street Lights and Signs Improvements
Street Lights and Signs Cost Estimate
(Remainder of Page Intentionally Left Blank)
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 10 of 11
ATTACHMENT "1"
Changes to Standard Agreement
Community Facilities Agreement
City Project No. 02337
<Jnsert "None.'' if there are no negotiated changes. If changes have been negotiated. please
insert then below citing to the paragraph for reference.
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 07.30.2015
Page 11 of 11
47
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DEVELOPER:
HILLWOOD GROUP, LLC
4704 PATTERSON LANE
COLLEYVILLE TX 76034
817-336-6000 VOICE
817-336-2072 FAX
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N.T.S.
46-Q, COUNCIL DISTRICT
#7
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122
ENGINEER:
GRANT ENGINEERING, INC.
3244 HEMPHILL STREET
FORT WORTH, TX 76110
817-923-3131 VOICE
817-923-7171 FAX
FIRM REGISTRATION NO. F-4313
/
/
NOTE: STATIONING
IS ALONG
PROPERTY LINE
SOUP' 1' - 40' HORIZONTAL
XM.E 1' - 4' VERTICAL
Q
0 10 20 SO 100 7
LOT
9
7
/
30111-00
LOT
3
EXISTING 16"
WATER MAIN
—EXISTING 6" WATER MAIN (W-09756)
----EXISTING 8' DI SANITARY SEWER (L-6559)o
LOT
2
LOT
PROPERTY LINE
LOT 2B-B
JINKENS HEIGHTS ADD.
BRATAK FAMILY LTD.
8887 RANDOM RD
FT. WORTH, TX
76179-2729
PROPERTY UN
FUTURE PRIVATE
4' DIAMETER
SHALLOW SAN.
SEWER MANHOLE.
NOT PART OF
THIS PROJECT.
48.2'
10.0'
PROPOSED 15'x20'
WATER EASEMENT
PROPERTY LINE
i
\\\
\\,
LOT C. BLOCK 28
H & M BC PLAZA IP
PO BOX 3802
RANCHO SANTA FE. CA
92067-3802
SEW
-6559
8"Al
PROPOSED 4' DIAMETER
SANITARY SEWER MANHOLE
WITH 10' LONG, 8"
DIAMETER PVC STUB WITH
CAP
SEE SEWER PLAN
EXISTING DRIVEWAY
APPROACH
SEE WATERS
I I DETAIL AT I
j I RIGHT
E%STNC
OPoVEW'AY
APPROACH
CONTRACTORS:
YOU ARE REQUIRED TO CALL
THE TXDOT INSPECTOR, BEN
TREVINO 817-307-1617, 48
HOURS PRIOR TO THE START
OF CONSTRUCTION.
NOTE: EXISTING SIDEWALK IN I
FRONT OF LOT 26-B NOT
SHOWN FOR CLARITY.
NOy 7, 2015
SUBJECT
PROPERTY
UNO
LOT 2B-8
JINKENS HEIGHTS ADD.
BRATAK FAMILY LTD.
8887 RANDOM RD
FT. WORTH, Tx
76179-2729
d� I
G s' T
-
7.1
d$
1nCD.
FUTURE PRIVATE
4' DIAMETER
SHALLOW SAN.
SEWER MANHOLE.
NOT PART OF
THIS PROJECT.
N 15
co
CV
co
0
0.
a.a
PROPOSED 15'x20'
` WATER EASEMENT
\\ \ \
SUBJECT PROPERTY:
PROPOSED
LOT 4,
BLOCK 2-9 LJ •: X
HILLWOOD GROUP, LLC. — w
3709 STONE CREEK PARKWAY CO
FT. WORTH, TX 76137 D �,
0'1
II 1
LEGEND
rd _ PROPOSED CATE VALVE
DO • EXISTING GATE VALVE
C - CAP
4-- FIRE HYDRANT
- WATER MEIER
CO - IRRIGATION
PROPOSED 4'
DIAMETER
SHALLOW SANITARY
SEWER MANHOLE.
