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Developer and Project Information Cover Sheet:
Developer Company Name: Quail Valley Devco I, LLC
Address, State, Zip Code: 8401 N. Central Expressway, Suite 350 Dallas TX 75225
Phone & Email: 214-292-3410, cyeager@republicpropertygroup.com
Authorized Signatory, Title: Clint Yeager,Vice President
Project Name and Brief Walsh Ranch Quail Valley Phase 1 C On-Site
Description:
Project Location:
Plat Case Number: FP-16-049 Plat Name: Walsh Ranch Quail Valley Phase 1C
Mapsco: 761-G Council District: 3 City Project Number: 100454
CFA Number: 2016-103 DOE Number: None
To be completed by staff
Received by: �� (.�'�► Date:
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 1 of 11
STANDARD COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary
COUNTY OF TARRANT § Contract No.
WHEREAS, Quail Valley Devco I, LLC , ("Developer"), desires to make certain
specific improvements as described below and on the exhibits attached hereto ("Improvements")
related to a project generally described as Walsh Ranch Quail Valley Phase 1C On-Site
("Project") within the City or the extraterritorial jurisdiction 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 collective Improvements for 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
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 2 of 11
further acknowledges that said acceptance process requires the Developer's contractor(s)
to submit a signed affidavit of bills paid and consent of Surety signed by its surety to
ensure the contractor has paid any sub-contractor(s) and suppliers in full. Additionally,
the contractor will provide in writing that the contractor has been paid in full by
Developer for all the services provided under this 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) ®, Sewer (A-1) M', Paving (B) ®, Storm Drain (B-1) FA, Street Lights &
Signs (C) M.
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. Developer shall
ensure its contractor(s) pays the then-current City-established wage rates.
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 be constructed, said
contractor to meet City's requirements for being prequalified, insured, licensed
and bonded to do work in public ways and/or prequalified to perform
water/wastewater 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 infrastructure, and a maintenance bond in the name of the
City for one hundred percent (100%) of the contract price of the infrastructure 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
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 3 of 11
maintenance bond. All bonds to be furnished before work is commenced and to
meet the requirements of Chapter 2253, Texas Government Code.
iii. 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
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 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, if any, 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, unless otherwise agreed to by City, 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 required herein.
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 4 of 11
I. City shall not be responsible for payment of 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.
J. 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,
its 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, its 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
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 5 of 11
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.
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
i. 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.
iii. 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
City of Fort Worth, Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 6 of 11
the end of two (2) years from the date of this Agreement (and any extension
period)the Improvements have not been completed and accepted.
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: 10.07.2015
Page 7 of 11
Cost Summary Sheet
Project Name: Walsh Ranch Quail Valley Phase 1C On-Site
CFA No.: 2016-103 CP No.: 100454
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.
I
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 $ 2,314,042.54
2.Sewer Construction $ 2,590,853.00
Water and Sewer Construction Total $ 4,904,895.54
B. TPW Construction
1.Street $ 4,645,831.62
2.Storm Drain $ 1,964,354.00
3.Street Lights Installed by Developer $ -
4. Signals $ -
TPW Construction Cost Total $ 6,610,185.62
Total Construction Cost(excluding the fees): $ 11,515,081.16
Construction Fees:
C. Water/Sewer Inspection Fee(2%) $ 98,097.91
D. Water/Sewer Material Testing Fee(2%) $ 98,097.91
Sub-Total for Water Construction Fees $ 196,195.82
E. TPW Inspection Fee(4%) $ 264,407.42
F. TPW Material Testing(2%) $ 132,203.71
G. Street Light Inspsection Cost $ -
H. Signals Inspection Cost $
H. Street Signs Installation Cost $ -
Sub-Total for TPW Construction Fees $ 396,611.14
Total Construction Fees: $ 592,806.96
Choice
Financial Guarantee Options,choose one Amount Mark one
Bond= 100% $ 11,515,081.16
Completion Agreement= 100%/Holds Plat $ 11,515,081.16 x
Cash Escrow Water/Sanitary Sewer=125% $ 6,131,119.43
Cash Escrow Paving/Storm Drain=125% $ 8,262,732.03
Letter of Credit=125%w/2yr expiration period $ 14,393,851.45
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 8 of 11
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 DEVELOPER
Quail Valley Devco I,LLC
2.o�L�
f esus . Chapa
Assistant City Manager Name: Clint Yeag
Title: Vice Present
Date:
Date: //Am/
Recommended by:
ATTEST: (Only if required by Developer)
Wendy Chi-B bulal, EMBA, P.E.
Development Engineering Manager Signature
Water Department Name:
Douglas L91. Wiersig,P.E.
Director
Transportation&Public Works Department
Approved as to Form &Legality: ATTEST:
Richard A. McCracken Maryay e
Assistant City Attorney City Se ar
M&C No. Ow ® 0F°O� ,
Date: �� 'Itt �q 0
W° °
e 1295 : n�llr}- a o
OFFICIAL RECORD l °o°°°°°�°°°
CITY SECRETARY AS
City of Fort Worth,Texas
Standard Community Facilities Agreement FT, WORTH,TX
CFA Official Release Date: 10.07.2015
Page 9 of 11
Check items associated with the project being undertaken; checked items must be
included as Attachments to this Agreement
Included Attachment
�i Attachment 1 - Changes to Standard Community Facilities Agreement
Location Map
Exhibit A: Water Improvments
Water Cost Estimate
Exhibit A-1: Sewer Improvements
Sewer Cost Estimate
Exhibit B: Paving Improvements
Paving Cost Estimate
Exhibit B-1: Storm Drain Improvements
L ' Storm Drain Cost Estimate
FA 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: 10.07.2015
Page 10 of 11
ATTACHMENT"1"
Changes to Standard Agreement
Community Facilities Agreement
City Project No. 100454
None
City of Fort Worth,Texas
Standard Community Facilities Agreement
CFA Official Release Date: 10.07.2015
Page 11 of 11
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\ \ 8" G TE VALVE 12" GATE EXHIBIT 'A'
\ VALVE WATER LINE SHEET 9 OF 9
I
E HYDRANT QUAIL VALLEY - PHASE 1 C -ON-SITE
IRNovember 7, 2016
� VALVE S UMARD WAY
WATER
e
LINE wt Hu1TT ZOLLARS 1 '" GA 12" TE VALVE
72" WAR LINE / RWALSH
ANCH
BCOLE 11/08/2016 7:34AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1 C\EXHIBITS\CFA_PH 1 C_SSWR.DWG
I ,
4' DIA. MH 4' DIA. MH 8" PVC 4' DIA. MH
81" C 4" DIA. MH
11 1 I�I 1 1
4' DIA. MH
4' DIA. MH 4DIA. MH 4' DIA. MH \
4' DIA. MH
PVC 4' DIA. MH 1 1
PVC 8" \ II 1
4' DIA. MH 4' DIA. MHtA
4' DIA. MH
8" PVC % � I
II 1
` I
4" DIA. MH le I 1 1
4' DIA. MH le I I 1
W
8" PC V 4' DIA. MH 8' PVC
C
8" PV DROP MH 4" DIA. MH I I III 1
W 4' DIA, MH
F PVC 8'" PVC 4' DIA. MH 1 1 I 1 1
Z4' DIA. MH yy PVC 11 III 1
a TWA K PLA E 1
PV N 4' DIA. MH 1
N Rl1�
4' DIA. MH I I
4' DIA. MH I I I f
8 PV I III cl — —
�® 8" PVC
\ I I I
� I
®® 4' DIA. MH w
NORTH EXHIBIT 'A-1'
SANITARY SEWER SHEET 1 OF 9
QUAIL VALLEY - PHASE 1 C - ON-SITE
LEGEND
November 7, 2016
ss SSWR LINE SCALE: 1" = 200'
® SSWR MANHOLE HUI T-ZOLLARS
ss PH 1 C SSWR LINE 0 100 200 400
• PH1C SSWR MANHOLE WALSH
RANCH
BCOLE 11/08/2016 7:35AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
4' DIA. MH
8" PVC
4' DIA. MH 4' DIA. MH \ \ 1
J
4' DIA. MH4' DIA.
