HomeMy WebLinkAboutLetter of Completion LETTER OF COMPLETION
CITY ENGINEER DATE: ' ‘/
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
RE: COMPLETION OF
Creek Meadows - Section 4, Phase 3B
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 Phillips Utility & Road
and by their subcontractors as indicated by signatures below.
WORK COMPLETED WARRANTY DATE
Streets and Sidewalks 09/28/2015
Sanitary Sewer 09/28/2015
Storm Sewer 09/28/2015
Water Distribution (Wellborn SUD) 09/28/2015
Owner: Creek Meadows Partners, LP Contractor: Phillips Utility & Road
Phone Number: (979) 268-2000 Phone Number: (979) 690-7250
Address: 401 S. Texas Ave. Ste 401 Address: 4490 Castlegate Drive
Bryan, TX 77042 College Station, TX 77845
Signature�P(/'/f / j Signature:
AC TANCE APPROVAL
/ v— I,s—
Cit epresentative FILED
tPLAT
OFFSITE EMITS FILED
TEMP BLANKET EMT FILED
NO anew MOTS Afr1/41-Th
ity ngineer
Revised 1/31/07
SOP: Filing of Final Plats - Letters of Completion 10/14/2015
Engineering Inspector/Date: j.:6(-,44
Project Engineer/Date:
DP Number:
- 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:
ti Erosion/Drainage: Donnie Willis (0: 764-6375)
eCS Water Services - General: Gwtes-"Bu "-WiUis (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
o CS Water Service— Liftstation: Doug Wallace (0: 764-6333)
o CS Electric and Streetlights: Gilbert Martinez (0: 764-6255)
o CS Public Works—Traffic Signs/Markings): Lee Robinson (0: 764-3695)
P BTU Electric and Streetlights: Sonia Creda (0: 821-5770)
John Fontinoe or Randy Trimble (0: 821-5728)
Confirm with development review engineer that service agreement is in place with BTU
o Non-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 Digital Constrution Pictures: From contractor on CD-R, Inspector to confirm and file
o 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
PRecord 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:
file one set of Record Drawings in Public Works files, and
forward one set of Record Drawings to Jeffery Speed (CSU)
- Inspectors should forward Letters of Completion to the development review engineer that
reviewed and stamped the construction plans after confirming:
ill the date on the Letter of Completion Warranty should reflect the date when all associated
punchlist items are completed, and
ciithe Owner is shall be listed as the one affirming the one-year warranty
- Development review engineer to:
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.)
- 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,
o a current paid tax certificate has been submitted,
o sidewalk fee in lieu paid (if applicable), and
- 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 Crystal (P&DS).
- Crystal 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), Brian
Binford (Building), Carol Thompson (Accounting), Kristina Keller (Accounting), Courtney
Kennedy (Accounting), Jeffery Speed (CSU), Stephen Maldonado Sr. (CSU), Charles
"Butch"Willis (CSU), Carol Cotter (Engineering), Alan Gibbs (Engineering), Erika Bridges
(Engineering), Danielle Singh (Engineering), Gilbert Martinez (Electric) and Deborah Grace-
Rosier (Planning). Kristina Keller will forward to Diane Broadhurst (CSU) after her review.
o If don't have email addresses, mail copies to the owner and contractor, and attach it to the
project in TRAKiT.
- Deborah to place a hard copy of the Letter of Completion in the associated Planning Final Plat file.
Engineer's Cost Estimate
CREEK MEADOWS - SECTION 4, PHASE 3B
PAVING,DRAINAGE, & UTILITY IMPROVEMENTS
COLLEGE STATION, BRAZOS COUNTY, TEXAS
UNIT TOTAL
NO. DESCRIPTION QUANTITY UNIT COST COST
PAVING IMPROVEMENTS
1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 $5,000.00
Testing by Contractor&Trench Safety
2 SWPP Measures(Rock Rip-Rap,Seeding, Silt Fencing, 1 LS $9,500.00 $9,500.00
Construction Entrance, Inlet Protection)
3 Clearing & Grubbing (ROW &All Easements) 1 LS $3,500.00 $3,500.00
4 In-Place Earthwork Excavation (Roadway, Alleys, 875 CY $4.50 $3,937.50
Drainage Channels, Sitework, etc...)