SEE SEWER PLAN
:
INSTALL:,�,
1-16" x 6" TAPPING SLEEVE
1 - FIRE HYDRANT
1 - 6" GATE VALVE
1 - 57 LE. 6" PVC
0 0
N
0
-J
ES
O
(0 4
STA. 9+82.00, 10' RT.
INSTALL:
1 - 16" x 8" TAPPING SLEEVE
1 - 8" GATE VALVE
- 57 L.F. OF 8" PVC STUB
1 - 8" CAP
I INSTALL:
1-8"x1" TEE
11" IRRIGATION & METER BOX
INSTALL'
1-8"x1.5" TEE
1.5" DOMESTIC WATER METER &
METER BOX (NOTE: WATER
METER SIZE MAY CHANGE ONCE
BUILDING IS FULLY DESIGNED)
r
WATER DETAIL
D.O.E. NO. 7280
CITY SEWER MAP # 2024-420
FIRM REGISTRATION NUMBER: F-4313
FORT WORTH, TEXAS
BOAT CLUB VILLAGE
RETAIL CENTER
WATER IMPROVEMENTS
GRANT ENGINEERING, INC.
ENGINEERS SURVEYORS PLANNERS
3244 NEHPNILL FORT NORTH, TEXAS 76110 517-923-3131
0. MB
CR4NN Eta
SCALE
AS MOTO
DATE 4-4-14
REVISER 5-5-14 6-20-14 2-z0-in 4-15-1S. 4-23-15; 3-7-15
JOS NO. I SHEET
9183 I C-3
STA. 10+23.03, 4' LEFT
(NOT PART OF THIS CFA PROJECT)
FUTURE 4' DIA. SAN. SEWER SHALLOW
MANHOLE
RIM = 770.00 (APPROXIMATE)
FL EAST (OUT) = 766.75
DSRNG 0.6' CONCRETE
HEADWALL TO BE REMOVED
STA. STA
08+00 SUBJECT 09+00
q(p�7�yJ�NE
:S-h1'rf ,1�1�VT"�}"k i'M'1'x',4A. 1T Y•L+
CSTING 16" WATER M'
PROPOSED WATER IN
�j
Id
STA. 10+25 7, CONSTRUCT 13
L.F., 8" DUCTILE IRON STUB WITH
CAP AT END AND CLEANOUT AT
PROPERTY UNE. SLOPE OF STUB
TO BE 0.5% MINIMUM, SLOPED
DOWN FROM WEST TO EAST. PIPE
TO BE LINED WITH PROTECTO 401,
775
770
765
760
755
750
STA. 10+25.17, 4' RIGHT
CONSTRUCT 4' DIAMETER SANITARY
SEWER SHALLOW MANHOLE
RIM = 770.07 (APPROXIMATE)
FL NORTH (OUT) = 766.67
FL WEST (IN FROM STUB) = 766.69
CONSTRUCT 125 LF. 8" D.I.P.
SANITARY SEWER, PIPE TO BE
LINED WITH PROTECTO 401
REMOVE AND REPLACE
CONCRETE SIDEWALK
CENTERLINE OF
PROPOSED MANHO'.E--
BRATAK FAMILY LTD.
8887 RANDOM RO
ET. WORTH, TX 76179-2729
SCOPE OF SANITARY
SEWER PROJECT
4.
LOT 28-8
JINKENS HEIGHTS ADD.
STA.
11+00
EXISTING 18" WATER MAN
T OIRECUON OF SS FLOW
rn
N
(R
A T CLUB
ROAD
F. M. HWY. 1 2 2 0
61 :: OANEWAYaISTn0:.
EXISTING SANITARY SEWER MANHOLE:
RIM = 773.20
FL = 766.32
CITY PROJECT No. 96L-282
2018-476
2024-420
LATERAL-6559 & "A"
X-REF:
X-12003
X-18557
SCOPE OF PROJECT
ORTH PROPERTY LINE
4.
