HomeMy WebLinkAboutReso 91-453 - Authorize filing of pre-app for Const of Airport Industrial Park & improvements - With Econ Dev, US Dept of Commerce, USA - Grant RESOLUTION NO- 11-Y,0
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDDING
AUTHORIZING THE FILING OF A PRE-APPLICATION WITH THE ECONOMIC
DEVELOPMENT ADMINISTRATION, UNITED STATES DEPARTMENT OF
COMMERCE, UNITED STATES OF AMERICA, FOR A GRANT UNDER THE
TERMS OF THE PUBLIC WORKS AND ECONOMIC DEVELOPMENT ACT OF
1965, AS AMENDED FOR CONSTRUCTION OF THE AIRPORT INDUSTRIAL
PARK AND RELATED AIRPORT IMPROVEMENTS
WHEREAS, under the terms of the Public Works and Economic Development
Act of 1965, as amended, the United States of America has authorized the making
of grants to public bodies and private non-profit organizations or associations to
aid in financing the construction of specific projects;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of
Redding hereby authorizes City Manager Robert E. Christofferson to execute and
file a pre-application on behalf of the City of Redding with the Economic
Development Administration, United States Department of Commerce, for a grant
to construct Airport Industrial Park Improvements and Related Airport
Improvements in the Redding Municipal Airport Area.
BE IT FURTHER RESOLVED that the City Manager of the City of Redding is
hereby_ authorized and directed to furnish such information as the Economic
Development Administration may reasonably request in connection with the pre-
application herein authorized to be filed and that he is authorized to accept any
offer of grant which may be tendered.
BE IT FURTHER RESOLVED that the City Council of the City of Redding
hereby establishes said project as its Number One priority Public Works project
for the 1992-93 fiscal year.
I HEREBY CERTIFY that the foregoing resolution was introduced and read
at a regular meeting of the City Council of the City of Redding on the 15th day of
October 1991, and was duly adopted at said meeting by the following
vote:
CA
AYES: COUNCIL MEMBERS: Arness, Buffum, Fulton, Moss & Dahl
NOES: COUNCIL MEMBERS: None
ABSENT: COUNCIL MEMBERS: None
ABSTAIN: COUNCIL MEMBERS: None
MIKE DAHL, Mayor
City of Redding
ATTEST:
Az
iHE�ICHa S ity ClerkM APPROVED:
-AAf DALL A. HA ity Attorney
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COST SUMMARY
Subtotal construction = $ 1,605,385
+ contingency = $ 160,000
Total construction = 1,765,385
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Design engineering = $ 100,000
Field Engineering & Inspection = $ 50,000
TOTAL PROJECT COST = $ 1,915,385
_ $ 1,915,000 (R)
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CITY OF REDDING
PUBLIC WORKS DEPARTMENT
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REDDING MUNICIPAL AIRPORT - COST SUMMARY FOR WESTSIDE INDUSTRIAL IMPROVEMENTS
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The following Engineer's Cost Estimate is based on current area prices for the
items of work listed. The prices have been projected to construction date
prices, using the current Consumer Cost Index (CCI) .
ROADS
1. Knighten Road Extension = 56,020 SF x $3.00 - - - - - - - - - - $ 168,060
2. South frontage road extension = 86,200 SF x $3.00 - - - - - - - $ 258,600
3. North frontage road extension = 81,700 SF x $3.00 - - - - - - - $ 245,100
4. Median landscape on Knighten Road - - - - - - - - - - - - - - - $ 10,000
5. Landscape trees along Airport Road - - - - - - - - - - - - - - $ 20,000
6. Street lights = 25 EA x $2000 - - - - - - - - - - - - - - - - - $ 50,000
Subtotal = 751,760
WATER
1. 12-inch ductile iron pipe = 3955 LF x $35 - - - - - - - - - - - $ 138,425
2. 6-inch ductile iron pipe = 1060 LF x $20 - - - - - - - - - - - $ 21,200
3. 6-inch fire hydrant = 6 EA x $2000 - - - - - - - - - - - - - - $ 12,000
4. 12-inch tee w/2-12" valves - - - - - - - - - - - - - - - - - - $ 3,500
5. 12" x 6" tee w/6" valve = 5 EA x $1500 - - - - - - - - - - - - $ 7,500
Subtotal = 182,625
SEWER
1. 10-inch sewer line = 140 LF x $30 - - - - - - - - - - - - - - - $ 4,200
2. 8-inch sewer line = 3970 LF x $25 - - - - - - - - - - - - - - - $ 99,250
3. 4' sewer manhole = 10 EA x $2000 - - - - - - - - - - - - - - - $ 20,000
Subtotal = 123,450
STORM DRAIN
1. 8' x3' box culvert = 640 LF x $200 - - - - - - - - - - - - - - $ 128,000
2. 6' x3' box culvert = 360 LF x $145 - - - - - - - - - - - - - - $ 52,200
3. 4' x2' box culvert = 430 LF x $100 - - - - - - - - - - - - - - $ 43,000
4. Backfill existing ditch = 570 LF x $10 - - - - - - - - - - - - $ 5,700
5. Storm Drain junction box - - - - - - - - - - - - - - - - - - - $ 2,500
6. 15-inch pipe = 160 LF x $30 - - - - - - - - - - - - - - - - - - $ 4,800
7. 18-inch pipe = 730 LF x $35 - - - - - - - - - - - - - - - - - - $ 25,550
8. 24-inch pipe = 2660 LF x $50 - - - - - - - - - - - - - - - - - $ 133,000
9. No. 3 catch basin = 14 EA x $1700 - - - - - - - - - - - - - - - $ 23,800
Subtotal = 418,550
UTILITIES
1. Joint utility trench = 2600 LF x $40 - - - - - - - - - - - - - $ 104,000
2. Secondary utility trench w/boxes = 2500 LF x $10 - - - - - - - $ 25,000
Subtotal = 129,000
Exhibit IV-D-4