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2900 - Site Mitigation Program
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PR0542085
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Last modified
5/7/2020 3:18:39 PM
Creation date
5/7/2020 3:08:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0542085
PE
2965
FACILITY_ID
FA0010858
FACILITY_NAME
SJC PUBLIC WORKS /UTILITY-FLAG CITY
STREET_NUMBER
14720
STREET_NAME
REPUBLIC
STREET_TYPE
St
City
LODI
Zip
95242
APN
05532009
CURRENT_STATUS
02
SITE_LOCATION
14720 Republic St
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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i <br /> PART 3: EXECUTION <br /> 2 <br /> 3 3.01 INSTALLATION <br /> 4 <br /> 5 A. Bell and Spigot Ductile Iron Pipe: Where bell and spigot joints are used for joining ductile <br /> 6 iron pipe, the joints shall be made using rubber rings, U.S. "Tyton", Clow "Super Bell-Tite" <br /> ' 7 joint, or equal. Gasket seat, gasket, and spigot shall be thoroughly cleaned before <br /> 6 assembly of joint. The entire procedure shall be in strict accordance with manufacturer's <br /> 9 recommendations. <br /> 10 <br /> 11 B. Mechanical Joint Ductile Iron Pipe: Mechanical joints in ductile iron pipe shall be made as <br /> 12 follows: Gland shall be placed on spigot end of pipe with lip extension toward the joint. <br /> 13 The rubber gasket shall then be slipped on the pipe with its thick edge toward the gland. <br /> 14 The gasket and joint surfaces shall then be thoroughly wetted using a soapy solution made <br /> 15 with vegetable soap or similar soap as recommended by the manufacturer. The spigot end <br /> 16 of the pipe shall then be inserted to full depth of the mechanical joint socket and the <br /> ' 17 gasket pressed firmly into place in the bell in order to obtain an even "set" all around the <br /> 16 joint. The gland shall then be moved into place, the bolts inserted and the nuts taken up <br /> 19 tightly with fingers. The nuts shall then be tightened gradually by wrench -- a half turn at <br /> ' 20 a time, moving wrench from one nut to another repeating until all nuts are uniformly tight. <br /> 21 Final tightness shall be with a torque wrench as follows: three-quarter inch bolts - 60 to 90 <br /> 22 pounds torque. <br /> 23 <br /> 1 24 C. Flanged Pipe: Flanged joints shall be made up square, with even pressure on the gaskets, <br /> 25 and shall be watertight. <br /> 26 <br /> 27 D. Grooved Coupling: Grooved couplings shall be prepared or painted as necessary to obtain <br /> 26 a leak-free seal. <br /> 29 <br /> 3o E. Polyethylene Encasement for External Corrosion Protection for Buried Piping: <br /> ' 31 <br /> 32 1. General: Provide 8 mil polyethylene encasement on all buried ductile iron pipe. <br /> 33 <br /> 34 2. Installation on Pipe <br /> 35 <br /> 36 a. Pick up the pipe with a sling or pipe tongs. Slip a polyethylene tube which is <br /> ' 37 approximately two feet longer than the pipe over the plain end and leave it <br /> 36 bunched up accordion style. <br /> 39 <br /> 40 b. Lower the pipe into the trench and make up the joint with the preceding pipe. <br /> 41 Shallow bell holes are required to allow overlap of the tube at the joints. <br /> 42 <br /> 43 c. Remove the sling or tong from the center of the pipe, raise the bell a few inches <br /> 44 and slip the polyethylene tube along the pipe barrel, leaving approximately one <br /> 45 foot of the tube bunched up at each end of the pipe for wrapping the joints. <br /> 46 <br /> ' 47 d. Overlap each joint by first pulling one bunched-up tube over the bell, folding 1t <br /> 4e around the adjacent plain end, and securing it in place with two or three wraps <br /> 49 of the polyethylene adhesive tape. Complete the overlap by repeating the same <br /> 50 procedure with the bunched-up tube on the adjacent pipe. <br /> 51 <br /> DUCTILE IRON PIPE <br /> 050694 150423 <br />
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