5 In-Pace Earthwork Embankment(Roadway, Alleys, 500 CY $4.50 $2,250.00
Sitework, etc..) (Excavated On-Site)
6 In-Place Earthwork Embankment Finishing(Topsoil, Landscape 650 CY $3.00 $1,950.00
Berms&Miscellaneous)(Excavated On-Site)
4"Thick Reinforced Concrete Sidewalk(Includes
7 6,770 SF $4.25 $28,772.50
H/C Ramps)
8 24" Laydown Concrete Gutter 1,622 LF $11.50 $18,653.00
9 6" Compacted Lime Stabilized Subgrade 2,938 SY $4.75 $13,955.50
(Residential Street)
10 6" Compacted Limestone Base (Residential Street) 2,169 SY $11.00 $23,859.00
11 2" Compacted Hot-mix Asphaltic Concrete 2,169 SY $13.00 $28,197.00
(Residential Street)
SUB-TOTAL= $139,574.50
DRAINAGE IMPROVEMENTS
1 Mobilization,Construction Staking,All Required Testing 1 LS $7,000.00 $7,000.00
(Including TV)by Contractor&Trench Safety
2 Recessed Curb Inlet(10' Opening) 1 EA $4,700.00 $4,700.00
3 Recessed Curb Inlet(15' Opening) 2 EA $5,500.00 $11,000.00
4 Storm Sewer Junction Box 2 EA $2,500.00 $5,000.00
5 Tie into Existing Storm Sewer Junction Box or Storm 3 LS $750.00 $2,250.00
Sewer
6 24" RCP (CL 4) Storm Sewer w/Structural Backfill 35 LF $115.00 $4,025.00
7 24"ADS (N-12) Storm Sewer w/Non-Structural 143 LF $105.00 $15,015.00
Backfill &Cement Stablized Sand Bedding
8 36" RCP (CL 4) Storm Sewer w/Structural Backfill 43 LF $145.00 $6,235.00
Engineer's Cost Estimate
9 36"ADS (N-12) Storm Sewer w/Non-Structural 278 LF $135.00 $37,530.00
Backfill &Cement Stablized Sand Bedding
SUB-TOTAL = $92,755.00
WATER IMPROVEMENTS
1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00
Contractor&Trench Safety(Water Line)
2 8" PVC Water Line (C900, DR14) - Non Structural 306 LF $19.00 $5,814.00
Backfill
3 6" PVC Water Line (C900, DR14) - Non Structural 476 LF $18.00 $8,568.00
Backfill
4 6" PVC Water Line (C900, DR14) - Structural 53 LF $26.00 $1,378.00
Backfill
5 Tie into Existing Water Line 2 EA $750.00 $1,500.00
6 8" (MJ) Gate Valve & Box 2 EA $1,100.00 $2,200.00
7 2" Blow-Off Valve & Riser 1 EA $1,100.00 $1,100.00
8 8" x 6" (MJ)Tee 1 EA $850.00 $850.00
9 8" (MJ)45 deg Bend 4 EA $550.00 $2,200.00
10 8" (MJ) Plug w/2"Tap 1 EA $300.00 $300.00
11 Dual Water Service (Long Side) 4 EA $1,900.00 $7,600.00
12 Dual Water Service (Short Side) 6 EA $950.00 $5,700.00
13 Single Water Service (Long Side) 2 EA $1,400.00 $2,800.00
14 Single Water Service (Short Side) 2 EA $600.00 $1,200.00
SUB-TOTAL = $45,210.00
SANITARY SEWER IMPROVEMENTS
1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $4,000.00 $4,000.00
(Sewer Line)
2 6" PVC Sanitary Sewer(SDR-26, D3034) - Non 993 LF $25.00 $24,825.00
Structural Backfill
3 6" PVC Sanitary Sewer(SDR-26, D3034) 57 LF $42.00 $2,394.00
Structural Backfill
4 4' Diameter Standard Manhole w/32" Opening (Ring 4 EA $3,200.00 $12,800.00
& Cover)
5 4' Diameter Drop Manhole w/32" Opening (Ring & 1 EA $5,200.00 $5,200.00
Cover)
Engineer's Cost Estimate
6 Tie into Existing Sanitary Sewer Line 1 EA $1,000.00 $1,000.00
7 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00
8 Dual Sanitary Sewer Service(Long Side) 6 EA $1,750.00 $10,500.00
9 Dual Sanitary Sewer Service (Short Side) 5 EA $650.00 $3,250.00
10 Single Sanitary Sewer Service (Long Side) 1 EA $1,200.00 $1,200.00
SUB-TOTAL = $65,629.00
.�_ ...xxxx ESTIMATED CONSTRUCTION COST= $343,168.50
--\E OF TEX S1 10% CONTINGENCY= $34,316.85
.:::%\\''.."`
i •
*:' )k # GRAND TOTAL = $377,485.35
e" RABO► &t3 S°.••'
-- "•'. 88583 0
ct-
0,4•• /CENS�....i ar
F '• ••• Gi "
1L SSiONAL� �.
