HomeMy WebLinkAboutLetter of CompletionLETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
Dear Sir:
The purpose of our letter is to request that the following listed improvements be approved and
accepted as being constructed under City inspection and completed according to plans and■
specifications as approved and required by the City of College Station, Texas. This approval
and acceptance by the City is requested in order that we may finalize any subcontracts and to
affirm their warranty on the work. This approval and acceptance by the City of the
improvements listed below does hereby void the letter of guarantee for the listed improvements
on the above referenced project.
The one -year warranty is hereby affirmed and agreed to by ELLIOTT CONSTRUCTION, LTD and
by their subcontractors as indicated by signatures below.
WORK COMPLETED WARRANTY DATE
Fire Hydrant 11/1/2010
1,5" Service
8X6 Tap Sleeve & Valve
RE: COMPLETION OF Valley Park
Phase 2
11/1/2010
11 /1 /201D
DATE: 11/01 /2010
ELLIOTT JOB NO. 648
Owner: CLLVP Phase II, LP Contractor: Elliott Construction, Ltd.
Phone Number: 713 - 9 6 0 -118 0 Phone Number: (979) 69Q -7071
Address: 3401 Allen Pkwy Address: P.O. Box 510
Suite 200 Wellborn. TX 7788I
Houston, Texas 19
Signature: -- Signature: ��� ,
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PLAT PILED
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Backflow Assembly Information Please Print
Serial Number://,„?</O // Manufacturer: lcde Model: T_ Size:
Type of Assembly: ❑ RP cieDCA ❑ PVB ❑ RP D ❑ DCA -D ❑ SRPVB
Resident / Business Name: A/b t 4r ki kiv7'Ar
Physical Address:
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Assembly location on the property: />i wa..4 rlz4.r
Reason the assembly is installed: Fireline: ❑ Domestic: 0 Irrigation:] 1 Other:
Is the assembly
recommendations
Initial
Test
installed in accordance
and/or local
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with manufacturer
codes?
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Ed
Yes ❑ No
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,
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-1
Opened at
. PSID
1 s ` Check
Held at ,2 '
2 Check
Held at 2.
Opened at
PSID
Did Not Open
❑
Held at
PSID
Leaked
❑
PSID
Closed Tight '=
Leaked ❑
PSID
Closed Tight liL
Leaked ❑
Did Not Open
❑
Repairs
and
material
used
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Test
After
Repairs
Held at
Held at
Opened at
- PSI
Opened at
PSI
Held at
PSI
PSID
PSID
Closed Tight ❑
Closed Tight ❑
The backflow prevention assembly listed has been tested and
maintained by TCEQ Regulations and is certified to be operating .tees ❑ No
within acceptable parameters.
Forward This Original Report
Upon completion to: College Station Utilities
Backflow Prevention
Public Water System ID: 0210002
P.O. Box 9960
College Station, TX 77842
U
College Station Utilities
Reliable, Affordable, Community Owned
Backflow Prevention Assembly Test and Maintenance Report
I certify that all information on this report is true and correct at the time of testing.
Gauge Test Date: </ • 1d
Gauge Serial #: 4' 3g''7 G/ )
Firm Name: ,le- i on J .4
Firm Address: /Z4R4,,ei ("ro % l
Firm Phone Number: ( ) l') - /pig
Date: o7 / // / // Signature:
Gauge Model: /2>rk/
Certification #: 1 / Date
Backflow
Technician:
PLEASE PRINT
Date
Time 8:45 A.M.
Test
completed by Justin Tamplin
Witness Vincent Rodriquez
Location Valley Park Ph. 2
Nozzle size 2.5
Flow hydrant 0 -139
Pitot reading 47
G.P.M. 1160
Static hydrant 0 -106
Static PSI 87
Residual PSI 82
Comments For Initial
af College station Utilities
Reliable, Affordable, Community Owned
Tuesday January 25, 2011
ESTIMATE OF PROBABLE COSTS
VALLEY PARK CENTER, PHASE 2, COLLEGE STATION, TX
JC JOB NO.: 0009 -011
April 8, 2010
ITEM
NO.