UNE
IWHILL RD
Al
STA
1+
21
STA. 11+50, 4' RIGHT,
CONSTRUCT 4' DIAMETER
SANITARY SEWER MANHOLE
RIM = 772.60 (APPROXIMATE)
FL EAST (OUT) = 766.05
FL SOUTH (IN) = 766.06
XISTING 16_VALVE
90
Q STING 16" WATER MAN
EXISTING 8" D.I.
SANITARY SEWER
STATION 11+50, 13' RIGHT (EXISTING)
BEGIN 8" SANITARY SEWER
CONNECT TO EXISTING
SANITARY SEWER MANHOLE:
RIM = 772.49
FL NORTH (OUT) = 766.01
CONSTRUCT FL WEST (IN) = 766.01
FL EAST (IN) = 766.01
(SUBJECT PROPERTY)
It
SUBJECT
I I I I I I I I
I
PROPERTY
IIIIIIII
IIII
ISRNG GROUND
•
a ISTNG GROUND
SS
�CURB)
i.
ABOVE PROPOSED SS
(OF
-
3 WEST OF
BACK
II
I
li
UNE (OF
WEST
BACK WEST CU B)-
EXISTING
II'IIII
EXISTNG 5'SS
CULVERT-
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UNDER BOA
MEAN.
SI
-
Ba
RRMM H�772.49
1
m
CLUB ROAD
pN1
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FL NORTH - 765.90
1111
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FL SOUTH - 765.92
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PROPOSED:
'
STA. 11+50, 4' RIGHT
`w2
STA. 1o+u17
CONSTRUCT
r
I
COAST. 4' DIAL SIEAIr OW SS NH 1�
(oaloia
=
,�
'�
WM _ 770.07 1
FL EAST (OUT) - 766.05 -
OHMn
la•
FL NORTH (OUT) - 766.67 )-
Ft. SOUTH (IN) _ 766.06
FL WEST (IN) r 766.69 1
a ISTING:
STA. 11+50. 13' WGHT
-
'
EXISTING 5 SS MANHOLE
•■
RIM A)9 -
FL NORTH (GUT) a 765.99I
CONSTRUCT FL WEST (N)-766.01
(
(IN)
FL EAST (IN)
L
R
06+50
07+00
07+50
08+00
08+50
09+00
09+50
10+00
10+50
11+00
11+50
12+00
12+50
775
770
765
760
755
750
13+00
CONTRACTORS:
YOU ARE REQUIRED TO CALL
THE TXDOT INSPECTOR, BEN
TREVINO 817-307-1617, 48
HOURS PRIOR TO THE START
OF CONSTRUCTION.
NOTE: STATIONING
IS ALONG
PROPERTY LINE
EXISTING 16"
WATER MAIN
EXISTING SANITARY SEWER
MANHOLE:
RIM = 772.55
FL OUT = 765.89
FL IN NORTH = 765.90
FL IN SOUTH = 765.92
SCALE I. - 20' HORIZONTAL
SCALE: I" - 4' VERTICAL
0 10 20 50 100
- SAN. SEWER FLOW DIRECTION
CALL 1-800-344-8377 (010-TESS) OR MICR UTRDY EDCAIING SERVICE RI HOURS
FRIER TO CONSTRUCT10N AC1NTTY. mE LOCATON OF ALL EXISTING UTILITIES SHOWN
ON TIIS PLAN ARE TAINT FROM THE BEST AVMIABLE RECORDS. GRANT ENGINEERING
COMPANY IS NOT RESPONSIBLE FOR KNOWING ALL LMLMES OR DEPICTING EYACT
BENCHMARK: CITY IMMINENT # 86103,
ELEVATION - 733.479
ON NORTHEAST CORNER OF LOYD HILL
R0A0 AND BAsswO00 ORNE ON mE
NORTH CURS OF LOYD HILL ORNE. 21
FEET FAST OF THE DST CURB OF
BASSY9000 OMvE IN i1E CENTER of A 5
FEET INLET 1 FOOT OFF THE FACE OF
THE CURS, A CTY MONUMENT f88163
SET IN THE TOP OF mE CURB.
NOTE: EXISTING SIDEWALK IN
FRONT OF LOT 28-B NOT
SHOWN FOR CLARITY.
