HomeMy WebLinkAboutContract 33647 COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary
COUNTY OF TARRANT § Contract No.\e��
WHEREAS, BP 367 Fort Worth, LTD., hereinafter called "Developer", desires to
make certain improvements to Primrose Crossing Phase 1C, an addition to the City of
Fort Worth, Texas; and
WHEREAS, the said Developer has requested the City of Fort Worth, a municipal
corporation of Tarrant, Denton and Wise Counties, Texas, hereinafter called "City", to do
certain work in connection with said improvements.
NOW, THEREFORE, KNOW ALL BY THESE PRESENTS:
For and in consideration of the covenants and conditions contained herein, the City and
the Developer do hereby agree as follows:
I. 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 and subsequently amended, is hereby incorporated into this
Community Facilities 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.
B. The requirements of the Policy shall govern this Community Facilities
Agreement, provided, however, that any conflict between the terms of
this Community Facilities Agreement and the Policy shall be resolved
in favor of this Agreement.
C. Developer shall provide financial security in conformance with
paragraph 6, Section II, of the Policy.
D. Developer acknowledges that there shall be no reduction in the amount
of financial security prior to project completion and acceptance by the
City.
E. The Developer shall award all contracts for the construction of
community facilities in accordance with Section II, paragrap
Policy. w:1 ;1 a,K'.I
06-19-06 A09 :41 IN
F. The contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II, of the
Policy.
G. 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 otherwise, 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.
H. Developer shall install or adjust all of the required utilities to serve the
development or to construct the improvements required herein.
I. In the event that City participation exceeds $25,000, Developer agrees
that no street construction or storm drainage will begin prior to City
Council approval of this Community Facilities Agreement. (Article
104.100, Ordinance 7234).
J. Developer agrees that no lot shall be occupied under a certificate of
occupancy until the improvements required herein have been
constructed (Article 104.100, Ordinance 7234).
K. Developer hereby releases and agrees to indemnify and hold the City
harmless for any inadequacies in the preliminary plans, specifications
and cost estimates supplied by the Developer for this contract.
L. Developer agrees to provide, at its expense, all necessary rights of way
and easements across property owned by Developer reqBE
,r UTEL
1 u7
construct current and future improvements provided for in this
agreement.
M. Developer agrees to construct proposed improvements as shown on the
exhibits attached hereto. The following exhibits are made a part
hereof: Water (A)None; Sewer (A-1) None; Paving (B)Attached
Storm Drain(B-1) Attached; Street Lights and Signs (C) Attached.
N. 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.
IL Street and Storm Drain Facilities
A. The Developer(s) agree to install or to cause to have installed, the street,
storm drainage, street lighting, street name sign and other community
facilities improvements shown as "current improvements" on the attached
Exhibits B, B1, and C.
B. As shown below in the "Summary of Cost for Street and Storm Drain
Facilities", the Developer shall fund its share of "current improvements"
and shall pay to the City for its share of the cost of street, storm drainage,
street lighting, street name signs as shown on the attached Exhibits B, B1,
and C. The estimated total cost of current improvements and related
support services specified in this agreement, including design,
construction and inspection is estimated to $808,755.88.
3
SUMMARY OF
COST
Primrose Crossing Phase 1 C
Item Developer City Cost Total Cost
Cost
A. Construction $ -
1. Streets $539,891.80 539,891.80
2. Storm Drainage $193,561.86 193,561.86
3. Street Lights $28,600.00 28,600.00
4. Street Name Signs $2,695.00 2,695.00
B. Engineering Design $
C. Construction Engineering
and Management by DOE $ $
4% 29,338.15 29,338.15
D. Materials Testing by DOE $ $
2% 14,669.07 1 1 14,669.07
$ $
TOTALS 808,755.88 $ - 808,755.88
Notes:
1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets.
2. Developer's column for Item C represents four percent (4%) cost for construction
inspection fees. The City will pay additional inspection fee over 4%.