ESTIMATED
QUANTITY
DESCRIPTION
UNIT PRICE
AMOUNT
GENERAL
1
1 LS
General Overhead for all Work Including Mobilization, Bonds, Insurance,
Traffic Control, Construction Layout, Erosion Control, and Related Items
$ 2,800.00
$ 2,800.00
FIRE LINE
SUB -TOTAL GENERAL
$ 2,800.00
2
15 LF
6" Water Line, AWWA C900 Class 200 PVC with Detector Tape and
Tracer Wire in Trench, cement stabilized sand backfill
$ 165.00
$ 2,475.00
3
1 EA
6" DI 22 BENDS
$ 285.00
$ 285.00
4
1 EA
8 "x6" Tapping Sleeve and Valve
$ 2,000.00
$ 2,000.00
5
1 EA
6" Isolation Valve and Box
$ 700.00
$ 700.00
6
50 SF
Sawcut, Repair, and Replace Existing Asphalt Pavement
$ 12.00
$ 600.00
7
15 LF
Trench Safety System for Water Line
$ 5.00
$ 75.00
FIRE
HYDRANT
SUB -TOTAL FIRE LINE
$ 6,135.00
8
1 EA
Fire Hydrant Assembly with Lead, Gate Valve, and Box
$ 2,800.00
$ 2,800.00
9
1 EA
8" x 6" DI TEE
$ 275.00
$ 275.00
10
1 EA
6" DI 90 BEND
$ 225.00
$ 225.00
SUB -TOTAL FIRE HYDRANT
$ 3,300.00
t0
4 ,9 (o • tb
4 :40
ESTIMATE TOTAL
$ 12,235.00
ESTIMATE OF PROBABLE COST PAGE 1 OF 1
PLANS DATED 04/05/2010
S S � E OF T E,`, '9S+I It
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STEVE E. DUNCAN
tters of Completion
SOP: Filing of Final Plats -
Engineering Inspector /Date:
Project Engineer /Date:
DP Nurnia<r)
- Inspectors shall acquire written (i.e. email) punchlist comments and subsequently written
confirmation from the following contacts before forwarding Letter of Completion to development
review engineer:
sew
2 PO/
/16 /
10/01/10
,d osion /Drainage: Donnie Willis (0: 764 -6375, C: 229 -7632)
S Water Services - General: Charles "Butch" Willis (0: 764 -3435, C: 777 -1202)
• Water - coordinate fire flow analyses (or the design engineer for non -city utilities)
and confirm test results meets min requirements with the dev review engineer
(specific hydrants to test, if simultaneous, and min allowable flow)
• Sanitary
1.11 CS Water Service — Liftstation: Doug Wallace (0: 764 -6333)
S Electric and Streetlights: Gilbert Martinez (0: 764 -6255)
it BTU Electric and Streetlights: Sonia Creda (0: 821 -5770)
d
X111 John Fontinoe or Randy Trimble (0: 821 -5728)
nfirm with development review engineer that service agreement is in place with BTU
on -City Utility Service Providers: (Wellborn Water SUD, Brushy Creek SUD, Wickson
Creek SUD, etc) confirm with development review engineer that infrastructure is complete
and for outstanding issues,
o Di ital Constrution Pictures: From contractor on CD -R, Inspector to confirm and file
Record Drawings: (2 Red -Lined Copies) for all Public Infrastructure with the
following attestation:
"I, , General Contractor for development, certify that the
improvements shown on this sheet were actually built, and that said improvements are
shown substantially hereon. I hereby certify that to the best of my knowledge, that the
materials of construction and sizes of manufactured items, if any are stated correctly
hereon."
General Contractor
L.,,p-- Drawings: (2 Red -Lined Copies) for Public Drainage Infrastructure including
Private Detention Facilities with the following attestations:
"I hereby attest that I am familiar with the approved drainage plan and associated
construction drawings and furthermore, attest that the drainage facilities have been
constructed within dimensional tolerances prescribed by the Bryan & College station
Unified Stormwater Design Guidelines and in accordance with the approved construction
plans or amendments thereto approved by the City of College Station."
(affix seal) Licensed Professional Engineer
State of Texas No.
"I certify that the subdivision improvements shown on this sheet were actually built, and
that said improvements are substantially as shown hereon. I further certify, to the best of
my knowledge, that the materials of construction and sizes of manufactured items, if any,
are stated correctly hereon."
General Contractor
Inspectors to review Red -lined Record Drawings, upon acceptable confirmation of drawings,
inspector to:
- Inspectors should forward Letters of Completion to the development review engineer that
reviewed and stamped the construction plans after confirming:
o the date on the Letter of Completion Warranty should reflect the date when all associated
punchlist items are completed, and
o the Owner is shall be listed as the one affirming the one -year warranty
Development review engineer to:
. Deborah Grace - Rosier (Planning) to file the Final Plat utilizes a coversheet to confirm:
o infrastructure is accepted by Letter of Completion —or- Surety is provided and acceptable,
o signed and notarized mylar of final plat,
o parkland dedication has been paid,
o digital file of final plat is provided,
a current paid tax certificate has been submitted, and
o file one set of Record Drawings in Public Works files, and
o forward one set of Record Drawings to Jeffery Speed (CSU)
o Add Dev Permit Number to Letter of Completion
o stamp the Letter of Completion to confirm by initialing that the final plat is filed (or mylar
is ready to be filed), all necessary easements (including offsite) have been filed, and
blanket easement issues are resolved, and
o initial and route the Final Plat mylar for filing. (Note if the developer provided surety the
plat it may have been filed ahead of construction.)
Development review engineer, upon the filing of Final Plat, stamp the Letter of Completion
with the new stamp and verify- initial -n /a the Final Plat was filed, offsite easements have been
filed, we have all necessary easements, etc - and then forward the Letter of Completion to Alan
Gibbs (City Engineer) for final signature.
- Carol (Sr. Asst. City Engineer) to:
o enter the engineer's estimate and Letter of Completion date into Inspection List
o forward hard original of finalized Letter of Completion to Mandi Alford (P &DS).
- Mandi to: verify
o signatures on the Letter of Completion,
o forward scanned copy of Letter of Completion and associated Engineers Estimate to the
owner, developer, contractor, Terry Boriskie (Building), Ben McCarty (Building), Janet
Dudding (Accounting), Jeffery Speed (CSU), Stephen Maldonado Sr. (CSU), Diane
Broadhurst (CSU), Charles "Butch" Willis (CSU), Sue Hosea (CSU), Carol Cotter
(Engineering), Alan Gibbs (Engineering) and Deborah Grace - Rosier (Planning),
o if don't have email addresses, mail copies to the owner and contractor, and
o place the original in Development Permit file.
- Deborah to place a hard copy of the Letter of Completion in the associated Planning Final Plat file.