Nay 7, 2015
BENCHMARK: CITY MONUMENT 88165,
ELEVATOR - 700.787
ON WEST CURB CP SNAOYOELL DRIVE 50
FEET NORM OF mE NORM CURB OF
8RIANHUL DOVE IN THE Lt$N.K CC A 10
FEET INLET 1 FOOT OFF THE FACE OF
THE CURB. CRY MONUMENT 158188 SET
IN THE TOP OF mE CURB.
D.O.E. NO. 7280
CITY SEWER MAP # 2024 420
FIRM REGISTRATION NUMBER: F-4313
FORT WORTH, TEXAS
BOAT CLUB VILLAGE
RETAIL CENTER
SANITARY SEWER IMPROVEMENTS
PLAN & PROFILE
GRANT ENGINEERING, INC.
ENGINEERS SURVEYORS
3244 HEMPHILL FORT WORM, 1EXAS 76110
Ce4011110 " t ISO-44En Ham
MAIN _
ORD= Vn IDATE 44-14
REVISED: 5-5-14: 2-26-15: 5-7-13
JOB NO.
9183
PLANNERS
817-223-3131
SHEET
C-4
CONTRACTORS:
YOU ARE REQUIRED TO CALL
THE TXDOT INSPECTOR, BEN
TREVINO 817-307-1617, 48
HOURS PRIOR TO THE START
OF CONSTRUCTION.
= SAN. SEWER FLOW DIRECTION
SCALE: 1" = 30'
LOT
a
48 l 0 C K
PROPOSED
DETENTION POND,
WEIR STRUCTURE
AND OVERFLOW.
LOT
9
<\
STA. 11+50, 4' RIGHT,
CONSTRUCT 4' DIAMETER
SANITARY SEWER MANHOLE
EXISTING 16"
VALVE
— EXISTING 6" WATER MAIN (W-09750)-
-�---EXISTING 8" DI SANITARY SEWER (L-6559)o-®---
I
IEXSSTING 8" D.I. SAN. SEWS
STA. 10+23.03, 4' LEFT,
Je0-aa FUTURE PRIVATE SS MANHOLE (NOT
PART OF THIS CFA). MANHOLE IS
• 2 REQUIRED BY CITY BECAUSE A
PRIVATE FORCE MAIN MAY NOT
EMPTY DIRECTLY INTO A PUBLIC
MANHOLE.
NOTE: PRIVATE GRINDER PUMP MAY BE
REQUIRED ON SUBJECT PROPERTY.
DETERMINATION WILL BE MADE WHEN
GRADING PLAN IS CREATED.
voLuME
PAOES
LOT
4
PROPOSED 48"
STORM DRAIN
/
/
/
/
/
/
•
POWER
0
o
O
N
w
0
w
oe,
w
0
0
O
Ct a LL
IL 0
L 0 T
T —
II jT
duo1111 n".. ,. �n.e iai, a.�n '..`.. ,
L-6559 (STUB "A")
LOT 28-8
JINKENS HEIGHTS ADD.
BRATAK FAMILY LTD.
8887 RANDOM RD
FT. WORTH, TX
76179-2729
PROPERTY
LINE
L
oT
Y - --QE -
PROPOSED ONE STORY
-, OFFICE / RETAIL BUILDING
FIRE LANE
IIS�BTIP
IO2CDiR�Liolcik I1:I
HILL�WOOD GROUP, LLC.
4704 PATTERSON LANE
COLLEYVILLE, TX 76034
7.2'
/
R 0L AC�l1OE2R_9 F —.
