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1600 - Food Program
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PR0161533
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Entry Properties
Last modified
12/20/2021 7:17:05 PM
Creation date
10/15/2021 3:39:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0161533
PE
1632
FACILITY_ID
FA0001342
FACILITY_NAME
MUSD-LINCOLN SCHOOL
STREET_NUMBER
750
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22118001
CURRENT_STATUS
01
SITE_LOCATION
750 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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SITE DRAINAGE <br />Section 02400 <br />15-1207 <br />1.13 RECORD DRAWINGS <br />A. Keep a daily record of all pipe placed in ground, verified by Project Inspector. <br />B. Upon completion of this Contract, furnish one Record Drawing showing all outside utility <br />lines, piping, etc., installed under this Contract. Locate and dimension all work with <br />reference to permanent landmarks. <br />C. All symbols and designations used in preparing Record Drawing shall match those used in <br />Contract drawings. <br />D. Properly identify all stubs for future connections, as to location and use, by setting of <br />concrete marker at finished grade in the manner suitable to Architect. <br />PART 2 - PRODUCTS <br />2.01 MATERIALS <br />A. Pipe: Use one of the following, unless noted on the Drawings otherwise. <br />1. Polyvinyl Chloride Pipe (PVC): SDR35 conforming to ASTM D3034 with elastomeric <br />joints conforming to ASTM D3212 for pipe to 12". Sun damaged pipe will be <br />rejected. <br />2. High density polyethylene pipe (HDPE): The pipe shall be corrugated <br />exterior/smooth interior pipe. 12" to 60" maximum diameter shall conform to <br />AASHTO M294, water tight per ASTM D3212 with water tight gasket fittings. <br />B. Perforated Pipe (for subdrains): Shall be ADS N12 pipe, 3 hole, ASTM F 405, AASHTO M <br />252; PCV ASTM D3034 SDR -35 storm drain pipe <br />C. Manhole: Shall be as shown on the drawing details. <br />D. Drop Inlet: Shall be as shown on the drawing details. <br />E. Curb Inlet: Shall be as shown on the drawing details. <br />F. Mortar: For pipe connections to concrete drainage structures, conform to ASTM C270 type <br />N mortar. Place within one half hour after adding water. <br />G. Crushed Rock: Imported washed crushed rock. Minimum 100% passing 3/4 inch sieve. <br />H. Trench drain: Polycast, Polydrain or equal and as shown on drawings. <br />I. Area Drains: Shall be as shown on the drawing details. <br />J. Floor Drains: Shall be as shown on the drawing details. <br />K. Clean -outs: Shall be as shown on the drawing details. <br />L. Planter drains: Shall be as detailed on the drawing details. <br />4 <br />
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