3. City not preparing plans and specifications.
4. Developer's column for Item D represents two percent (2%) of paving and storm drain
costs for materials testing.
r
IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be
executed in triplicate in its name and on its behalf by its Assistant City Manager, attested by
its City Secretary, with the corporate seal of the City affixed, and said Developer has
executed this instrument in triplicate, at Fort Worth,Texas this the day of
, 2006. RECEIVED
Approval Recommended: NXI 0 J 2006
Transportation and Public Works
Department
Robert Goode, P. E.
Director
City of Fo L Worth
FNO M&C Iti+ lLs.il. FMarc Ott
Assistant City Manager
ATTEST:
Marty Hendrix
City Secretary
Approv as to Form:
A rstan ity Attorney
NO Fo
BP 3e'�'
(qua-�h �•
ATTEST: DEVELOPER 6P Fcf-� �� LI.C.
By:
�'i4 z
Corporate Secretary
Shaul �+� PUA-d'er
2
I
PART B—PROPOSAL
DEVELOPER AWARDED CONTRACTS
This proposal must not be removed from this book of Contract Documents.
TO: BP 367 Fort Worth,Ltd.
PROPOSAL FOR: . Primrose Crossing Phase IC
FILE NO.W-1710
X NO. 17295
Includes the furnishing of all materials, except materials specified to be furnished by the City, equipment
and labor for the installation of Street Improvements and all necessary appurtenances and incidental work
to provide a complete and serviceable project designated as:
Primrose Crossing Phase IC
Pursuant to the foregoing Notice to Bidders', the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and the General
Contract Documents and General Specifications for Water Department Projects, the General
Contract Documents and General specifications for Transportation and Public works Projects,the
site of the project and understanding the amount of work to be done, and the prevailing
conditions, hereby proposes to do all the work, furnish all labor, equipment and material except
as specified to be furnished by the City, which is necessary to fully complete the work as
provided in the Plans and Contract Documents and subject to the inspection and approval of the
Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself
upon acceptance of this Proposal to execute a contract and furnish an approved Performance
Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by
the Contract Documents for the performing and completing of the said work. Contractor
proposes to do the work within the time stated and for the following sums:
a r�
N:1JOB\013539\Specs\013539.010B.doc 8-1
R1 LAS
J
UNIT I. PAVING IMPROVNIENTS
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
(Furnish and install, including all appurtenant work,complete in place, the following items)
Item Approx. Unit Item Description Total
No. Quantity Measure " Unit Price
D" Item reference Amount
ment
1 7,172 S.Y. 2" Sand Cushion Subgrade,
tPer Square Yard
One Dollars&
Sixty Five Cents $1.65 $11,833.80
2 13,800 . S.Y. 6"Lime Stabilized Subgrade,
Per Square 'Ward
One Dollars&
Eighth Cents $1.80 $24,840.00
3 207 TON Hydrated Lime(30#/S.Y)
Per Ton
One Hundred Dollars&
No Cents $100.00 $20,700.00
4 13,340 S.Y. 6"RC Street Pavement with 7"Curb,
Per Square Yard
Twenty Two Dollars&
Forty Five Cents $22.45 $299,483.00
5 5,484 S.Y. 5"RC Alley Pavement,
Per Square Yard
Twenty Dollars&
Forty Five Cents
$20.45 $112,147.80
6 I,535 S.Y. 5"RC Alley Pavement w/curb
Per Square Yard
Twenty Dollars&
t Sixty Cents
$20.60 $31,621.00
N:1JOB10135391Specs1013539.010B.doc B-2 6j MCI id, HC OID
M,e
139 L.F. Saw Cut& Remove Existing Pavement
7 g ,
Per Linear Foot
Ten Dollars&
No Cents $10.00 $1,390.00
8 29 S.F. 4' Wide Concrete Sidewalk,
Per Square Foot
Seven Dollars&
EigtY Cents $7.80 $226.20
9 12 EA Sidewalk Ramps,
Per Each
Ebaht Hundred Dollars&
No Cents $800.00 $9,600.00
10 35 L.F. Construct Concrete Flume,
Per Linear Foot
Eighty Dollars&
No Cents $80.00 $2,800.00
11 1 EA %"Diamond Plate 4' x 6.5',
Per Each
One Thousand
Six Hundred Fi ft _ Dollars&
No Cents $1,650.00 $1,650.00
12 10 EA Construct Std. End of Road Barricade,
Per Each
Two Thousand
Three Hundred Dollars &
No Cents $2,300.00 $23,000.00
13 1 LS Installation/Maintenance Storm Water
Management
Per Lump Sum
Six Hundred Dollars&
No Cents $600.00 $600.00
City of Fort Worth requires a minimum of 309/S.Y. The Paving Contractor will be responsible for a lime series test as
directed by the City of Fort Worth Construction Inspection Department.
