HomeMy WebLinkAboutLetter of CompletionLETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
Dear Sir:
DATE: } /z, )J u ---''--+1 -~-~-
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 _______ _
and by their subcontractors as indicated by signatures below.
WORK COMPLETED
....s:4.~f7/ll1Y d£vEA
Aldu/I
Phone Number: P-9 0 ·· 7i50
/city Engin(/er
Revised 1131/07
WARRANTY DATE / /·2-/ 10
' //L//v
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Phone Number: 6'90-7,2.50
fJ.._\ 1t-/z&/':J 7
J).).rJ PLAT FILED \} f 'ff l (-' Z,.Dv ~OFFSJTE Eun& FILED rllA_ .. TlllP BLANKET ElllT FIL.ID ~NO OTHER ESMT8 NH01D
_Spl'vo CrurllrP~ Z-
soP: Filin of Final Plats -Letters of Com etion 11/06/09
Engineering Inspector/Date: --s'C6l ~ ,,,_ /'-'l-I~ ·1 ()A+ , _ -
Project Engineer/Date: ~ -r; .... lr-t"l,, 1,_-.., /._.<, \) (. -1-rc{S-cA
Inspectors shall confirm the following and i elude associated comments on the punchlist as
necessary before forwarding Letter of Completion to development review engineer:
~contact Donnie Willis (0: 764-6375, C: 229-7632) for outstanding Erosion/Drainage issues, ~ontact Gilbert Martinez (0: 764-6255) for outstanding CS Electric and Streetlights,
/coordinate fire flow analyses with CS Water Services (or the design engineer for non-city
utilities) and confirm test results meets minimum requirements with the development
review engineer
• Number of Hydrant to be Flowed: /@, 11J?J0;=--
• Dated Flowed by Water Department: / z_ / 7 /o 7 ~r BTU service area, contact Tom Brent at : 821-5773 for outstanding BTU Electric and
Streetlights. In Tom's absence, John Fontinoe or their supervisor Randy Trimble can be
J Ontacted at 0: 821-5728.
/ for BTU service area, confirm with development review engineer that service agreement is p place with BTU,
./for other non-city utility service areas (Wellborn Water SUD, Brushy Creek SUD, Wickson
Creek SUD, etc) confirm with development review engineer that infrastructure is complete
y nd for outstanding issues,
y require that 2 copies of Red-lined Record Drawings be provided 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
~uire that 2 copies of Red-lined Record Drawings be provided for all 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
Aspectors to review Red-lined Record Drawings, upon acceptable confirmation of drawings,
inspector to:
o file one set of Record Drawings in Public Works files, and
o forward one set of Record Drawings to Jeffery Speed (CSU)
~-ctors 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
A.' development review engineer to:
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.) ~ah 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, and
o the final plat closes to acceptable standards.
Upon the filing of Final Plat, the development review engineer should 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.
Alan to forward hard original of finalized Letter of Completion to Shelia Douglas (Public Works).
Shelia to: verify
o signatures on the Letter of Completion,
o forward scanned copy of Letter of Completion to the owner, developer, contractor, Terry
Boriskie (Building), Ben McCarty (Building), Samuel Deal (Accounting), Jeffery Speed
(CSU), Stephen Maldonado Sr. (CSU), Diane Broadhurst (CSU), Charles "Butch" Willis
(CSU), Sue Holcomb (CSU), Carol Cotter (Engineering), Alan Gibbs (Engineering) and
Deborah Grace-Rosier (Planning),
o mail copies to the owner and contractor, and
o place the original in Public Works Development file.
Deborah to place a hard copy of the Letter of Completion in the associated Planning Final Plat file.
SOP: Filing of Final Plats -Letters of Completion 7/07/09
Inspectors shall confirm the following and include associated comments on the punchlist as
necessary before forwarding Letter of Completion to development review engineer:
p/" contact Donnie Willis (0: 764-6375, C: 229-7632) for outstanding Erosion/Drainage issues,
¢/contact Gilbert Martinez (0: 764-6255) for outstanding CS Electric and Streetlights,
v coordinate fire flow analyses with CS Water Services (or the design engineer for non-city
utilities) and confirm test results meets minimum requirements with the development
review engineer, ;rJJt for BTU service area, contact Tom Brent at : 821-5773 for outstanding BTU Electric and
I'' Streetlights. In Tom's absence, John Fontinoe or their supervisor Randy Trimble can be
contacted at O: 821-5728.