PVC DROP MH I III
III � I
8" PVC y
8' PVC
4' DIA. MH
4' DIA. MH f t I I
p� 8" PVC 1 9
4" DIA. MH
PVC
4' DIA. MH '
8" Pvc
4' DIA. MH
PVC
4' DIA. MH
11 � II� j 1
8" Pvc III I
- -
4' DIA. MH 8" PVC
1 NORTH
4' DIA. MH 1
8" PVC
I
1 I SCALE: 1" = 200'
4' DIA. MH 1 I I 1 I 0 0 100 200 400
EXHIBIT 'A-1'
F
RY SEWER SHEET 2 OF 9
LLEY - PHASE 1 C - ON-SITE
LEGEND
November 7, 2016
ss SSWR LINE
SSWR MANHOLE HUITTZJLLARS
PH1C SSWR LINEPH1C SSWR MANHOLE EMMI
BCOLE 11/08/2016 7:35AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
\ \ LEGEND
\ �\ ss SSWR LINE
\\�\ SSWR MANHOLE
\ \ ss PH 1 C SSWR LINE
• PH1C SSWR MANHOLE
—ss— EXISTING SSWR LINE
�`f\\ EXISTING SSWR MANHOLE
' SSS
OFFSITE ITEMS SHOWN
IN OFFSITE CFA EXHIBITS
�I NORTH
SCALE: 1" = 200'
OHE-
0 100 200 400
Irl 'E ' -OHE- _0HE- -OHE- EXHIBIT 'A-1'
I I ' - I -OHE- SANITARY SEWER SHEET 3 OF 9
a" PVC — s�— QUAIL VALLEY - PHASE 1C - ON-SITE
I
I I November 7, 2016
_ 4' DIA. MH
�4 DIA. MH \ / I III Hu11TZ�JLLARC
8" PVC ' 11 V
I Illy
RANCH
I
BCOLE 11/08/2016 7:35AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
EX. 30 SS _
------ -_ss- _ -ss- ss
® ORAL. —OHE— —
�OHE' o
OL_DOHATM 2W I I \
OFFSITE ITEMS SHOWN
IN OFFSITE CFA EXHIBITS
—_-- _
4' DIA. MH — — —= 8 C a(� —
IItY�RIDGTs ROtID
8"
DHE—
��� ———— __ • 4' DIA.
8' PV—C�— — DROP MH
4' DIA. 4" DIA. MH O
4' DIA. MH I II DROP MH O
2" PVC / � �_ —OHE— \ HO
L- —
\ —OHE—
8" PVC \ eQ� _ 4' DIA. MH
\ & A 4' DIA. MH r
8" PVC
4' DIA. MH \ — — —
4' DIA. MH
0
4" DIA. MH �� 8"• PVC
8"' VC -
4' DIA. MH 4" DIA. MH Z_
8" PVC 8" PVC
LEGEND EXHIBIT 'A-1'
ss NORTH SSWR LINE � SANITARY SEWER SHEET 4 OF 9
SSWR MANHOLE QUAIL VALLEY - PHASE 1 C - ON-SITE
ss PH1 C SSWR LINE ' , November 7,2016
• PH1C SSWR MANHOLE
-ss- EXISTING SSWR LINE
EXISTING SSWR MANHOLE SCALE: 1" = 200' HUI1T Z�JLLAR
0 100 200 400
WALSH
RANCH
BCOLE 11/08/2016 7:36AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
8" PVC
LEGEND
4' DIA. MH 4' DIA. MH SS SSWR LINE
" Pvc SSWR MANHOLE
4' DIA. MH
4' DIA. MH ss PH 1 C SSWR LINE
8" Pvc 4' DIA, MH B" Pvc PH1C SSWR MANHOLE
4' DIA. MH
4' DIA. MH 8" PVC
8" PV 4' DIA. MH
PVC SyO� 8" P 4' DIA. MH 8' PVC
4' DIA. MH �� 4" DIA. MH 4' DIA. MH �c
4' DIA. MH
CIRCLE 8" Pvc
8"' C �V 8„ c �y�� �541FF B" PVC 4' DIA. MH
8" PVC 4' DIA. MH
�0
B" PVC
�Q 8" PVC
4' DIA. MH 4" DIA. MH 8" PVC
4' DIA. MH MH 4' DIA. MH
4' DIA. MH4' DIA. MH 8" PVC
8" PVC 8"" PVC 8" PVC
8" PVC 8" PV
4' DIA. MH
4' DIA. MH 4' DIA. MH
4' DIA. MH PVC
B" 4' DIA. MH
4' DIA. MH 4' DIA. MH
8" PVC
8" P
4' DIA. MH 8"' PVC
4' DIA. MH 4' DIA. MH
" PVC 8"" PVC
4' DIA. MH
4' DIA. MH /$L
PVC
B" PVC
4' DIA. MH
NORTH EXHIBIT 'A-1'
4' DIA. MH FRA
RY SEWER SHEET 5 OF 9
LLEY - PHASE 1 C - ON-SITE
November 7, 2016
SCALE: 1" = 200'
0 100 200 400H L.l I�ZOLL�
BCOLE 11/08/2016 7:36AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
4DIA. MH I
4' DIA. MH 8" PVC 4' DIA.
4' DIA. MH 4' DIA. MH DROP MH
ca &
8" PVC 4' DIA. MH 4' DIA. MH
4" DIA. MH
4' DIA. MH 8" PVC 8" PVC
0
4" DIA. MH
9
4' DIA. MH
8" PVC 8" PVC c'
~ 8 PV 4' DIA. MH 4' DIA. MH n
4" DIA. MH
4' DIA. MH
8" PVC
4' DIA. MH 4' DIA. MH4' DIA. MH
4" DIA. MH
8" VC
8" PVC 4' DIA. MH 4' DIA. MH 4" DIA. MH
4" DIA. MH 4' DIA. MH
4' DIA. MH 4' DIA. MH4' DIA. MH
8" PVC 4' DIA. MH \
8" P
4" DIA. MH 4' DIA. MH o 4' DIA. MH
8" PC
VC /
4' DIA. MH 8" PVC
4' DIA. MH
8" PVC g" P 4" DIA. MH
4' DIA. MH4' DIA. MH
..AL
4" DIA. MH
4' DIA. MH c N
— \
MH 8" PVC \
4' DIA. MH
4' DIA, MH 4' DIA. MH
An
NORTH EXHIBIT 'A-1'
SANITARY SEWER SHEET 6 OF 9
QUAIL VALLEY - PHASE 1 C - ON-SITE
LEGEND
November 7, 2016
ss SSWR LINE SCALE: 1" = 200'
® SSWR MANHOLE =09HUIT OLLARS
ss PH 1 C SSWR LINE 0 100 200 400
• PH1C SSWR MANHOLE WALSH
RANCH
BCOLE 11/08/2016 7:37AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
4' DIA. MH LEGEND
8" Pvc ss SSWR LINE
8" PV 4' DIA. MH
m SSWR MANHOLE
4' DIA. MH 8" PVC ss PH1C SSWR LINE
• PH1C SSWR MANHOLE
4' DIA. MH
8'" VC
8' PVC
4' DIA. MH
4' DIA. MH
8" PVC
4' DIA. MH 8" PVC
4' DIA. MH 8" VC 4' DIA. MH
8" PVC 4' DIA.