TOTAL AMOUNT BID PAVING $539.89 1.80
N:UM0135391Specs1013539.010B.doc B-3 i,, RU
01
MN i
Y
PART B -PROPOSAL(Cont.)
After acceptance of this Proposal, the undersigned will execute the formal contract and will
deliver an approved Surety Bond and such other bonds as required by the Contract Documents,
for the faithful performance of the Contract. The attached bid security, if required is to become
the property of the Developer.
The undersigned bidder certified that he has obtained at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978,
and that he has read and thoroughly understands all the requirements and conditions of those
General Documents and the specific Contract Documents and appurtenant plans.
IThe successful bidder shall be required to perform the work in accord with the following
publications, both of which are incorporated herein and made a part hereof for all
purposes:
1. The General Contract Documents and General Specifications for Water
Department Projects dated January 1, 1978, which may be purchased from the
Water Department.
2. The Standard Specifications for Street and Storm Drain Construction which may be
purchased from the Department of Transportation & Public Works.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee
applicants to the undersigned are not discriminated against as prohibited by the terms of City
Ordinance No. 7278 as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within 15- calendar days after issue of the work order, `
and to complete the contract within-qb working days after beginning construction as set forth in
the written work order to be furnished by the Owner.
(Complete A or B below,as applicable:)
! A. The principal place of business of our company is in the State of
Nonresident bidders in the State of ,our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statute is attached.
I Non resident bidders in the State of ,our principal
place of business, are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or
f majority owner is in the State of Texas.
I N:\JOB10135391Specs1013539.010B.doc B-4
f
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration on preparation of the
foregoing bid:
Addendum No. 1 (Initials) Addendum No. 3 (Initials)
Addendum No. 2 (Initials) Addendum No. 4(Initials)
Respectfully submitted,
1 Site Concrete, Inc.
By:
JO
Title
(Address
"33-40"",Z Roy On;Blvd
r Grand Prairie,Texas 75050
Telephone: 972-313-0733
(Seal)
Date: '
N:VOB\013539\Specs1013539.010B.doc B-S
printed-4/26/2006
3:00 PM
DATE: February 13, 2006 210 S. Sixth Street
00 OR Mansfield, Texas 76063
($17)-477-1414
coasrtucnW L$t (617)-473-6077 fax
TO: BP 367 Fort Worth LTD
c/o Carter& Burgess
777 Main Street
Ft. Worth, TX 76102
Project: Primrose Crossing, Ph. 1 C
Specs : Ft.Worth
Engineer: Carter& Burgess
Scope: Installation of Water,Sanitary Sewer&Storm Drain
PROPOSAL
Line Description Unit Quantity Unit Extended
Item I Pr r Price
WATER
8" PVC If 3,963. 19.73 78,189.99
_ 8" Gate Valve & Box ea 12. 789.66 9,475.92
Fire Hydrant w/6" Valve ea 5. 2,427.08 12,135.40
1" Domestic Water Service ea 139. 368.21 51,181.19
Water Meter Box ea 139. 83.00 11,537.00