YIO 1'IA� �146 - 3
— — — — — — — — — - — — — rROPERTY LINE
CALL 1-800-344-8377 (DIG—TESS) OR OTHER UTILITY LOCATING SERVICE 48 HOURS
PRIOR TO CONSTRUCTION ACTIVITY. THE LOCATION OF ALL EXISTING UTILITIES SHOWN
ON THIS PLAN ARE TAKEN FROM THE BEST AVAILABLE RECORDS. GRANT ENGINEERING
COMPANY IS NOT RESPONSIBLE FOR KNOWING ALL UTILITIES OR DEPICTING EXACT
'BENCHMARK: CITY MONUMENT f 88163,
ELEVATION = 733.479
\ 0NORTHEAST CORNER OF LOYD HILL
\ROXD AND BASSWOOD DRIVE ON THE
NORM CURB OF LOYD HILL DRNE, 21
FEET EAST OF THE EAST CURB OF
BASSWOOD DRIVE IN THE CENTER OF A 5
FEET INLET 1 FOOT OFF THE FACE OF
THE CURB, A CITY MONUMENT #88163
SET IN THE TOP OF THE CURB.
BENCHMARK: CITY MONUMENT O 88168,
ELEVATION = 700.787
ON WEST CURB OF SHADYDELL DRIVE 50
FEET NORTH OF THE NORTH CURB OF
BRLANHILL DRIVE IN THE CENTER OF A 10
FEET INLET 1 FOOT OFF THE FACE OF
THE CURB. CITY MONUMENT #88168 SET
IN THE TOP OF THE CURB.
LOT C, BLOCK 28
H & M BC PLAZA LP
PO BOX 3802
RANCHO SANTA FE, CA
92067-3802
NOTE: EXISTING AND
PROPOSED SIDEWALK NOT
SHOWN FOR CLARITY.
EXISTING 16'
WATER MAIN
—EXISTING 8"
D.I. NITARY
S ER
jXIST. 8" D.I.
AN'IIA EXISTING
SEWER
—65591 I
. (STJB "A")
SEE SHEET 3 FOR
ENLARGED DETAIL OF
PROPOSED SANITARY
SEWER IMPROVEMENTS
Nay 7. 2015
EXISTING SANITARY SEWER
MANHOLE:
RIM = 772.55
FL = 765.91
STATION 11+50, 13' RIGHT,
EXISTING SANITARY SEWER
MANHOLE:
RIM = 772.49
FL = 766.00
SANITARY SEWER MANHOLE:
RIM = 773.20
FL = 766.32
CITY PROJECT No. 96L-282
2018-476, 2024-420
LATERAL-6559 & "A"
X-REF: X-12003, X-18557
CONSTRUCT 125 L.F. 8"
D.I.P. SANITARY SEWER, PIPE
TO BE LINED WITH PROTECTO 401
STA. 10+25.17, 4' RIGHT,
CONSTRUCT 4' DIAMETER SANITARY
I SEWER SHALLOW MANHOLE
EXISTING
!.1 DRIVEWAY
APPROACH
EXISTING
DRNEWAY
APPROACH
STA. 10+25.17, CONSTRUCT 13
L.F., 8" DUCTILE IRON STUB
WITH CAP AND CLEANOUT AT
PROPERTY LINE
EXISTING DRIVEWAY
APPROACH
EXISTING 16" WATER MAIN
D.O.E. NO. 7280
CITY SEWER MAP # 2024-420
FIRM REGISTRATION NUMBER: F-4313
FORT WORTH, TEXAS
BOAT CLUB VILLAGE
RETAIL CENTER
SANITARY SEWER IMPROVEMENTS
GRANT ENGINEERING, INC.
ENGINEERS SURVEYORS PLANNERS
3244 HESPHILL FORT WORTH, TEXAS 78110 817-023-3131
CCI010 --fat— I wI Jsi(aMEe3 C-5
REVISED: 5-5-14, 2-26-15; 5-7-15
NOTE: STATIONING
IS ALONG
PROPERTY UNE
SCALE V - 40' HORIZONTAL
01020 50
LOT
Lor
•
\ It H & M BC PLAZA LP
` PO BOX 3802
RANCHO SANTA FE, CA
92067-3802
STREET LIGHT
INSTALLATION TO BE
DONE ONLY BY A
CONTRACTOR
APPROVED BY THE
CITY OF FORT WORTH.
