HomeMy WebLinkAboutA016 - Letter to Mayor and Council dated August 10, 2007, certifying completion of utilities and street construction Public Works Department
515 Clark Avenue, Ames, Iowa 50010
Phone 515-239-5160
Fax 515-239-5404
C"aril g People ��II
Quality Programs
Eve Frtion al Seruiu,
August 10, 2007
Honorable Mayor and Council Members
City of Ames
Ames, Iowa 50010
Ladies and Gentlemen:
I hereby certify that the utilities and street construction required as a condition for
approval of the final plat of Sunset Ridge end Addition has been completed in an
acceptable manner by Halbrook Excavating and Manatt's, Inc. The above-mentioned
improvements have been inspected by the Engineering Division of the Public Works
Department of the City of Ames, Iowa and found to meet City Specifications and
Standards. This letter also certifies that the lighting requirements, as established by
City of Ames Electric Department, have been completed.
As a result of this Certification, it is recommended that the financial security for public
improvements, submitted by Hunziker Land Development, on file with the City for this
subdivision be released in full.
Sincerely,
John Joiner, Pk
Public Works Director
City of Ames
JJ/ec
cc: Finance, Contractor, PW Admin Asst, Construction Supervisor, PW Senior Clerk,
Planning & Housing
Sunset Ridge 2nd 2
August 8, 2007
Description Unit Quantity
Excavation and Embankment CY 15,400
Silt Fence LF 2,580
Inlet Protection EA 19
Stabilized Construction Entrance EA 2
Straw Mulch ACRE 12
Seeding, Type (5) Stabilizing Crop ACRE 12
8-inch Sanitary Sewer LF 1,279
Drop Connection VLF 6
48-inch Dia. Sanitary Manhole (A) EA 6
Temporary Sanitary Sewer Cleanout EA I
Sanitary Manhole Adjustment, Minor EA 2
Sanitary Manhole Adjustment, Major EA 5
4-inch Sanitary Service EA 37
8-inch Water Main LF 3,121
8-inch 11.25 Degree M.J. Bend EA 4
8-inch 22.5 Degree M.J. Bend EA 3
8-inch 45 Degree M.J. Bend EA 1
8-inch M.J. Gate Valve EA 10
8"x8"x8" M.J. Tee EA 3
8"x8"x8"x8" M.J. Cross EA 1
8"x8" MJ Tapping Valve and Sleeve EA 1
Hydrant and Hydrant Run(includes 8"x8"x6" M.J. Tee,
6" M.J. Gate Valve, 6" Pipe and Hydrant) EA 6
Temporary Blowoff Hydrant(8"x6" M.J. Reducer, 6"
Pipe, P.C.C. Reaction Block, and Hydrant) EA 4
Temporary Blowoff Hydrant(Remove and Reuse 8"x6"
M.J. Reducer, 6" Pipe and Hydrant) EA 2
1-inch Water Service EA 38
Rip Rap, Class 'D' TON 20
Structure Removal EA 2
6-inch Collector Line LF 1,248
12-inch RCP, Class III LF 437
15-inch RCP, Class III LF 426
18-inch RCP, Class III LF 301
24-inch RCP, Class III LF 87
24-inch F.E.S. EA 1
Storm Sewer Manhole (Sanitary Type 'A) EA 1
Storm Sewer Manhole (60") EA 1
Storm Sewer Intake (M-A) EA 6
Storm Sewer Intake (M-C) EA 6
Storm Sewer Intake (M-D) EA 2
Storm Sewer Intake (M-E) EA 2
Collector Line Cleanout EA 5
1.5-inch Sump Service EA 37
Traffic Control LS I
Sunset Ridge 2"d 3
August 8, 2007
Pavement Removal SY 572
Subgrade Preparation SY 10,524
30-inch P.C.C. Curb and Gutter LF 5,534
6-inch P.C.C. Pedestrian Ramp SY 205
Detectable Warning Material SF 332
8-inch H.M.A. Pavement SY 5,350
9.5 H.M.A. Pavement SY 3,952