Cast Iron Fittings to 2.2 3,650.58 8,031,28
Trench Safety if 3,963. 0.20 792.60
Class B Rein. Conc. Encasement cy 5. 65.00 325.00
Class E Conc. Misc. Placement cy 5. 65.00 325.00
Ballast Stone cy 5. 22.50 112.50
Crushed Limestone cy 5. 22.50 112.50
12 Storm Water Maintenance Is 1. 500.00 500.00
Sue-TOTAL: WATER $ 172,718.38
SEWER
1 8" SDR35 PVC If 5,668. 19.57 110,922.76
8" SDR26 PVC w/Cement Stab. Sand If 540. 25.07 13,537.80
4' Dia. Manholes ea 22. 2,235.16 49,173.52
.4 4' Dia. Manholes w/Bolt Down Lid ea 1. 2,381.36 2,381.36
Additional Vertical Depth for Manhole of 65. 0.00 0.00
Provide Protective Corrosion Coating of 24. 160.00 3,840.00
4' Sewer Service ea 148. 409.23 60,566.04
TV Inspection of SS If 6,208. 1.25 7,760.00
Manhole Vacuum Test ea 23. 80.00 1,840.00
Trench Safety If 6,208. 0.50 3,104.00
Class B Rein. Conc. Encasement cy 5. 65.00 325.00
Class E Conc. Misc. Placement cy 5. 65.00 325.00
Ballast Stone cy 5. 22.50 112.50
1-� Crushed Limestone cy 5. 22.50 112.50
s Storm Water Maintenance Is 1. 500.00 500.00
Sus-TOTAL: ISEWER $ 254,500.48
L
c- _IKE12
LGAa
printed-4/26/2006
3.00 PM
STORM DRAIN
5' x 3' RCB If 266. 138.79 36,918.14
36" RCP If 302. 63.86 19,285.72
30" RCP If 75. 50.37 3,777.75
27" RCP If 427, 45.06 19,240.62
24" RCP If 579. 40.21 23,281.59
21" RCP if 432. 36.37 15,711.84
Trench Safety If 2,081. 0.20 416.20
Std. 10' Curb Inlet ea 11. 2,450.00 26,950.00
10' Alley Inlet ea 3. 2,450.00 7,350.00
15'Alley Inlet ea 1. 3,050.00 3,050.00
4' Drop Inlet ea 1. 2,250.00 2,250.00
4' Square Manhole ea 5. 3,725.00 18,625.00
Const. Std. 4' Square MH (MH-1-02)w/6' x 4' ea 2. 4,700.00 9,400.00
Junction Box
5' x 3' Headwall ea 1. 2,050.00 2,050.00
36"Type C Headwall ea 1. 1,500.00 1,500.00
"Light" Class Rock Rubble Rip Rap sy 11. 45.00 495.00
"1/4 Ton" Class Rock Rubble Rip Rap sy 64. 40.00 2,560.00
Install 36" x 45 Deg. Bend ea 2. 100.00 200.00
t Storm Water Maintenance Is 1. 500.00 500.00
SUB-TOTAL: ISTORM DRAIN $ 193,561.86
MISCELLANEOUS
Payment& Performance w/2 yr. 100% Is 1. 14,590.00 14,590.00
Maintenance Bond
SUB-TOTAL; IMISCELLANEOUS $ 14,590.00
TOTALS: ,WATER $ 172,718.38
SEWER $ 254,500.48
STORM DRAIN $ 193,561.86
MISCELLANEOUS $ 14,590.00
TOTAL UTILITY IMPROVEMENTS $ 635,370.72
TIME:
40 Working days will be required for substantial completion. Substantial completion
being all lines tested, backfilled, and awaiting paving stakes.
* This proposal is subject to a mutually agreeable start date.
PROVISIONS:
`•• In todays market conditions, It is very important that the successful bidder be notified within
14 days to secure pipe&other material pricing.
* These prices are firm for 30 days
QUALIFICATIONS:
* Units are based on quantities provided by consulting engineer.
* Inspection fees, permits,and/or staking provided by developer.
* Geotechnical testing by developer(density&concrete testing not included).
* Storm Sewer Does Not include rock or gravel in inlet structures for Pavers.
* No 2nd year T.V.Test of Sanitary Sewer Lines.
printed-4126/2006
3:00 PM
• No T.V. Test of Storm Lines.
• No seeding, sodding or hydromulch.
• No installation or removal of erosion control devices.