8' PVC DROP MH
4' DIA. MH
8 VC
AD
8•• P, " PVC
C
4' DIA. MH 8" PV
4" DIA. MH
PVC
4' DIA. MH 4' DIA. MH
4' DIA, MH
4' DIA. MH 8" PVC
' C
4' DIA. MH 8" Pvc NORTH
8 P B, PVC 4' DIA. MH
4' DIA. MH
4' DIA. MH 8" Pvc SCALE: 1" = 200'
8" VC 0 4' DIA. MH 100 200 400
8" PVC C
8' VC
'
4DIA. MH
4' DIA. MH fCX� 4' DIA. MH EXHIBIT 'A-1'
8" Pvc s LgNe 8„ c 8" Pvc SANITARY SEWER SHEET 7 OF 9
4' DIA. MH 4' DIA. MH QUAIL VALLEY - PHASE 1C -ON-SITE
8" Pvc November 7, 2016
vet HUITT--ZOLLARS
WALSH
RANCH
BCOLE 11/08/2016 7:37AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI13ITS\CFA_PH1C_SSWR.DWG
-OHE- -OHE
PVC
(I LEGEND
I4" DIA. MH SS SSWR LINE
�I s' Pv o SSWR MANHOLE
I I 4' DIA. MH SS PH1C SSWR LINE
OFFSITE ITEMS SHOWN I PH1C SSWR MANHOLE
IN OFFSITE CFA EXHIBITS I
I 4' DIA. MH
O J
/ 4' DIA. MH
8 PVC
I /
I 4' DIA. MH 4' DIA, MH
4' DIA. MH 8" P C
1 4' DIA. MH
1 4' DIA. MH
8" PVC
4' DIA. MH
/
8" VC
' 4' DIA. MH 4' DIA. MH
8" PVC 8" PVC
4' DIA, MH 4' DIA. MH NORTH
" PVC
4' D/A. MH
'8" PVC
4' DIA. MH SCALE: 1" = 200'
MOM
/ 4' DIA. MH 8" PVC 0 100 200 400
/ EXHIBIT 'A-1'
8" P c 4' DIA. MH SANITARY SEWER SHEET 8 OF 9
8" Pvc QUAIL VALLEY - PHASE 1 C - ON-SITE
4' DIA. MH November 7,2016
/ w
/ 8° VC 4' DIA. MH ® HUITT OLLARS
WALSH
RANCH
BCOLE 11/08/2016 7:37AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SSWR.DWG
II
LEGEND
ss SSWR LINE
° SSWR MANHOLE
I
ss PH1C SSWR LINE
�SS�X 30 • PH 1 C SSWR MANHOLE
\ —ss— EXISTING SSWR LINE
._ss_
ss�` EXISTING SSWR MANHOLE
Ln I
Ln
I � 1
I
I I II I I I
V I I I II II I I�
l °
�I \ �_____------
f \ °—ss --- ---
—ss-
.° I
II
II I
�I� I
o N 0 RTH
OFFSITE ITEMS SHOWN
Illj I I N OFFSITE CFA EXHIBITS
II I SCALE: 1 200'
0 100 200 400
s" PVc —o EXHIBIT 'A-1'
4' DIA. MH —OHE— SANITARY SEWER SHEET 9 OF 9
,o o _ —OHE— QUAIL VALLEY - PHASE 1C - ON-SITE
November 7,2016
ACCESS \\ \\ DIA. MH
CHAMBER 8 PV
—OH E TT -daHE= / /—0 — „ PVC e HUIT OLLARS
OHE
�T HE
—OHE— —SHF— RANCH
BCOLE 11/08/2016 7:44AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_PAVE.DWG
52' R.0.W.
16' PARKWAY 28" FACE OF CURB 8' PARKWAY
?�
1',5' SIDEWALK 10' ' PARALLEL PARKING I ' PARALLEL PARKIN
3
2% 71P. 3 3 2% 71P.
2$ 7W. 2% 7YP.
2
SECTION A—A
nor m xwe
60 R.O.W.
16' PARKWAY 28' FACE OF CURB 16" PARKWAY
p�
1' 5' SIDEWALK 10" ' PARALLEL PARKIN I " PARALLEL PARKIN 10' 5' SIDEWALK 1'
3
2% TIP. 3 1 I 3 2% 7YP.
2% 7YP.
2
k VV
`^ SECTION B-B
nor m laic
44' R.O.W.
8' PARKWAY 20' FACE OF CURB 16' PARKWAY
5'
8' PARALLEL PARKIN 10" SIDEWALK 1"
2% TYP. 1 I \
22- 1YP. 2% 7YP.
2% TYP.
EXHIBIT 'B'
2
PAVING SECTIONS SHEET 1 OF 3
��y 4 QUAIL VALLEY - PHASE 1 C - ON-SITE
SECTION E-E November 7 2016
nor m go"
HUITTZOLLA.RS
WALSH
RANCH
BCOLE 11/08/2016 7:44AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_PAVE.DWG
60 R.O.W.
16' PARKWAY 28' FACE OF CURB 16' PARKWAY
1' 5' SIDEWALK 10' ' PARALLEL PARKING I ' PARALLEL PARKIN 10' 5' SIDEWALK 1'
3
o:l 10
2% T1P. 3 r 3 2% TYP.
2R TYP. 2R TYP.
2
SECTION 1-1
nor To SME
VARARIE WIDTH R.O.W.
16' PARKWAY ' FACE OF CURB VARIABLE WIDTH ' FACE OF CURB 16' PARKWAY
5' MEDIAN 5
x. 1' 10' 8' PARALLEL PARKING 8' PARALLEL PARKING 10' SIDFWAI K 1
2% TYP.
1% MIN.
M/4 r 2 TYP.2.� 3 r 1% MIN.3 2% TYP. �1 G
4% MAX.
Ei���`v 2 2 .n
SECTION F-F
nor To smu
40' R.O.W.
8' PARKWAY 20' FACE OF CURB 12' PARKWAY
5'
A� 8' PARALLEL PARKING 6' 1'
29 TYP. a 2% TYP.
2% TYP.
EXHIBIT 'B'
PAVING SECTIONS SHEET 2 OF 3
2 QUAIL VALLEY - PHASE 1 C - ON-SITE
SECTION G-G November 7,2016
norm aoKE
wt HLII1T-ZOLLAR`�
WALSH
RANCH
BCOLE 11/08/2016 7:45AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_PAVE.DWG
48' R.0.W.
8' PARKWAY 24' FACE OF CURB 16' PARKWAY
8' PARALLEL PARKING 8' PARALLEL PARKING 10' 5 1'
�I 2% TYP. 2% TYP. I 2% TYP. �\ 2% TYP.
SECTION D-D
NOT TO SMILE
53' R.O.W.
12' PARKWAY 28.0' 12.5' PARKWAY
1'5' SIDEWA K 6'
27. TYP. I I� p�•
2% TYP.2% TYP. 27. TYP.
2% TYP.
\gyp I 4, z R,
SECTION H1-H1 <
nor TO SMILE
16' R.O.W.
12' EDGE OF PAVEMENT
EXHIBIT 'B'
PAVING SECTIONS SHEET 3 OF 3
QUAIL VALLEY - PHASE 1 C - ON-SITE
November 7,2016
SECTION C—C
wr ro rKc
HUITf ZOLLARS
WALSH EMMM
RANCH
BCOLE 11/08/2016 7:45AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_PAVE.DWG
MATCHLINE 6+00 SEE
SHEET 2 OF 4
.F. I I I
' S EW L I
y TYP.
Ic
�0 I
a I
,B 1
'B G EN 111
A�� I
WALK
I�
0
�Z'A ty �
� c• h � t 1 � I
Waisa I
m�- VrsA'U� 4' c• c
II
c. I NORTH
1 ' ,
SCALE: 1" = 300'
0 150 300 600
EXHIBIT 'B'
PAVING SHEET 1 OF 4
LEGEND QUAIL VALLEY - PHASE 1 C - ON-SITE
6" THICK CONCRETE PAVEMENT November 7, 2016
5" THICK SIDEWALK BY DEVELOPER O\&q
HUI1T-7SJLLARS
WALSH
RANCH
BCOLE 11/08/2016 7:45AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1 C\EXHIBITS\CFA_PH1 C_PAVE.DWG
-- _ _SS- 5_
SSS"
SCJ
I
--- II
� —
O / _=L_
Off/
B �
/ NORTH
' SID AL
4 111
II / SCALE: 1" = 300'
0 150 300 600
c 'c' 111
EXHIBIT 'B'
.c I PAVING SHEET 2 OF 4
MATCHLINE 6+00 SEE QUAIL VALLEY - PHASE 1 C - ON-SITE
LEGEND SHEET 1 OF 4 November 7, 2016
6" THICK CONCRETE PAVEMENT
5" THICK SIDEWALK BY DEVELOPER HUIT MOLARS
WALSH
RANCH
BCOLE 11/08/2016 7:46AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_PAVE.DWG
-z
ULD 0LD1IlSL 7jWMRD RUAD /
I �
li' MARY'S wmGE R0A•D -
-�
5' SIDE — —cHE-- —`-
NP1 5' SIDEWALK
'B TYP.