..............
iRME Consulting Engineers
TEXAS FIRM REGISTRATION No. F-4695
.0,014491110111:141
POST OFFICE BOX 9253
COLLEGE STATION,TEXAS 77842
C aracjifrintiefeirs OFF/FAX: (979)764-0704
v E-mail: civil@rmengineer.com
Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules,operation and maintenance costs,equipment
characteristics and performance,and operating results are based on this office's experience,qualifications and judgment as a design professional. Since RME
has no control over weather,cost and availability of labor,material and equipment,labor productivity,construction contractor's procedures and methods,
unavoidable delays,construction contractor's methods of determining prices,economic conditions,competitive bidding or market conditions and other
factors affecting such estimates or projections,this office does not guarantee that actual rates,costs,performance,schedules,etc.,will not vary from estimates
and projections prepared by the Engineer of record.
LETTER OF COMPLETION
DATE:
CITY ENGINEER '6) -2)‘ ) 1 C
CITY OF COLLEGE STATION •
COLLEGE STATION, TEXAS RE: COMPLETION OF G . SCC-tat-IA((ll .7
,; AI 41 A A . 51 f of - 00 2- )
Dear Sir:
The purpose of our letter is to request that the following listed improvements be
approved and accepted as being constructed under City inspectionthe of comCplleted
ted
according to plans and specifications as approved and required byCity
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 t iop 11'C•
and by their subcontractors as indicated by signatures below.
WORK COMPLETED
WARRANTY DATE
(o S ( ,vl ._ c_\ou`3 -1%
'---'arCa,� tLit..i't1 r'-J '
St Ib '.ter .
Owner. �\3r ) '"v� )- Contractor:
Phone Number: "i1�1-
�i -R9-9 (itt Phone Number enCV 492- Li-92
11
a Address:
Address: 1 16 ,.\(-)\,-, _
a
Si natureq��(� cv Signature: Al i
j;
9 / •
i ...—
ACCEPT CE & APPROVAL
j,10,- - ---, s--1 - i
City Representative �,,�
��4.111 PLAT FILED
City Eng/ '-'^' �'�� .0 - b a_OFFSITE ESMTS FILED
' rt IGS TEMP BLANKET ESMT FILED
NO OTHER ESMTS NEEDED
Revised 1/31/07
Lakeridge Townhomes
Engineers Estimate - FM 2818 Sidewalk Replat
Item # Description Quantity Units Unit Price Price
1 Mobilization 1 LS $ 1,500.00 $1,500
2 Erosion Control 1 LS $ 1,500.00 $1,500
3 Cellulose Fiber Mulch Seeding 1446 LF $ 0.40 $578
4 4" Reinforced Concrete Sidewalk (6'wide) 8826 SF $ 4.00 $35,304
5 Handicap Ramp 1 LS $ 500.00 $500
6 24" HDPE Pipe 20 LF $ 50.00 $1,000
SUBTOTAL $40,382
Contingency (15%) $6,057
I TOTAL $46,4401
..F..........................
..Xgs ,..
.1".1 A. *.%
i�ERpNIA J.B Mp iT 1 i
4f :..... O ,j.k/ri1
/it 0 • 9FGis10P.1 .:r ��,
,,th�SSIONIk-.� `Z-3-k 1
�,,„„„4- . F-144