• No right-of-way/channel clearing or excavation.
` No hauling spoils off-site, spoils to remain on or next to area of excavation and spread on lots & parkways.
. Any damage requiring rework to completed water, sewer or storm improvements caused by franchise
utilities or other contractors shall be reimbursed by the offending contractor through the developer.
NOTES:
` Backfill is native, nonprocessed (except for adding moisture as needed)material which will be
returned to approximately the same location from which it is removed.
` Contract pricing assumes all costs associated for one mobilization, should multiple moves be required
additional charges may be assessed.
Final contract quantities to be determined using city approved plans.
ppgp 1'T?i, i
I. STREET LIGHT COST ESTIMATE
QUANTITY UNIT COST TOTAL COST
INTERSECTIONS 6 EA $ 2, 600 $15, 600. 00
MID-BLOCK RESIDENTIAL 1 EA $ 2, 600 $2, 600. 00
CHANGE OF DIRECTION RESIDENTIAL 4 EA $ 2, 600 $10, 400 . 00
MID-BLOCK COLLECTOR 0 EA $ 2, 600 $00, 000. 00
MID-BLOCK ARTERIAL 0 EA $ 3, 000 $00, 000. 00
MID-BLOCK ARTERIAL MEDIAN 0 EA $ 3, 000 $00, 000. 00
RELOCATE EXISTING LIGHT 0 EA $ 1, 650 $00, 000. 00
Subtotal $28, 600. 00
City' s Cost $00, 000. 00
Developer' s Subtotal $28, 600. 00
4% Inspection fee $00,000.00
Project Total $28, 600.00
Adjacent Developer' s Cost $00. 000. 00
Developer' s Cost $28, 600.00
CFA CODE #2006008
DEVELOPERS COST: $28,600.00
PRIMROSE CROSSING, PHASE IC
February 20, 2006
Fort Worth, Texas February 20, 2006
PAGE I OF EXHIBIT "C"
II STREET LIGHTS WORK DESCRIPTION:
1. The Developer shall provide for the installation of street lights at the
approximate locations shown in exhibit "C", immediately after final
acceptance of the street construction, in accordance with engineering plans
and specifications approved by the Transportation and Public Works
Department.
2. Streetlights on residential and/or collector streets can be installed using
overhead or underground conductors with the approval of the director of
transportation and Public Works.
3. The City of Fort Worth will install all the street lights that use overhead
or underground conductors on residential, and collector streets. The
developer agrees to pay the City of Fort Worth the amount shown below prior
to the City starting its design efforts, at the option of the developer and
at their expense they may purchase the poles, fixtures, and mast arms from
the City in order to assure compliance with city material standards
4 . Street lights on arterial streets shall be installed with underground
conductors
5. The developer agrees to dedicate all easements required for the
installation and maintenance of the street lights and to provide for the
installation of any electrical transformers required for the proper
operations of the street light system
6. The estimated cost of this street light installation is detailed on page
(1) of exhibit "C" and is summarized below. The street lights will remain
the property of, and will be maintained by the City of Fort Worth
February 20, 2006
DEVELOPERS COST: $28,600.00
PRIMROSE CROSSING, PHASE IC
CFA CODE #2006008
PAGE I/ OF EXHIBIT "C"
III
"STREET LIGHTS"
INTERSECTIONS
CEDAR LEBANON ST & ALLSPICE TRL 1
BURGUNDY ROSE DR & MULLEN DR 1
WAKE ROBIN DR & GENITAN DR 1
FIR TREE IN & MULLIN DR 1
DEWPLANT WAY & GENATIN DR 1
JAPONICA ST & GENATIN DR 1
MID BLOCK
CEDAR LEBANON ST 1
CHANGE OF DIRECTIONS
BURGUNDY ROSE DR 1
FIR TREE IN 1
BINDWEED ST 2
PRIMROSE CROSSING, PHASE IC
PAGE III OF EXHIBIT "C"
Iv
STREET NAME SIGNS
1. The City of Fort Worth will install the street name signs upon final
approval of the street construction. The street name signs will remain
the property of, and will be maintained by, the City of Fort Worth.