'EXISTING 16"
WATER MAIN
—EXISTING 6" WATER MAIN (W-09760)�_
_---EXISTING 8" D1 SANITARY SEWER (L-6559)o-
-�•--` Lot I L o T PROPERTY LINE
- ' -- 2 INSTALL 2" DIA. 4 .--e•
UNDERGROUND
SCHEDULE 80 PVC 61 0(
CONDUIT AT 36" DEPTHS:'' N
TO PAD -MOUNTED
CONTACTOR (240/480V) I
4'64
3
30-10
• • 7
INSTALL 3 #2 Cu
WIRE FROM POLE
TO CONTACTOR
INSTALL 2" SCHEDULE 80
CONDUIT WITH WEATHER HEAD
ALONG SIDE OF TIMBER POWER
POLE. INSTALL 90' SCHEDULE
80 ELBOW WITH HORIZONTAL
PORTION A MINIMUM OF 36"
BELOW GRADE . COIL
SUFFICIENT WIRE FOR POWER 'I
COMPANY TO CONNECT
CONDUCTORS TO THEIR d
TRANSFORMER OR POWER LINES. 9.25' FROM BACK OF
SEE CITY OF FORT WORTH CURB TO CENTER OF
SPECIFICATION #34 41 STREEET LIGHT BASE
20-D623.
------------------------------------------ --� PROPERTY UNE—'► i
• LOT C, BLOCK 28 SUMMARY OF CONDUIT AND CABLES
ONDUIT (SCHEDULE 80) 1
SIZE LENGTH BORE (8) plj oe'
a-
2- 30
a N32 PROP. EXIST, IN FEET ENCHALONGTRPOiT1LE .`-
1
2 I 2" 118 T I 3
3 2" 7 T
4 2- 3 T
5 2" 6 T
6 2" 37 8
6 2" 21 T
66
1 2" 2" I j 3 1T 75 j T
CABLE TOTALS (LF)
CONDUIT QUANTITIES (LF)
ONCOR REPRESENTATIVE
CONTACT:
BRENT SHERMAN
PMDS PROJECT DESIGNER
ONCOR ELECTRIC DELIVERY
2501 URBAN DRIVE
FORT WORTH, TEXAS 76106
OFFICE: 817-624-6070
FAX: 817-624-6093
M ichael. Sh erman2®oncor. corn
Brent.Sherm D nOoncor. corn
RUN
NO.
NOTE:
1•
KM
FUTURE PRIVATE
4' DIAMETER
SHALLOW SAN.
SEWER MANHOLE.
NOT PART OF
THIS PROJECT.
INSTALL 3 #6 Cu
INSULATED WIRE
AND 1#6 Cu BARE
WIRE PER TXDOT
STANDARDS
a
x 2
35UW x ly
NO
3 1
3 1
3 1
3 1
3 1
3 1
3 1
444 1756252'I
2' (ALONG POLE) - 30'
2' TRENCH - 333'
2" BORE - 37'
TXDOT REQUIRES COPPER WIRE ONLY.
INSTALL PER THE FOLLOWING CITY OF FORT WORTH SPECIFICATIONS
SPECIFICATION
NUMBER
34 41 10-0601
34 41 20-D621
34 41 20-0622
34 41 20-0623
34 41 20-D624
34 41 20-0625
SPECIFICATION
DESCRIPTION
TRAFFIC SIGNAL GROUND BOX DETAILS
STREET LUMINAIRE POLE AND FIXTURE DETAILS
STREET LUMINAIRE POLE FOUNDATION DETAILS
STREET LUMINAIRE RISER CONNECTION DETAIL
STREET LUMINAIRE CONDUIT AND GROUND BOX DETAILS
STREET LUMINAIRE PEDISTAL SERVICE DETAILS - 120V/240V
Ea b
TYPE
NUMBER
LEGEND
Is1 - PROPOSED GATE VALVE
Da - EXISTING GATE VALVE
[ -CAP
-- FIRE HYDRANT
®- WATER METER
m - IRRIGATION
o-o- STREET LIGHT
February 26, 2015
I EXISTING DRIVEWAY
APPROACH
PROPOSED WATER METERS
AND FIRE HYDRANT
PROPOSED 030-6 STYLE
POLE WITH BREAKAWAY
BASE. LUMINAIRE TO BE
TO ATB2-TYP2-137W-NW
OR APPROVED EQUIVALENT.