I
a a
Kq N
49 A C E ED
1 e
NORTH�
5' SID A K C' 'C'
TyP' C' 'C' SCALE: 1" = 300'
I F'
A' 0 150 300 600
EXHIBIT 'B'
MATCHLINE 6+00 SEE PAVING SHEET 3 OF 4
LEGEND SHEET 4 OF 4 QUAIL VALLEY - PHASE 1 C - ON-SITE
November 7,2016
6" THICK CONCRETE PAVEMENT
5" THICK SIDEWALK BY DEVELOPER VOW HUITT ZOLLAR
WALSH
RANCH
BCOLE 11/08/2016 7:46AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI8ITS\CFA_PH1C_PAVE.DWG
MATCHLINE 6+00 SEE
SHEET 3 OF 4
b A.
S 00
'C'
l�
L aw
B' c E• ,8 A.
� E. a• I W
W
W
P $L
�W
a
'B'
'B
'c' 'c
NORTH
\ ` WALSH AVENZJ� ®®
SCALE: 1" = 300'
0 150 300 600
EXHIBIT 'B'
PAVING SHEET 4 OF 4
LEGEND QUAIL VALLEY - PHASE 1 C - ON-SITE
6" THICK CONCRETE PAVEMENT
November 7,2016
5" THICK SIDEWALK BY DEVELOPER HUITf ZOLLARS
WALSH
RANCH
BCOLE 11/08/2016 7:50AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_STRM.DWG
10' CURB INLT \ 21" RCP I 1 1 —
:•
10' CURB INLT 24" RCP `� � I I
21" RCP '. 21" RCP
10' CURB INLT '- \ `� 10' CURB INLT ` K
.21" RCP 10' CURB INLT
21" RCP': � .................... I I i 1
1 �
10' CURB INLT .
.
. .••` �� .. 21" RCP 24" RCP
:......... 24" RCP C 1 I
21'..RCP' I PCZ-- 10' CURB INLT 4' SQ. MH t4
21" RCP '
RCP.•
�
21" RCP" //� II I i I 1 1
4' SQ. MH 21 RCP 10' CURB INLT n I 1
10' CURB INLT 1 21" RCP I I I
21" RCP`. 21" RCP 1
21' RCP : l ]0 CURB INLT 10' CURB INLT
Er 10' CURB INLT ,
10' CURB INLT 10' CURB INLT I I 1
10' CURB INLT �.: .. IU R 1 1
�,
MED MDY
AK 24"'RCP..:. RIP-RAP I 1
21" RCP •....::..... pL-ACS I I I
'
21" RCP`9�G k: 1 I I I
36" RCP �Y ; 21" RCP 21" RCP I I
PHASE 1A 10' CURB INLT TYPE 'B"
d.' 10 CURB INLT HDWL
N:_ 10' CURB INLT 1I III
_ I I
10' CURB INLT _ L21" RC'P RC I I IW
\\ 21" RCP III
I
„ —W_.
PHASE21 1A 10' CURB INLT 24" RCP 30" RCP
\ PHASE 1 PHASE 1A d
\J 60" RCP PHASE 1A
48" RCP
PHASE 1A
SII �
24" RCP 30" RCP
PHASE 1A 60" RCP PHASE 1A
PHASE 1 `V
EXHIBIT 'B-1'
NORTH STORM SHEET 1 OF 9
QUAIL VALLEY - PHASE 1 C - ON-SITE
November 7, 2016
SCALE: 1" = 160' w= H i r UIiTT ZOLM
0 80 160 320 WALSH
xAKIT CH
BCOLE 11/08/2016 7:50AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI8ITS\CFA_PH1C_STRM.DWG
V 10' CURB INLT 10' CURB INLT
21" RCP fsj 4' SQ. MH l
TYPE "B" HD WL
21" RCP MEDIUM DRY I
RIP-RAP
l W A LEY E Ill
I
w MEDIUM DRY I
RIP-RAP I
10' CURB INLT "PSET-SC" HDWL
\ 10' CURB INLT 10' CURB INLT
2 •• 30' RCP
RI
21" RCP C/�- 42" RCP
-
... ....
?1" RC.:... ..
P
`. 10' CURB
1 INKY P
1" RCP 21" RCP
10' CURB INLT5' SQ. MH
10' CURB INLT 'Z, 21"• "' 21" RCP 14' DROP INL
RCP
21 RCP
10' CURB INLT I I 36" RCP
36" RCP
" .� •'' � T
2 4' SQ. MH 24" RCP
I ,
10' CURB INLT 21" RCP I I 30 I RCP
INLT
21" RCP 21" RCP ... .2q" II 'I,�I NORTH
10' CURB INLT
21 RCP 2�,. RCPB INLT/ 4,i RCP � 1 -
IK Nh,
\ /10' CURB INLT 2 � 1
24" RCP....* - 4' .SQ. MH 10' CURB INLT 1 ` \\
SCALE: 1" = 160'
/ L�vgS
�•• � 0 80 160 320
EXHIBIT 'B-1'
STORM SHEET 2 OF 9
QUAIL VALLEY - PHASE 1C -ON-SITE
November 7, 2016
wt HUITMOLLARS
WALSH
RANCH.
BCOLE 11/08/2016 7:51AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI8ITS\CFA_PH1C_STRM.DWG
-OHE-
OFFSITE ITEMS SHOWN ��E- -'- HE
IN OFFSITE CFA EXHIBITS
\�� * 21" RCP --
10' CURB INLT
10CURB INLT
l
21" RCPT -
15' CURB INLT _ -� �`"'..• —
......
4' SQ. MH .
— _ ———
I I MEDIUM DRY \ \
I I RIP—RAP
I 21" RCP 'PSET—SC" HDWL
w
24" RCP 10' CURB INLT
10' CURB INLT
5' Q. MH EF, CpUR
S ADE .,REE STREET Og,N - N^
................. ...... C
4�Q 30 RCP riR / 4' SQ. MH
10 CURB INLT 21" RCP 21" RCP /
21" RCP
10' CURB INLT
21" RCP 4' DROP INLT21" RCP' 10' CURB INLT 10' CURB INLT SCALE: 1" = 160'
10 CURB INLT
� I I
•••• 21" RCP �\ / 0 80 160 320
21" RCP I
EXHIBIT 'B-1'
10' CURB INLT STORM SHEET 3 OF 9
TQUAIL VALLEY - PHASE 1C - ON-SITE
10' CURB INLT `_ November 7,2016
10' CURB INLT 21" RCP
21" RCP
4' DROP INLT 5' SQ. MH
10' CURB INLT 10' CUi NUITT Z�JLLARS
1 WALSH
RANCH
BCOLE 11/08/2016 7:51AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_STRM.DWG
i
MEDIUM DRY
RIP_ JZ P
'PSEI'—SC" HDWL
4' SQ. MH
24" RCP
10' CURB INLT 'i 21" RCP
21 RCP
10' CURB INLT
" '
10' CURB INLT ��� '•.
1ji '• 24" RCP ..............
24" RCP
CURB INLT
10' CURB INLT A ,24" RCP
4SQ. MH 24" RCP
4' DROP INLT
10' CURB INLT
24" RCP24" RCP NORTH
10' CURB INLT 24" RCP
MEDIUM DRY
RIP—RAP
\ '
21" RC\ SCALE: 1" = 160'
0 80 160 320
EXHIBIT 'B-1'
STORM SHEET 4 OF 9
"PSET-SC" QUAIL VALLEY - PHASE 1 C - ON-SITE
HDWL November 7, 2016
l I 10' CURB INLT
HUIT MOLLAR
WALSH
RANCH
BCOLE 11/08/2016 7:52AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI8ITS\CFA_PH1C_STRM.DWG
\ 4' SQ. MH 4' SQ. MH OFFSITE ITEMS SHOWN IN OFFSITE CFA EXHIBl1� -
21" RCP
' -OHE-
....-..
• � 4' SQ. MH —oHE— � 30 ...