1/l rr for BTU service area, confirm with development review engineer that service agreement is
r • I ,.,).n place with BTU,
(/_ 1f 1 for other non-city utility service areas (Wellborn Water SUD, Brushy Creek SUD, Wickson
Creek SUD, etc) confirm with development review engineer that infrastructure is complete
_..,and for outstanding issues,
V require that 2 copies of Red-lined Record Drawings be provided 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
o require that 2 copies of Red-lined Record Drawings be provided for all 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
'{:{ C1VIL DEVELOPMENT, Ltd.'{:{
CIVIL ENGINEERING & DESIGN-BUILD SERVICES
P.O. Box 11929 · College Station, Texas 77842 · Phone: 979-764-7743 · Fax: 979-764-7759
Spring Creek Townhomes, Phase 2
Engineer's Estimate
January 31, 2008
Item Description Unit Estimated Unit Price Total uantit
Sitework & Pavement -·----------· -, -I Mobilization/Construction Staking LS 10,000.00 10,000
2 Clearing & Grubbing (w/onsite burning) AC 1.2 3,000.00 3,600
3 Excavation CY 1,900 6.00 I l,400
4 Mixing & incorporation of lime, 6" deep SY 3,807 2.25 8,566
5 , Hy_9!a~~ Lime J~b/sxL Ton 52 135.00 7,020 --
6 6" Crushed Limestone Base SY 2,782 9.00 25 ,038
7 12" Hot Mix Asphaltic Concrete SY 2,782 9.50 26,429
8 Curb & Gutter (all types) LF 1,707 9.00 15,3 63
9 4" Sidewalk SF 6,191 3.50 21 ,669
10 Handicapped Ramp (regular) !_ EA 4 1 500.00 2,000 --
11 !Handicapped Ramp (comer) EA 2 600.00 1,200
12 I 6" Concrete Apron SF 2,256 5.50 12,408
13 I Remove existing sidewalk SF 426 3.00 1,278
14 I Remove existing curb & gutter LF 67 , 5.00 335
15 Hl'.dromulch Seeding (back of curb to ROW, easements) SY 1,652 ' 0.65 1,074
Sitework and Paving Subtotal $147,379
Drainage System
16 18" RCP, structural backfill ---1----~ ' LF I 31' 59.00 1,829
17 24" HPDE, structural backfill LF 108 37.00 3,996
18 24" RCP, structural backfill LF 361 75.00 27 ,075
19 30" HOPE, non-structural backfill LF 37 48.00 1,776
20 }6" HPDE, structural backfill LF 191 63 .00 12,033
·-
21 (6" HPDE, non-structural backfill LF 15 55.00 825
22 36" RCP, strnctural backfill LF 135 95.00 12,825
23 5' Recessed Inlet EA 2 2,900.00 5,800
24 1 O' Recessed Inlet EA 5 3,300.00 16,500
25 \ 15' Recessed Inlet EA 4,000.00 4,000
-~ -·-·------
26 jConnect to Exisitng Junction Box EA l 2,000.00 2,000
27 Inlet Protection EA 8 100.00 800
28 Construction Exit EA l ,500.00 1,500
29 SWPPP Implementation & Maintenance LS I 2,500.00 2,500
30 TV InsEection LF 878 I l.00 9,658
Drainage Subtotal $103, l l 7
Water System
31 6" C909 Water Pipe, structural backfill LF 776 24.00 18,624
32 8" C909 Water Pipe, non-structural backfill LF 209 26.00 5,434
33 Fire Hydrant Asse mbly (w/ 6"x 6" tee, va lve, ve rt. extension) EA 2,950.00 2.950
34 8" M.J. Gate Valve EA l 1,000.00 1,000
35 6" M.J. Gate Valve EA 2 800.00 l,600
Spring Creek Townhomes, Phase 2
Engineer's Estimate
January 31, 2008
Item I Description Unit Estimated I
Quantity Unit Price Total
36 8"x 6" M.J. Tee
37 6" x 45° M.J. Bend
38 6" x 22.5° M.J. Bend
39 2" Blow Off Assembly
40 Connect to Exist_ing Water Line
41 I" Water Service :=: 15 ft (avg. length = 3 ft)
42 l" Water Service > 15 ft (avg. length = 43 ft)
43 1.5" Water Service :=: 15 ft (avg. length = 3 ft)
44 1.5" Water Service > 15 ft (avg. length= 43 ft)
Sewer System
EA
EA
EA
EA
EA
EA
EA
EA
EA
----,---I -42 6" PVC Sewer Line, D3034, SDR 26, structural backfill 1 LF
43 6" PVC Sewer Line, D3034, SDR 26, non structural backfill LF I
44 6" PVC Sewer Line, D224 l, SDR 26, structural backfill LF
45 8" PVC Sewer Line, D3034, SDR 26, structural backfill LF
46 8" PVC Sewer Line, D3034, SDR 26, non structural backfill LF
500.00
325.oo:
325.001
750.001
590.Q_Q j
600.00
500
975
1,625
1,500
500
1,300.00 1
12 750.00 1
600
1,300
9,000
3,000 2 1,500.ool
Water Subtotal I $48,608
---~IT -
20
80
60
-
30.00 18,300
25.001 2,5 50
33.00 660
34.00 2,720
---__ 26_._00-+--_ 1,560
4 7 8" PVC Sewer Line, D224 l, SDR 26, structural backfill LF
48 Standard 4' Manhole, 0-10.00 ft depth EA
49 Standard 4' Manhole, 10.01-12.00 ft depth EA
50 Connect to Existing Manhole EA
51 6" Drop Structure EA
52 8" Drop Structure
53 6" PVC Cap
54 TV Inspection
EA
EA
LF
EA
20
1
3 Ii
1
35.00 700
2,900.00 2,900
3,100.00 9,300
2,000.00 2,000
750.00 750 ~~--+---~~--t~--~~
892
7
1,000.00
50.00
3.50
500.00 55 4" Sewer Service :=: 15 ft (avg. length = 6 ft)
56 4" Sewer Service > 15 ft (av . !en th = 49 ft) EA 15 1,100.00
1,000
50
3,122
3,500
16,500
Sewer Subtotal! $65,612
ESTIMATED CONSTRUCTION I $364,716
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