INSTALL BASE 9.25' BEHIND
BACK OF CURB.
INSTALLATION TO BE PER
TXDOT AND CITY OF FORT
WORTH STANDARDS.
INSTALL 3 #6 Cu
INSULATED WIRE
AND 1#6 Cu BARE
WIRE PER TXDOT
STANDARDS
1' STREET LIGHT CENTERLINE TO
PROPERTY UNE
SINGLE PIECE DAVIT POLE
PER 0IY Or P1IR 11011TH SKIT 34 41 00-0521
MOUNTING
HEIGHT
FT.
MINIMUM
SHAFT SIZE
AT BASE
D30-6 30 I 8.0"
*PER 34 41 20-13622
SPAN
6'
GAUGE DRILLED
(MIN.) SHAFT
FOUNDATION
TYPE
.11 *TYPE 2
SINGLE PIECE DAVIT POLE
POI CRY OF Fr NORTH SHEET 34 41 40-06I1
POLE QUANTITY
POLE TYPE
MOUNTING HEIGHT
LUMINAIRE TYPE
FOUNDATION TYPE
TRUSS TYPE
I LUMINAIRE HEADS
PAD MOUNT CONTACTOR
I GROUND BOX
2
SINGLE PIECE DAVIT 030-6
1 30'
LED: ATB2-TYP2-137W-NW
TYPE 2
I TRUSS TYPE
I
LOT 28-8
JINKENS HEIGHTS ADO.
INSTALL UNDERGROUND
SCHEDULE 80 PVC
CONDUIT AT 36" DEPTH
TO PAD -MOUNTED
CONTACTOR (240/480V)
INSTALL PAD
MOUNTED
CONTACTOR
(240/480V)
FROM
TRANSFORMER
LA :co
104
LQ
ZS
T
4'
-+ j
00
FUTURE PRIVATE ' I
4' DIAMETER
SHALLOW SAN.
SEWER MANHOLE
NOT PART OF
THIS PROJECT.
RIGA r10
DOM. ST'C
PROPOSED '„.
GRASS ILL : ' g
SUBJECT PROPERTY:
PROPOSED , (_
\ 't L 0 T
BLOCK 2-8
.WOOD GROUP, LLC.
09ONE CREEK PARKWAY
FT. WORTH, TX 76137
INSTALL 3 #6 Cu
INSULATED WIRE
AND 1#6 Cu BARE
WIRE PER TXDOT
STANDARDS
9.25' FROM BACK OF
CURB TO CENTER OF
STREEET LIGHT BASE
D.O.E. NO. 7280
CIT( SEWER MAP # 2024-420
FIRM REGISTRATION NUMBER: F-4313
CONTRACTORS:
YOU ARE REQUIRED TO CALL THE TXDOT
INSPECTOR, BEN TREVINO 817-307-1617, 48
HOURS PRIOR TO THE START OF CONSTRUCTION.
CON
'r
STUB AND CAP CONDUIT
PAST LUMINAIRES TO
NORTH AND SOUTH
PROPERTY UNES
INSTALL
GROUND BOX'
PROPOSED 4'
DIAMETER
SHALLOW SANITARY
SEWER MANHOLE.
SEE SEWER PLAN
EXISTING
DRIVEWAY
APPROACH
PROPOSED 030-6 STYLE
POLE WITH BREAKAWAY
SASE. LUMINAIRE TO BE
TO ATEI2-TYP2-137W-NW
OR APPROVED EQUIVALENT.
INSTALL BASE 9.25' BEHIND
BACK OF CURB,
INSTALLATION TO BE PER
TXDOT AND CITY OF FORT
WORTH STANDARDS.
x
_ • w
~ J
1- <
U w D.
O
N
_)4IST. 48" RCP TXDOTI CULVERT
STREET LIGHT DETAIL
SCALE: 1"
1' STREET LIGHT CL
4 T(Y PROPERTY LINE
FORT WORTH, TEXAS
BOAT CLUB VILLAGE
RETAIL CENTER
STREET LIGHT PLAN
GRANT ENGINEERING, INC.