" RCP ""
10' CURB INLT ` —r)��
21" RCP — — �'
4' DROP INLT 24" RCP___ -"HE- - --OHE- -110' CURB INLT ,
-�
21" RCP 4' SQ. MH 10' CURB INLT 10' CURB
21 RCP
24" RCP 21" RCP " ,
4' DROP INLET
10' CURB INLT 4' SQ. MH
24" RCP
/ 5' SQ. MH 10' CURB INLT
21" RCP
21"
,P �� .-RCP .'OUgT NORTH
•.::�� 10' CURB INLT ' .�$IEyQ C
10' CURB INLT I SCALE: 1" = 160'
�
24" RCP 21" RCP
' 10' CURB INLT 24" RCP
0 80 160 320
24" RCP 4' SQ. MH 10' CURB INLT .`
MEDIUM DRY
' 24" RCP
RIP RAP
ROAD 24 '**........ W
SLI# ,-............. .. RCP •.... x': 24" RCP
10' CURB INLT 24" RCP 30" RCP
4' SQ. MH 1 EXHIBIT '13-1'
24" RCP 10' CURB INLT
STORM SHEET 5 OF 9
10' CURB INLT
10' CURB INLT
21 11RCP 21" RCP ' 24" RCP 1 QUAIL VALLEY - PHASE 1C -ON-SITE
21" RCP :'N� 10' CURB INLT November 7, 2016
4' SQ. MH
;P 4' DROP INLT HU11T Z�JLLARS
TYPE 'B„ _
G 10' CURB INLT :21" RCP H/DWL WALSH
/ RANCH
BCOLE 11/08/2016 7:52AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_STRM.DWG
21" RCPT
i 24" RCP
10' CURB INLT 24" RCP
21" RCP
MEDIUM DRY 21" RCP _ l
10' CURB INLT RIP-RAP 10' CURB INLT 10' CURB INLT
a 24 RCP
24" RCP
MEDIUM DRY 24' RCP
24" RCP -21..." RCP_ RIP-RAP 4' SQ. MH 21" RCP
' � --_ - =741 , c
12" RCP c>,�J 21 RCP -
10' CURB INLT 10' CURB INLT
4' DROP INLT 4' DROP INLT '30 4' SQ. MH 4' DROP INLT
10' CURB INLT ' RCP .•.•••
4' SQ. MH 21" RCP U 'PSET-SC' HDWL -
21" RCP 'PSET-SC' HDWL �
24" RCP 10' URB IN 42" RCP 24" RCP
24" RCP - 4 RCP !"� 4' SQ. MH 24" RCP
70 4' SQ. MH E N - 21" RCP
••• •24" RC;TIT]
24" RCP v o , p................. ..... . .. . .
•••••.21" RCP..... \ 21" RCP 10' CURB
21" RCP
10' CURB INLT /10' CURB INLT 24" RCP
24" RCP. 1
24" RCP 10' CURB IN 10' URB IN T
21" RCP
CURB INLT 24" RCP' .• MEDIUM DRY
2 N RIP-RAP
.21" RCP1 ' CUR IN 'PSET-SC HDWL'
'21" RCP n
\•'. 5' SQ. MH -o
V.
/. • 10' CURB INLT 21" RCP
/ ` ` 10' CURB INL
/// 10' CURB INLT "..............._.......... 21" RCP ?� NORTH
4„ RCP �� 10' CU 8 IN
10' CURB INLT '\ - -
' 0' CURB INLT
*.� SCALE: 1" = 160'
1 0 80 160 320
EXHIBIT 'B-1'
STORM SHEET 6 OF 9
QUAIL VALLEY - PHASE 1C -ON-SITE
November 7, 2016
HUHTZOLLARS
WALSH
RANCH
BCOLE 11/08/2016 7:53AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI8ITS\CFA_PH1C_STRM.DWG
1; '•., Y `\ \. 4' DIA. MH 21" RCP-
� ... 21" RCP `• \ \\/
���• 10' CURB IN 10' U B IN v ..
c� ''•. 21" RCP 21" RCP
10' CURB I .....-..
21" RCP 24„ RCP 10 ..........................
:` 0' URB INLT ;'
." ' UR IN
_
PLA \ .CR_ ... 21" RCP 10' CURB INL
21" RCP �Yry�.0• 10' R IN T
21" RCP
21" RCP10' C R INL "F 21" RCP PHASE 1 B 0
4' SQ. MH
21" RCP cp
10' CURB INLT_ 10' CURB INLT
21" RCP
24" RCP 10' CURB INLT
PHASE 1A _21" RCP
10' CURB INLT 24" RCP 21" RCP
PHASE IA PHASE 1 A
10' CURB INLT
4" RCP
GALS$ PHASE 1A
\ ` V'E'NUE
0
30" RCP 30" RCP
PHASE 1A PHASE 1A
EXHIBIT 'B-1'
NORTH STORM SHEET 7 OF 9
QUAIL VALLEY - PHASE 1 C - ON-SITE
November 7, 2016
SCALE: 1" = 160' HUITT ZOLLAIV
0 80 160 320 WALSH
RANCH
BCOLE 11/08/2016 7:53AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_STRM.DWG
"PSET—SC" 4' DROP INLT
HDWL 27" RCP
1 27" RCP .
10' CURB INLT
MEDIUM DRY 1 ' e9 21" RCP ` I
RIP—RAP 24" RCP 24" RCP AfR COUR�
/ 21" RCP
4' SQ. MH
10' CURB INLT ; 10' CURB INLT
c� 21" RCP P
10' CURB INLT
CN ALLEY Q
- ALLEY N
1
10' CURB INLT
�N
{' 21" RCP -
I
1 21" RCP NORTH
1
10' CURB INLT ",••..;
SCALE: 1" = 160'
1
0 80 160 320
CRESCEN STREET
-
EXHIBIT 'B-1'
STORM SHEET 8 OF 9
QUAIL VALLEY - PHASE 1C -ON-SITE
November 7,2016
HUNT OLLARS
WALSH
RANCH
BCOLE 11/08/2016 7:54AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1 C\EXHIBITS\CFA_PH 1 C_STRM.DWG
-�HE� -f- -OHE-
-_------------------J( -OHE-
I 1 /
I (I 24" RCP
I I 24" RCP
/ 4' SQ. MH
I I 10' CURB INLT l
® r
I I 21" RCP
J21" RCP
l l 10' CURB INLT
"PSET—Sc"
l 24" RCP 24" RCP
HDWL 21"RCP
/ 10' CURB INLT
36" RCP
MEDIUM DRY 10' CURB INLT 4' SQ. MH
RIP—RAP \ 4' SQ. MH
4' SQ. MH 10' CURB INLT
NORTH
30" RCP
� 30" RCP � •' I
' 24" RCP 24' RCP
x
..................... / ,
� 21" RCP '� 10' CURB INLT
21" RCP
.21" RCP SCALE: 1" = 160'
` 10CURB INLT `• 2�1' CR' CR p
10 CURB INLT .VQ 24" RCP 0 80 160 320
,24" RCP
1 10' CURB INLT
W ?cV r 21" RCP 21" RCP '• � EXHIBIT 'B-1'
w: 4' SQ. MH STORM SHEET 9 OF 9
w
24" RCP QUAIL VALLEY - PHASE 1 C - ON-SITE
21 ' RCP
10' CURB INLT November 7,2016
� X24" RCP
' 10 CURB INLT 21' RCP
21" RCP � •`
l v 10' CURB INLT HUITF ZOLLARS
W 10' CURB INLT WALSH
RANCH
BCOLE 11/08/2016 8:OOAM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SIGN.DWG
POLE 31 �..:
l 30" STOP SIGN
POLE 39 1 2— NAME BLADES O II
30 STOP SIGN
2— NAME BLADES
POLE 32
30" STOP SIGN r
2— NAME BLADES I/
POLE
POLE 36 30" Wl—lR
18" W13-1P 15 MPH
30" STOP SIGN POLE 37 I 1 II II
2— NAME BLADES 30" STOP SIGN
79
2— NAME BLADES 2OL NAME BLADES 11
POLE 35 � 1
30" STOP SIGN
2— NAME BLADES =
POLE 33
_ I 30" STOP SIGN i
POLE 34 \ 2— NAME BLADES
30" STOP SIGN _
2— NAME BLADES
POLE 77
30" W1-1L I I
18" W 13-1 P 15 MPH I I
EXHIBIT 'C-1'
LEGEND SIGNAGE SHEET 1 OF 9
4" SLEEVE NA QUAIL VALLEY - PHASE 1C -ON-SITE
6" SLEEVE , ` November 7, 2016
16" SLEEVE
SCALE: 11mmm60'160' HUITf ZOLRARS
0 80 160 320 RAANCH
BCOLE 11/08/2016 8:01AM H:\PROJ\R30306102\04-DESIGN\CIVIL\CFA\PHASE 1C\EXHlBlTS\CFA_PH1C_SlGN.DWG
_ f /� �I I I\ a" LEGEND
POLE 26 I I I I 4" SLEEVE
30 STOP SIGN
2— NAME BLADES 6" SLEEVE
16" SLEEVE
' : I � J I I I
II
• __ i � I I I
POLE 27
II
30" STOP SIGN
2— NAME BLADES
POLE 29 POLE 28 NORTH
30" STOP SIGN 30 STOP
2— NAME BLADES I SIGN
2— NAME BLADES I I ' ,
POLE 74 I I1
30" W1-1R
18" W13-1 P 15 MPH J J I I III I SCALE: 1 160'
POLE 30
80 160 320
30" STOP SIGN
2— NAME BLADES 11 I
/` I EXHIBIT 'C-l'
SIGNAGE SHEET 2 OF 9
POLE 80
�2— NAME BLADES QUAIL VALLEY - PHASE 1 C - ON-SITE
III November 7, 2016
POLE 38 (POLE 75
30 STOP SIGN " Wl—lL
2—"NAME BLADES �30 —1 P 15 MPH
18 W13
(& HUITMOLLARS
WALSH
RANCH
F
BCOLE 11/08/2016 8:01AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SIGN.DWG
0
-�� r-� —
POLE 1913
I
30" STOP SIGN
�
2— NAME BLADES� ••/ � III
POLE 25
30" STOP SIGN
2— NAME BLADES l
/ 6-SLaw rn.
