HomeMy WebLinkAboutAgenda Report - March 6, 2013 C-06AGENDA ITEM COO tp
CITY OF LODI
COUNCIL COMMUNICATION
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AGENDA TITLE: Approve Plans and Specifications and Authorize Advertisement for Bids for
Hale Park Sports Court Resurfacing Project, 209 East Locust Street
MEETING DATE: March 6, 2013
PREPARED BY: Public Works Director
RECOMMENDED ACTION: Approve plans and specifications and authorize advertisement for
bids for Hale Park Sports Court Resurfacing Project,
209 East Locust Street.
BACKGROUND INFORMATION: Acrylic court surfaces have a useful life of approximately ten years
under normal conditions. The Hale Park sports courts were last
resurfaced in 2002 and are again in need of resurfacing.
The Hale Park Sport Court Resurfacing Project includes resurfacing two sports courts at Hale Park
(Exhibit A). The project consists of surface preparation and resurfacing of approximately 17,900 square
feet of basketball and handball court surface, re -striping the game lines, and modifying portions of the
existing chain-link fencing around the perimeter of the court area.
The bid opening is scheduled for March 27, 2013. Following Council award of the project, construction is
anticipated to begin mid-May.
It is recommended Council approve plans and specifications and authorize advertisement for bids for the
Hale Park Sports Court Resurfacing Project.
FISCAL IMPACT: Aside from the Capital expenditure, the fiscal impact will be negligible.
FUNDING AVAILABLE: Funding will be identified at project award.
F. Wally Sa delin
Public Works Director
Prepared by Charles E. Swimley, Jr., City Engineer/Deputy Public Works Director
FWS/CES/pmf
Attachment
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nradt Bartlam, City Manager
KAWP\PROJECTS\PARKS\Hale Park\Hale Park Court Resurfacing\CPS&A_2013 resurfacing.doc
2/13/2013
11 C_1S'I'S'l U.141 I'
Hale Park - Project Location
S-1, 1"=3U
PARD COURT11111111114111H' I; PROI L': -I'
THIS PROJECT CONSISTS OF (2) PROJECT LOCATIONS WITHIN THE EXISTING PARK
SIE.
A. THE CONTRACTOR SHALL PROVIDE AND INSTALL APPROXIMATELY 13,399
SQUARE FEET OF NEW ACRYLIC SPORTS COURT SURFACING AND NEW GAME
ONES AS _AID OUT PER THE PLANS AND SPECIFICATIONS. THE EXISTING
COURT IE A 4 INCH THICK CONCRETE SLAB WITH EXPANSION JOINTS. THIS
LOCATION SHALL RECEIVE (1) 50'—' FULL BASKETBALL COURT AND (1)
35'.45' HALF BASKETBALL COURT WITH PERIMETER APRONS,
8. THE CONTRACTOR SHALL PROVIDE AND INSTALL APPROXIMATELY 4,450
SQUARE FEET OF NEW ACRYLIC SPORTS COURT SURFACING AND NEW GAME
LINES AS UID OUT PER THE PLANS AND SPECIFICATIONS. THE EXISTING
COURT IS A 2 INCH THICK COMPACTED ASPHALT SLAB WITHOUT JOINTS. THIS
LOCATION SHALL RECEIVE (1) 42x74' MODIFIED FULL BASKETBALL COURT
WITH PERIMETER APRONS.
PF01I;r l' (:0NDI1'10NS1'IT.A'1' AI'1'I Y 1'0 Eo"Ill PRPjI: -1 LOCA'TION'S
EXISTING BASKEI'B4LL COURT CWJN LINK FENCING AND GATES SHALL REMAIN.
2. EXISTING BASHETB4LL STANDARDS SHALL REMAIN.
3. EXISTING SPORTS LOTTING STANDARDS SHALL REMAIN.
4. EXISTING CMU MASONRY WALL TO REMAIN.
HALAL PARD F-CINC;
THIS PROJECT CONSISTS OF (2) PROJECT LOCATIONS WITHIN THE EXISTING PARK
SITE.
IIX:ATION 41'
C. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF APPROXIMATELY 410
LINEAL FEET OF EXISTING BOTTOM TENSION WIRE AND INSTALL
APPROXIMATELY 410 LINEAL FEET OF NE 1.66" O.D. SS -40 BOTTOM RAIL
PIPE WITH APPROPRIATE HARDWARE WHICH WOULD INCLUDE BRACE BANDS.
TAIL ENDS. BOLTS. NUTS AND NEW TIE WIRE TO SECURE THE EXISTING
CHAIN UNK FABRIC TO NEW BOTTOM RAIL.
LOCAT ON M2
0. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF APPROXIMATELY 136
UNEAL FEET OF EXISTING BOTTOM TENSION WIRE AND INSTALL
APPROXIMATELY 136 LINEAL FEET OF NEW 1.66' O.D. Si BOTTOM RAIL
PIPE WITH APPROPRIATE HARDWARE WHICH WOULD INCLUDE BRACE SANDS,
FAIL ENDS, BOLTS, NUTS AND NEW TIE WIRE TO SECURE THE EXISTING
CHAIN LINK FABRIC TO NEW BOTTOM RAIL.
(E) PRESSED STEEL CAPS
(TO REMAIN;
(E) END POSTS
(TO REMAIN)
EXISTING
v 9 GAUGE GALVANIZED
I MESH FABRIC TO REMAIN
THE CONTRACTOR SHALL REMOVE ALL EXISTING TIE
WIRE CONNECTORS FOR NEW 8070M RAL TO BE
INSTALLEO, THE CONTRACTOR SHALL RE -STRETCH
AND RE -TIE EXISTING FABRIC TO FRAME WORK
AFTER MODIFICATION WORK IS COMPLETED.
(E) LINE POSTS
�(TO REMAIN)
(E) TOP RALS:
T.66
'OG SS -40 PIPE
(TO REMAIN)
THE CONTRACTOR SHALL REMOVE THE EXIST NO
TENSION WIRE AND HOG RINGS AND REPLACE
WITH NEW 1.66" O.D. ES -4D PIPE BOTTOM RAIL
AND APPROPRIATE HARDWARE. (BRACE BANDS.
RAIL ENDS, BOLTS. NUTS, TIRE WIRE ETC.)
Chain Link Fence Retrofit Work (See Sheet C3)
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