HomeMy WebLinkAboutA027 - Letter certifying completion of site utilities, curb and gutter, and asphalt paving by Ames Trenching and Manatt's Inc. dated April 26, 2013 2� d
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CITYOF
Ames"
J- Smart Choice
April 26, 2013
Honorable Mayor and Council Members
City of Ames
Ames, Iowa 50010 -
Ladies and Gentlemen:
I hereby certify that the site utilities, curb and gutter, and asphalt base paving as required as a
condition for approval of the final plat of Ringgenberg Park, 3'd Addition have been completed
in an acceptable manner by Ames Trenching and Manatts, Inc. The above mentioned
improvements have been inspected by the Public Works Division of the City of Ames, Iowa and
found to meet City specifications and standards.
As a result of this certification, it is recommended that the financial security for public
improvements on file with the City for this subdivision be reduced to $107,415.00. The
remaining work that covers this financial security is trail paving, sidewalk ramps, and the final
lift of asphalt surfacing.
Sincerely,
John Joiner, P.E.
Public Works Director
City of Ames
JJ/jc
cc: Finance, Contractor, Construction Supervisor, PW Senior Clerk, Planning& Housing
Public Works Department 95160
ti 515 23 nuu,i 515 Clark Ave P 0�80Xr811
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515 239 5404 /� Ames IA 50010
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Ringgenberg Park, 3rd Addition
April 26, 2013
Description : t Qua sty.
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Mobilization LS 1
Sanitary Sewer,Connect to Existing EA 1
Sanitary Sewer,Manhole SW-301 EA 7
Sanitary Sewer,8-inch LF 1,982
Sanitary Sewer,Service,4-inch LF 1,752
Storm Sewer, Manhole,SW 401 EA 1
Storm Sewer,Intake,SW 501 EA 6
Storm Sewer, Intake,SW 503 EA 2
Storm Sewer, Intake,Beehive EA 12
Storm Sewer, Intake, Hickenbottom EA 1
Storm Sewer,Connect to Existing EA 1
Storm Sewer,Connect to Existing Intake EA 3
Storm Sewer,8-inch LF 125
Storm Sewer,12-inch LF 2,775
Storm Sewer, 15-inch LF 649
Storm Sewer,Service LF 1,692
Storm Sewer, FES, 12-inch EA 1
Water Main,8-inch LF 1,637
Water Valve,8-inch EA 4
Water Service LF 1,818
Curb Stop EA 31
Fire Hydrant Valve and Assembly EA 4
Fire Hydrant Valve and Assembly, Relocate EA 1
Grading, Roadway and Trail CY 1,520
Grading,Lots 102 and 108,and Outlot 0 CY 3,850
Mobilization LS 1
Subgrade Prep SY 6,255
Curb and Gutter, PCC,30-inch LF 3,463
Pavement, HMA Base,6"Thickness TN 1,730
Pavement,HMA Surface,2"Thickness TN 550
PCC Sidewalk,ADA Ramps SY 54
Tactile Warning Pads EA 8
HMA Trail TN 57
Mobilization LS 1
Silt Fence LF 1,000
Seeding,Prairie AC 2.83
Seeding,Temporary AC 11.83
Mobilization LS 1
Temporary Gravel Access LS 1
Grading,Roadway and Trail CY 2,250
Subgrade Prep SY 3,608
Curb and Gutter, PCC,30-inch LF 1,805
Intake, Final Adjustment and Throat EA 2
Pavement,HMA Base,6"Thickness TN 1,000
Pavement, HMA Surface,2"Thickness TN 320
PCC Sidewalk,ADA Ramps SY 24
Tactile Warning Pads EA 4
HMA Trail TN 220
Top Soil Placement,6-inch CY 640
Seeding AC 0.62