EXHIBIT 'C-1'
LEGEND SIGNAGE SHEET 3 OF 9
4" SLEEVE NORTH QUAIL VALLEY - PHASE 1C - ON-SITE
6" SLEEVE November 7,2016
16" SLEEVE
SCALE: 1" - 160' HLI ITT ZOLLARS
0 80 160 320 RANCH
BCOLE 11/08/2016 8:01AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SIGN.DWG
LB
• LEGEND
O 4" SLEEVE
POLE 02 6" SLEEVE
\\ \ 30" W 1-1 L % 16" SLEEVE
\\ 18" W13-1P 15 MPH
-A
/ POLE 01 _ POLE 18 _
2- NAME BLADES 30" STOP SIGN
2- NAME BLADES
POLE 03
J 30" W1-1R
/ 18" W13-1P 15 MPH
1
a
\ / •SLEEVE TM
POLE 17 ✓ -.
30" STOP SIGN 1
2- NAME BLADES �"
30" DO NOT ENTER �_/. NORTH
POLE 16
30" STOP SIGN d :
2- NAME BLADES
I
POLE 08 POLE 14
SCALE: 1" = 160'
30" STOP SIGN POLE15 30" STOP SIGN 0 80 160 320
2- NAME BLADES 30" STOP SIGN 12- NAME BLADES
2- NAME BLADES
_ EXHIBIT 'C-1'
J l / SIGNAGE SHEET 4 OF 9
QUAIL VALE- PHAber SE -ON-SITE
16
HUITTZOLLARS
WALSH MMMMMI
RANCH
BCOLE 11/08/2016 8:02AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHI8ITS\CFA_PH1C_SIGN.DWG
POLE 21 POLE 20 /
30" DO NOT ENTER 30" STOP SIGN -----1 / POLE 24 LEGEND
Nw 30" DO NOT ENTER .........:::@ 30 STOP SIGN
2— NAME BLADES 2— NAME BLADES 4" SLEEVE
/ \ 6" SLEEVE
16' SLEEVE
POLE 80 :\
30" STOP SIGN
POLE 222— NAME BLADES
.` 30" STOP SIGN
30" DO NOT ENTER POLE 23
2— NAME BLADES 30" DO NOT ENTER
4'SLEEVE TYR
POLE 73 —
30" STOP SIGN ,\
2— NAME BLADES
30" DO NOT ENTER \
POLE 41
�1 :• 30" STOP SIGN
•"'"" ' --- 2— NAME BLADES NORTH
POLE .'�
30" STOP SIGN
POLE 43 — NAME BLADES
30" STOP SIGN
2— NAME BLADES n SCALE: 1" = 160'
4'SLEEVE 7W.
POLE 44 '� �, 0 80 160 320
30" STOP SIGN �
\ 2— NAME BLADES ::. ', 6 TYR
EXHIBIT 'C-1'
�\ SIGNAGE SHEET 5 OF 9
POLE 40 QUAIL VALLEY - PHASE 1 C ON-SITE
30" STOP SIGN / November 7, 2016
2— NAME BLADES
HUITT
ZOLLAR
WALSH
RANCH
BCOLE 11/08/2016 8:02AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SIGN.DWG
POLE 10 / LEGEND
30" STOP SIGN 4" SLEEVE
2— NAME BLADES 6" SLEEVE
44
16" SLEEVE
POLE 11
30 STOP SIGN
2— NAME BLADES
POLE 09
30" STOP SIGN
2— NAME BLADES
P
_ OLE 13
30" STOP SIGN "
2— NAME BLADES
.,
---- POLE 12
30" STOP SIGN
2— NAME BLADES POLE 46
s irr 30 STOP SIGN
POLE 62 2— NAME BLADES
30" STOP SIGN
2— NAME BLADES / NORTH
POLE 47
30" STOP SIGN \ \`� SCALE: 1" = 160'
2— NAME BLADES \•.
0 80 160 320
EXHIBIT 'C-1'
R + ' \ SIGNAGE SHEET 6 OF 9
QUAIL VALLEY - PHASE 1 C - ON-SITE
November 7, 2016
�R HUITT OLLARS
WALSH
RANCH
BCOLE 11/08/2016 8:02AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SIGN.DWG
LEGEND
\ 4" SLEEVE
6" SLEEVE
I16" SLEEVE
I
POLE 63
30" STOP SIGN h
2— NAME BLADES
30" DO NOT ENTER
INORTH
I — POLE 64
30 STOP SIGN
2— NAME BLADES I ,
30" DO NOT ENTER .: SCALE: 1" = 160'
I : ♦ 0 80 160 320
POLE 65
I�30"
DO NOT ENTER
XHIB
E _
IT C 1
SIGNAGE
SHEET 7 OF 9
QUAIL VALLEY - PHASE 1C - ON-SITE
November 7,2016
VOW HUU-MLLARS
WALSH
RANCH
BCOLE 11/08/2016 8:03AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1C\EXHIBITS\CFA_PH1C_SIGN.DWG
POLE 66 POLE 67
30" DO NOT ENTER POLE 60
30" STOP SIGN 30" DO NOT ENTER \
2— NAME BLADES
POLE 61 POLE 48
30" DO NOT ENTER '
.=......
•• 30" STOP SIGN
/ POLE 59 \ ' ' 2— NAME BLADES
POLE 68 30" STOP SIGN
/ 30" STOP SIGN
30" DO NOT ENTER ' 2— NAME BLADES POLE 10
2— NAME BLADES POLE 58
30 STOP SIGN
POLE 69 30" STOP SIGN POLE 49 2— NAME BLADES
30" STOP SIGN 30" DO NOT ENTER 30" STOP SIGN
2— NAME BLADES 2— NAME BLADES
BLADES :•:
POLE 70 / POLE 57
30" DO NOT ENTER
30" STOP SIGN
30" DO NOT ENTERPOLE 56 :' = POLE 50
2— NAME BLADES — :.. 30" STOP SIGN .:•'= ` _ __ 30" STOP SIGN
2— NAME BLADES ;.;,'.� POLE 55 2— NAME BLADES
POLE 71 30" STOP SIGN/'...•
30" DO NOT ENTER , 2— NAME BLADES
POLE 53 POLE 54
30" STOP SIGN 30" STOP SIGN
_ 2— NAME BLADES 2— NAME BLADES
` POLE 52 I
POLE 72 \ 30" STOP SIGN
30" STOP SIGN 2— NAME BLADES
2— NAME BLADES —
POLE 51
30" STOP SIGN
\ 2— NAME BLADES
EXHIBIT 'C-1'
LEGEND SIGNAGE SHEET 8 OF 9
4" SLEEVE NORTH QUAIL VALLEY - PHASE 1C - ON-SITE
6' SLEEVE November 7,2016
16" SLEEVE
SCALE: 1" - 160' HUHT ZOLLARS
EmEq o A
so 160 320 RANCH
BCOLE 11/03/2016 8:03AM H:\PROJ\R30306102\04_DESIGN\CIVIL\CFA\PHASE 1 C\EXHIBITS\CFA_PH 1 C_SIGN.DWG
I
POLE 04
I 30" STOP SIGN
I
POLE 05 l
30" STOP SIGN l
POLE 06 /
30" STOP SIGN
4'SLEEVE TYP.