2. The Developer will pay for the street name sign installations required
for this development to the extent of$245.00 per intersection. This
unit cost will be revised annually by the Department of Transportation
and Public Works to reflect prevailing costs of materials and labor.
3. This development creates the following eleven (11) intersections at a
cost to the Developer of$2,695.00:
Cedar Lebanon St & Brewer Blvd
Cedar Lebanon St & Allspice Tr
Cedar Lebanon St & Bindweed St
Burgundy Rose Dr & Allspice Tr
Burgundy Rose Dr & Bindweed St
Burgundy Rose Dr & Mullen Dr
Fir Tree Lane & Mullen Dr
Fir Tree Lane & Gentian Dr
Wake Robin Dr & Gentian Dr
Japonica St & Gentian Dr
Dew Plant Way & Gentian Dr
Primrose Crossing, Phase IC
CFA code: 2006008 February 8, 2006
BFJVBROOK LAKE
LOMBUS
TRAIL B
Lx
L
R R
FRAN
AtqS EWART-MTZ
NOT TO SCALE
C E I V E D
LOCATION MAPE CUD
CRY -MbIl-I'MARY
PRUVROSE CROSSING
PHASE IC
CARTBt & BURGESS,W-
m MW STIM
FORE WOM,TX 76M
M 73S.6CM
PROJECT NO. 013539.030.3.0001
CHEN, T
FELIX IV
VOL. 11
10998,
PG. 148
CHEN, FELIX SCALE: 1" = 200'
VOL. 10998, PG. 148
—
• 1 15' A 15'A A
1 29
1 93 92 91 90 89 88 87 B6 BS 84 83 82 BI 80 79 7B 77 76 75� 74 73/0
1 AR B O E 72
I `
H 71 ..
1 42 70 d41 1 2 3 45 6 7 B 9 10 Il 12 13 14 Is 16
15'ALLEY H
En 69 a
15'A F 15'ALtfY E p
40 _ — 68
Q� j
_J
39 32 31 30 2928 27 26 25 24 23 22 21 20 19 18 17 W
_ 67 O a
38 U G Y O E D 66 0 a s j
j37
6s j
64 j• 35 34 33 32 31 30 29 ' 54 '55 56 57 58 'S9 60 61 620.
63
M. 15 I A 15 A J
wo
3l 22 23 24 25 26 27 28 531
41
-j 18 32 1 I kp I ;
17
16 1
J 14 IWAKE: ROBIN DRIVE
• 15'ALLEY K - ..................--.
3 •• •��•
ROV 12 1
1 1S ALLEY N
< 10
9 321
IIAPON'lCA
6 �1�1■
LEGEND
PROP. 29' B/B STREETS
ROADWAY/50' ROW
EXHIBIT 'B'
PROP. ALLEY
1 0' PAVEMENT PRIMROSE CROSSING
ROADWAY/ 1 5' ROW PHASE IC
PROP. 4' S I DEWALK
( BY HOMEBUILDER)
PROP. 4' S I DEWALK
( BY DEVELOPER) L�,1f1 Cater BYSS
I� j; JpSRJ CARTER & BURGESS,INC.
777 TWIN STREET
9� 1 �1� 1, IYI FORT 35-60 TX 76102
LIMITS OF PROJECT •.�.....- V V (sln 73s-b000
PROJECT NO. 013539.030.3.0001
IW, esti,
ODGWSPECIFICATION....•.• PAGE 6 OF 11
...\CIV\539PhaselC\pc1lcfa.dgn 5/5/2006 10:50:35 AM
N
SCALE: 1" = 200'
Ff 1-■
1\1 1 01 JAPONICA
s ; STREET
—1 4 1
—1 3 1 ::'_LL::
14 ALLEY M
—1 1
2 321
1
—FI
DF _
1 att , VJ
04' 1 1 PLANT:
WAY
LALLE P..