ENGINEERS 5004ETORS PLWNEPS
3244 HSJPHRL FORT WORM, 1EYAS 76110 817-923-3131
COMM -- SCALE.., „m® JOB NO. SHEET
DRAM
Ceti= jPe OATS 6-10-14I 9183 I C-1 7
Mil, o-4-14: 5-7-14; 11-3-14: 2-25-15
Section 00 42 43
CAN Developer Project Proposal Tool
City Project Number: 02337
Bidlist
Item
No.
0e scription
3311,0261 8" PVC Water Pipe
3312,0001 Fire Hydrant
3312.2004 1" Private Water Service
3312.2204 2" Private Water Service
3312.4112 16"x8" Tapping Sleeve & Valve
3331.5305 8" IVC Pipe, 6' to 8' (Misc. Only), CSS Backfill
3331.5748 8" DIP Sewer Pipe, CLSM Backfill
3339.1001. 4' Manhole
3339.1004 4' Shallow Manhole
3301.0002 Post -CCTV Inspection
9999.0001 Tie into existing Sanitary Sewer Manhole
3301.0101 Manhole Vacuum Testing
3305.0109 Trench Safety
241.4401
3341.0305
3341.0409
9999.0002
Remove Headwall/SET
33" RCP, Class III
48" RCP, ClassIll
Tie into Existing Storm Drain
3339.1101 5' Manhole
9999.0003 Safety End Treatment
3441.1405
3441.1408
3441.1413
2605.3015
2605.3026
3441.3002
3441.3201
3441.3312
Project Type: CFW No City Funding,
New Development (Private Bid)
Unit
Speci(icatio Est
n
of Section
Measure No.
LF 33 11 12
EA 33 12 40
LF 33 12 10
LF 33 12 10
EA 33 12 25
LF 33 31 20
Total Water Improvements
LF
EA
EA
LF
NS
FA 33 01. 30
LE 33 05 10
33 11 10
33 39 10,
33 39 20
33 39 10,
33 29 2n
33 01 31
Total Sanitary Sewer Improvements
EA
LF
LF
NS
EA
NS
02 41 14
33 41 10
33 41 10
33 39 10,
33 39 20
Total Storm Drain Improvements
NO 2 Insulated Elec Condr
NO 6 Insulated Elec Condr
NO 6 Bare Elec Condr SLD
2" CONDT PVC SCH 80 (T)
3" CONDT PVC SCH 80 (B)
Rdwy Illum Assmbly TY 8,11,D-25, and D-30
LED Lighting Fixture
Contact Enclosure, Pad Mount
City
Engineer's
Estimate
20 $65.00
1 $6,100.00
1 $1, 200.00
1 $3, 700.00
2 $6,000.00
10 $65.00
1.52
$75.00
$3,800.00
1 $3,800.00
1 $2,500,00
1 $1, 200.00
2 $100.00
152 $2.00
1 $750.00
118 $85.00
530 $134.00
1,000.00
2
1
1
LF 33 41 10 444
LF 33 41 10 504
LF 33 41 10 252
LE 26 05 33 363
LF 26 05 33 37
EA 34 41 20 2
EA 34 41 20 2
FA 34 41 20 1
Total Street Light Improvements
TOTAL
$5,500.00
$ 2,100.00
$3.50
$1.50
$1.50
$9.00
$12.00
$2,986.00
$825.00
$4,168.00
Estimate Extension
$1,300.00
$6,100.00
$1,200.00
$3,700.00
$12,000.00
$650.00
$24, _950.00
$11,400.00
$3,800.00
$3,800.00
$2,500.00
$1,200.00
$200.00
$304.00
$23,204.00
$750.00
$10,030.00
$71,020.00
$2,000.00
$5,500.00
$2,100.00
$91,400.00
$1,554.00
$756.00
$378.00
$3,267.00
$444.00
$5,972.00
$1,650.00
$4,168.00
$.18,189, 00
$157,743.00