f .•
POLE 78
30" STOP SIGN ;, POLE 07
30" STOP SIGN
2— NAME BLADES
EXHIBIT 'C-1'
LEGEND FYRAN
NAGE SHEET 9 OF 9
4" SLEEVE NORTH LLEY - PHASE 1C - ON-SITE
6" SLEEVE November 7,2016
16" SLEEVE
SCALE: 1" - 160' HUITMOLLARS
0 80 160 320
00 42 43
DAP-BID PROPOSAL
Page 1 of 5
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM-Walsh Ranch Quail Valley Phase 1 C
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No. Measure Quantity Unit Price Bid Value
UNIT I:WATER IMPROVEMENTS
1 3311.0261 8"PVC Water Pipe 3311 12 LF 27,916 $41.94 $1,170,797.04
2 3311.0264 8"PVC Water Pipe,CLSM Backfill 3311 12 LF 140 $38.00 $5,320.00
3 3311.0461 12"PVC Water Pipe 3311 12 LF 2,406 $42.00 $101,052.00
4 3312.3003 8"Gate Valve 33 12 20 EA 95 $1,150.00 $109,250.00
5 3312.3005 12"Gate Valve 33 12 20 EA 9 $2,000.00 $18,000.00
6 3305.0003 8"Waterline Lowering 33 05 12 EA 38 $3,500.00 $133,000.00
7 3312.0001 Fire Hydrant 33 12 40 EA 28 $4,200.00 $117,600.00
8 3312.2003 1"Water Service 33 12 10 EA 482 $900.00 $433,800.00
9 0241.1118 4"-12"Pressure Plug 0241 14 EA 1 $500.00 $500.00
10 3312.4112 16"x 8"Tapping Sleeve&Valve 33 12 25 EA 4 $3,500.00 $14,000.00
11 3312.4114 16"x 12"Tapping Sleeve&Valve 33 12 25 EA 1 $4,500.00 $4,500.00
12 9999.0011 Temporary Automatic Flushing Valve 00 00 00 EA 1 $16,500.00 $16,500.00
13 3311.0001 Ductile Iron Water Fittings w/Restraint 3311 11 TON 6.00 $4,000.00 $24,000.00
14 3312.0117 Connection to Existing 4"-12"Water Main 331225 EA 14 $1,000.00 $14,000.00
15 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 50.8 $150.00 $7,620.00
16 3312.0002 Water Sampling Station 33 12 50 EA 2 $1,500.00 $3,000.00
17 9999.0002 Trench Safety 33 05 10 LF 30,462 $0.25 $7,615.50
18 9999.0039 1"Irrigation Service with Meter 33 12 10 EA 4 $2,000.00 $8,000.00
19 9999.0040 1 1/2"Irrigation Service with Meter 33 12 10 EA 5 $2,500.00 $12,500.00
20 9999.0041 2"Irrigation Service with Meter 331210 EA 3 $3,000.00 $9,000.00
21 9999.0042 1"Water Service Connection to Existing 16" 331210 EA
PVC Water Line 28 $2,000.00 $56,000.00
22 9999.0031 3"Schedule 200 Irrigation Sleeve 000000 LF 511 $18.00 $9,198.00
23 9999.0032 4"Schedule 200 Irrigation Sleeve 000000 LF 36 $20.00 $720.00
24 9999.0033 6"Schedule 200 Irrigation Sleeve 00 00 00 LF 36 $30.00 $1,080.00
25 9999.0034 8"Schedule 200 Irrigation Sleeve 000000 LF 199 $40.00 $7,960.00
26 9999.0035 12"Schedule 200 Irrigation Sleeve 00 00 00 LF 302 $55.00 $16,610.00
27 19999.0036 16"Schedule 200 Irrigation Sleeve 1 00 00 00 ILF 207 $60.00 $12,420.00
TOTAL UNIT I:WATER IMPROVEMENTS $2,314,042.54
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS WALSH RANCH-QUAIL VALLEY-PHASE I C
Form Version September 1,2015 HZ PROJECT R303061.02
00 42 43
DAP-BID PROPOSAL
Page 2 of 5
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM-Walsh Ranch Quail Valley Phase 1 C
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
UNIT II:SANITARY SEWER IMPROVEMENTS
1 3331.4115 8"Sewer Pipe 3331 20 LF 28,236 $36.00 $1,016,496.00
2 3331.4116 8"Sewer Pipe,CSS Backfill 3331 20 LF 760 $56.00 $42,560.00
3 3331.4201 10"Sewer Pipe 3331 20 LF 752 $48.00 $36,096.00
4 3331.4208 12"Sewer Pipe 3331 20 LF 325 $56.00 $18,200.00
5 3331.4215 15"Sewer Pipe 3331 20 LF 1,265 $62.00 $78,430.00
6 3305.1103 20"Casing By Other Than Open Cut 33 05 22 LF 370 $260.00 $96,200.00
7 9999.0043 22"Casing By Other Than Open Cut 33 05 22 LF 36 $280.00 $10,080.00
8 3339.1001 4'Manhole 333920 EA 184 $3,200.00 $588,800.00
9 3339.1002 4'Drop Manhole 333920 EA 7 $5,200.00 $36,400.00
10 3339.1003 4'Extra Depth Manhole 333920 VF 200 $195.00 $39,000.00
11 9999.0013 Construct 5'Diameter Sanitary Sewer 00 00 00 EA
Manhole Over Existing Line _ 3 $6,000.00 $18,000.00
12 9999.0014 Construct 6'Diameter Sanitary Sewer 00 00 00 EA
Manhole Over Existing Line 1 $7,500.00 $7,500.00
13 3339.0003 Wastewater Access Chamber 33 39 40 EA 2 $3,500.00 $7,000.00
14 3331.3101 4"Sewer Service 33 31 50 EA 475 $650.00 $308,750.00
15 0241.2015 Remove 12"Sewer Line 0241 14 LF 38 $30.00 $1,140.00
16 3305.0113 Trench Water Stops 33 05 15 EA 76 $300.00 $22,800.00
17 3339.0001 Epoxy Manhole Liner 333960 VF 505 $175.00 $88,375.00
18 3305.0202 Imported Embedment/Backfill,CSS 33 05 10 CY 1,000 $30.00 $30,000.00
19 9999.0015 Remove Plug and Connect to Existing 00 00 00 EA 7 $1,000.00 $7,000.00
20 9999.0017 Connect to Existing 6'Diameter Sanitary 00 00 00 EA 1 $2,500.00 $2,500.00
21 0241.0100 Remove Sidewalk 0241 13 SF 2,000 $2.00 $4,000.00
22 3292.0201 Utility Service Surface Restoration Seeding 32 92 13 SY 6,000 $2.00 $12,000.00
23 3305.0110 Utility Markers 33 05 26 LS 1 $5,000.00 $5,000.00
24 3301.0002 Post-CCTV Inspection 3301 31 LF 31,744 $2.00 $63,488.00
25 3301.0101 Manhole Vacuum Testing 3301 30 EA 197 $100.00 $19,700.00
26 3305.0109 Trench Safety 33 05 10 LF 31,338 $1.00 $31,338.00
27
28
29
TOTAL UNIT II:SANITARY SEWER IMPROVEMENTS $2,590,853.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS WALSH RANCH-QUAIL VALLEY-PHASE 1 C
Forth Version September 1,2015 HZ PROJECT 8303061.02
00 42 43
DAP-BID PROPOSAL
Page 3 of 5
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM-Walsh Ranch Quail Valley Phase 1 C
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No. Measure Quantity Unit Price Bid Value
UNIT III: DRAINAGE IMPROVEMENTS
1 3341.0201 21"RCP, Class 111 3341 10 LF 2,150 $45.00 $96,750.00
2 3341.0205 24"RCP,Class III 3341 10 LF 11,563 $50.00 $578,150.00
3 3341.0208 27"RCP,Class 111 3341 10 LF 515 $55.00 $28,325.00
4 3341.0302 30"RCP,Class 111 3341 10 LF 2 319 $62.00 $143,778.00