J '
I
1
LEGEND
PROP. 29' B/B STREETS
ROADWAY/50' ROW
EXHIBIT 'B'
PROP. ALLEY
1 0' PAVEMENT PRIMROSE CROSSING
ROADWAY/1 5' ROW PHASE IC
PROP. 4' S I DEWALK ..........„
( BY HOMEBUILDER)
PROP. 4' S I DEWALK Tarter..Burgess
( BY DEVELOPER) w �^'l�, lo; �^ I^o;�l
�J��tl�JG':l. i1�LV W.1RTER 8 BURGESS,INC.
7 MNN STREET
LIMITS OF PROJECT ......... / �Ja� r�p F
I
RT WORTH,T%76102
" �� !(� 1 OJE�NO. 013539.030.3. 0001
s DL1a SPECIFICATION—..... Y VO '+Y•LI Ni UY� L.G.R PAGE 7 OF 11
...\CIV\539PhaselC\pc1lcfa.dgn 5/5/2006 10:50:51 AM
CHEN,
FEL IX �T
VOL. 36" HW 1
/0998,
NI
PG. 148 €
CHEN, FELIX
VOL. 10998, PG. 148 SCALE1 1" = 200'
I Eo
ALLEYA 10. 21' 15' LLEY 4' 3°" 1°93 92 9l 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75� 74 73 c
_ E B O _ E 10' 7z N I
4' 36"
27" 5'X3' SBC
HW
I21 F O10 701 2 3 4 5 6 7 8 9 IO 11 !2 11 16 I36'� 69W15'A FAL 1'
40 V ISE I W/ 68 y4' MH W
39
L12 dI30 29 28 27 26 25 24 23 22 21 20 19 /8P 17 67 RISER STEPS W/ a
aO
38 G Y OED 66 0 C4
- 37 24"
65
36
t: 35 34 33 32 31 30 29� 54 55 56 57 58 59 60 61 62 63 64
O'
' 15' LL I A 15
— 14' UKUK 15'
INLET 4'
3/ 22 23 24 25 2b 27 2B�1 53 i
21 ;
I � 20
I � R E
/9
1 2 3 4 5 6 7 -- --
18 32
~ 17 1s EY
21"
16 10' PkLAKI�
J515ALLEY K 24 ROBIN
_ —4'M
AMARANTH 1 13
ROAD ��] I I /2
II 27' I A 1' L N
II .n 10
II 31 9
32
_..... Ir8 U' (JAPONICA
II 7 zt'
'°' STRE T
n 6
STORM DRAIN
LEGEND EXHIBIT 'B-1'
PROP. STORM DRAIN LINE PRIMROSE CROSSING
PROP. INLET PHASE IC
PROP. MANHOLE
PROP. HEADWALL Carter> Burgess
_ (^� ,�,
EXIST. STORM DRAIN LINE ___ __. �FFI(J1 L IptEC 91�
CARTER 8 BURGESS,INC.
111 11111 TXT
LIMITS OF PROJECT FO WORTH,TX
76102
J817)
735000
PROJECT N0. 013539.030.3.0001
R •✓1: 3lo t..GtlR
DON-p.\1o5\013579\clHS39Phoe IC\Pcflcfo.dgn PAGE 8 OF 11
N
SCALE) l" = 200'
JAPONICA
II tl s STREET
4 �
11 I 3 J:1 I ISALLEY 0
II 35'ALLEY M
II II 2 Z
11 I II /
O 4..
II c DEW:
p4 11 I PLANT
II J z s 4 I WAY
II I 15'ALLEV P IWALLEY P
STORM DRAIN
LEGEND EXHIBIT 'B-1'
PROP. STORM DRAIN LINE PRIMROSE CROSSING
PROP. INLET 71 PHASE IC
PROP. MANHOLE /�
PROP. HEADWALL --{ Carlterl', Burgess
G=
EXIST. STORM DRAIN LINE CARTER & BURGESS,INC.
777 MAIN STREET
LIMITS OF PROJECT FORT WORTH,T%76102
—_—• (917)7354000
PROJECT NO. 013539.030.3.0001
OGN-Q.\Jeb\013539\.[v\539Ph—]C\DCI ICT.EQn PAGE 9 OF 11