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HomeMy WebLinkAbout4132-8IN PROPOSED CONSTRUCTION TRENC & IN TALL (1) 2" PVC CO Duf I & (1) 1-1/2" HDPE DUCT. MAINTAIN MIN, 30" COVER, DIGALERT �jgg qs,� Call: TOLL FREE 9 1-800-227-2600 41, TWO DAYS AT LEASI 110/1" BEFORE YOU DIG UG SERVICE ALERT OF SOUTHERN CALIFORNIA DECLEZ CHANNEL BRIDGE ATTACHMENT DETAILS 3" PIN' 2" PIPE 1 1/2" - I '112" 44-- IAOINT MATERIALS HOTDIP GAWMIZED' STEEL CARBON STEEL THREADED HANGER ROD (1350 LBS. MAX. DESIGN LOAD) ZINC PLATED STEEL CONCRETE DROP-IN ANCHOR (RATED 6000 LBS, PULL-OUT) CARBON STEEL YOKE, ROLL ROD AND HEX NUTS; CAST IRON ROLLER ( 225 1 2 _BS, MAX, RECOMMENDED LOAD) 7 __3 1/2" �11 A" PROPOSED HANGER INSTALLATION DETAIL PROPOSED NEW EMT CONDUIT SU8PENDED ON HANGERS 24" 271� 6 (tNTERSPACED 3-1 (8, BETWEEN 4-34"-1 HANGERS) GAS MAIN EXIST, GAS MAIN SUSPENDED ON HANGERS L_ PROPOSED CONSTRUCTION - 9707t68 (Y' ------ '01, 100 PLACE 24x36 VAULT I UBACK-OF-CURB IN S/W A, 'N --------- - .. . ......... . SCALE -40' + PROPOS.E-D-C-ONSTRUCTION 114' U TRENCH TO BRIDGE FROM VAULTS #S20 & #S21, INSTALL (1) 2" HDPE DUCT. MAINTAIN MIN, 30" COVER, PROPOSED CONSTRUCTION - 08+94 CORE THROUGH RETAINING WALLS & ATTACH (1) 2"' EMT CONDUITTO UNDER SIDE OF BEVELED 1�v PLACE 2436 VAULT 10'BACK-OF-CURB IN S/w BRIDGE OVERHANG, ADJACENT TO EXIST. GAS PIPE. -- - ------------ . ...... - --------- - PROPOSED CONSTRUCTION 08+88 ---------- PLACE 2436 VAULT I O'BACK-OF-CURB IN S/W PROPOSED CONSTRUCTION - 34+67 . .. ... . ---- - ------ ...... 0 20' 40' PLACE 2436 VAULT l'BACK-OF-CURB IN Sm 4" CL 0 PROPOSED CONSTRUCTION 138 P_ R-0 - P9 -SED - VAU LT #S,1 8 STA TRENCH & INSTALL (1) 2" PVC CONDUIT & TR NCH &IN r 1 1 /2 HD p DUCT -.1/2" HDPE DUCT, MAINTAIN MIN. 30" COVER, _�J) o + 7 1 2"PKHN . ...... .. .41 A < Y"� 12TKHN . .... . - '7 Iry ,X 00+00 01+00 3+oo j, '4� . ...... ... co LL "n,'10 . ... .. ... -4— 7 'wo, . < 0, Vy 0 M�W ...... . . . . I > 4L 00+48 974 --------- ---- PLACE 2436 VAULT lBACK-OF-CURB IN S/W L 4 0� DECLEZ CHANNEL BRIDGE ATTACHMENT DETAILS 3" PIN' 2" PIPE 1 1/2" - I '112" 44-- IAOINT MATERIALS HOTDIP GAWMIZED' STEEL CARBON STEEL THREADED HANGER ROD (1350 LBS. MAX. DESIGN LOAD) ZINC PLATED STEEL CONCRETE DROP-IN ANCHOR (RATED 6000 LBS, PULL-OUT) CARBON STEEL YOKE, ROLL ROD AND HEX NUTS; CAST IRON ROLLER ( 225 1 2 _BS, MAX, RECOMMENDED LOAD) 7 __3 1/2" �11 A" PROPOSED HANGER INSTALLATION DETAIL PROPOSED NEW EMT CONDUIT SU8PENDED ON HANGERS 24" 271� 6 (tNTERSPACED 3-1 (8, BETWEEN 4-34"-1 HANGERS) GAS MAIN EXIST, GAS MAIN SUSPENDED ON HANGERS L_ PROPOSED CONSTRUCTION - 9707t68 (Y' ------ '01, 100 PLACE 24x36 VAULT I UBACK-OF-CURB IN S/W A, 'N --------- - .. . ......... . PROPOS.E-D-C-ONSTRUCTION 114' TRENCH TO BRIDGE FROM VAULTS #S20 & #S21, INSTALL (1) 2" HDPE DUCT. MAINTAIN MIN, 30" COVER, PROPOSED CONSTRUCTION - 08+94 CORE THROUGH RETAINING WALLS & ATTACH (1) 2"' EMT CONDUITTO UNDER SIDE OF BEVELED 1�v PLACE 2436 VAULT 10'BACK-OF-CURB IN S/w BRIDGE OVERHANG, ADJACENT TO EXIST. GAS PIPE. -- - ------------ . ...... - --------- - PROPOSED CONSTRUCTION 08+88 ---------- PLACE 2436 VAULT I O'BACK-OF-CURB IN S/W ---- - ------ ...... TRENCH & INSTALL (1) 2" PVC CONDUIT & (2) 1-1/2" HDPE DUCTS, MAINTAIN MIN. 30" COVER, 11