5 3341.0309 36"RCP,Class III 3341 10 LF 124 $82.00 $10,168.00
6 3349.0001 4'Storm Junction Box 33 49 10 EA 27 $4,000.00 $108,000.00
7 3349.0002 5'Storm Junction Box 33 49 10 EA 5 $5,000.00 $25,000.00
8 3349.5001 10'Curb Inlet 33 49 20 EA 117 $2600.00 $304,200.00
9 3349.5002 15'Curb Inlet 33 49 20 EA 6 $3,600.00 $21,600.00
10 3349.7001 4'Drop Inlet 33 49 20 EA 9 $4,000.00 $36,000.00
11 3349.1003 24"Flared Headwall, 1 pipe 33 49 40 EA 1 $2,000.00 $2,000.00
12 3349.1005 30"Flared Headwall, 1 pipe 33 49 40 EA 2 $2,500.00 $5,000.00
13 3349.3002 21"Straight Headwall, 1 pipe 33 49 40 EA 1 $1,850.00 $1,850.00
14 3349.3003 24"Straight Headwall, 1 pipe 33 49 40 EA 3 $2,000.00 $6,000.00
15 3349.3004 27"Straight Headwall, 1 pipe 33 49 40 EA 1 $2,500.00 $2,500.00
16 13349.3005 30"Straight Headwall, 1 pipe 33 49 40 EA 2 $3,000.00 $6,000.00
17 3349.3009 42"Straight Headwall, 1 pipe 33 49 40 EA 1 $4,000.00 $4,000.00
18 9999.0003 Factory Storm Wye Connection 00 00 00 EA 110 $300.00 $33,000.00
19 3305.0112 Concrete Collar 33 05 17 EA 49 $250.00 $12,250.00
20 9999.0020 RCP Plug 00 00 00 EA 37 $300.00 $11,100.00
21 9999.0019 Remove Plug and Connect to Existing RCP 00 00 00 EA
2 $1000.00 $2,000.00
22 3136.0104 Twisted Gabion Mattresses 31 3600 CY 29.5 $200.00 $5,900.00
23 3137.0104 Medium Stone Riprap,dry 31 3700 SY 1 000 $55.00 $55,000.00
24 9999.0021 Structural Concrete Structures 00 00 00 CY 500 $650.00 $325,000.00
25 0241.3019 Remove 36"Storm Line 0241 14 LF 165 $30.00 $4,950.00
26 0241.4201 Remove 4'Drop Inlet 0241 14 EA 2 $1,000.00 $2,000.00
27 9999.0010 Remove Ex. Inlet and RCP and Conn.To 00 00 00 LS
Ex. 3 $2,000.00 $6,000.00
28 3201.0614 Conc Pvmt Repair, Residential 3201 29 SY 38 $70.00 $2,660.00
29 3305.0106 Manhole Adjustment, Major 33 05 14 EA 1 $2,500.00 $2,500.00
30 13301.0002 Post-CCTV Inspection 3301 31 LF 1 16,776 $2.00 $33,552.00
31 3305.0109 Trench Safety 33 05 10 LF 16,776 $1.00 $16,776.00
32 9999.0024 Connect to Existing RCP 00 00 00 EA 1 $1 000.00 $1,000.00
33 9999.0025 Connect to Existing RCP by CORE 00 00 00 EA 2 $2,500.00 $5,000.00
34 3349.3007 36"Straight Headwall, 1 pipe 33 49 40 EA 1 $3,500.00 $3,500.00
35 9999.0026 2'x2'Grate Inlet 00 00 00 EA 1 $2,000.00 $2,000.00
36 9999.0001 12"C900-CL150 PVC 00 00 00 LF 42 $50.00 $2,100.00
37 9999.0028 Connect to Exist Concrete Structure 00 00 00 EA
Manhole or Drop Inlet by CORE 2 $2,500.00 $5,000.00
38 3341.0402 42"RCP,Class 111 3341 10 LF 63 $115.00 $7,245.00
39 9999.0030 12"Parallel Headwall-1 pipe 00 00 00 EA 2 $1,500.00 $3,000.00
40 13137.0103 Large Stone Riprap,grouted 1 31 3700 ISY 1 290 $150.001 $43,500.00
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,964,354.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS WALSH RANCH-QUAIL VALLEY-PHASE I C
Form Version September 1,2015 HZ PROJECT 8303061.02
00 42 43
DAP-BID PROPOSAL
Page 4 of 5
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM-Walsh Ranch Quail Valley Phase 1 C
UNIT PRICE BID Bidder's Application
Project Item Information Bidders Proposal
Bidlist Item Description Specification Unit of Bid
Unit Price Bid Value
No. Section No. Measure Quantity
UNIT IV: PAVING IMPROVEMENTS
1 3213.0101 6"Conc Pvmt 32 13 13 SY 97,869 $32.00 $3,131,808.00
2 9999.0009 6"Conc.Pvmt(Alley) 32 13 13 SY 4,895 $33.00 $161,535.00
3 3211.0501 6"Lime Treatment 32 11 29 SY 110,517 $5.01 $553,690.17
4 3211.0400 Hydrated Lime 32 11 29 TN 1,792 $175.00 $313,600.00
5 3213.0302 5"Conc Sidewalk 32 13 20 SF 27,327 $4.00 $109,308.00
6 3213.0506 Barrier Free Ramp,Type P-1 32 13 20 EA 71 $1,200.00 $85,200.00
7 9999.0006 Street Header 00 00 00 LF 29 $20.00 $580.00
8 9999.0022 Connect to Existing Street Header 00 00 00 LF 232 $20.00 $4,640.00
9 3217.0501 24"SLD Pvmt Marking HAE(W) 32 17 23 LF 126 $12.00 $1,512.00
10 3441.4003 Furnish/Install Alum Sign Ground Mount 3441 30 EA
City Std. 88 $650.00 $57,200.00
11 9999.0005 Type III Barricade 00 00 00 EA 1 $800.00 $800.00
12 9999.0023 Remove and Dispose of Existing Barricade 00 00 00 EA
8 $300.00 $2,400.00
13 0241.1000 Remove Conc Pvmt_ 0241 15 SY 702 $12.00 $8,424.00
14 3213.0104 9"Conc Pvmt 32 13 13 SY 911 $63.95 $58,258.45
15 3211.0502 8"Lime Treatment 32 11 29 SY 1,140 $3.00 $3,420.00
16 9999.0027 Connect To Existing Concrete Pavement By 00 00 00 LF
Lonqitudinal Butt Joint _ 2,053 $12.00 $24,636.00
17 9999.0037 Barrier Free Ramp,Detail'A' 32 13 20 EA 47 $1,500.00 $70,500.00
18 9999.0038 Red Curb w/4"White No Parking Marking 00 00 00 LF 3470 $6.00 $20,820.00
19 3213.0509 Barrier Free Ramp,Type C-2 32 13 20 EA 12 $1,500.00 $18,000.00
20 3213.0510 Barrier Free Ramp,Type C-3 33 13 20 EA 1 $1,500.00 $1,500.00
21 3213.0504 Barrier Free Ramp,Type M-2 .341320 EA 12 $1,500.00 $18,000.00
TOTAL UNIT IV: PAVING IMPROVEMENTS $4,645,831.62
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS WALSH RANCH-QUAIL VALLEY-PHASE 1 C
Form Version September 1,2015 HZ PROJECT R303061.02
00 42 43
DAP-BID PROPOSAL
Page 5 of 5
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM-Walsh Ranch Quail Valley Phase 1 C
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
Bid Summary
UNIT 1:WATER IMPROVEMENTS $2,314,042.54
UNIT II:SANITARY SEWER IMPROVEMENTS $2,590,853.00
UNIT III: DRAINAGE IMPROVEMENTS $1,964,354.0_0
UNIT IV:PAVING IMPROVEMENTS $4,645,831.62
Total Construction Bid $11,515,081.16
Contractor agrees to complete WORK for FINAL ACCEPTANCE within calendar days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS WALSH RANCH-QUAIL VALLEY-PHASE I C
Form Version September 1,2015 HZ PROJECT 8303061.02