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HomeMy WebLinkAboutR_4013216GENERAL ROTES HANDHOLE LID TYPE AND LEAD RATING TO BE CALLED OUT ON CIVIL DETAIL DRAWINGS. Q co 0 0 CV CV O LL C O a� cu 0 a� c6 co co J i vv vvi I -- RIGID CONDUIT (TYP.) HAND HOLE TYH CAL SCALE: 2"=1 '0" TnA TTI/' F-)ATT FI E112, E113, E114JE510-7 GRAPHIC SCALE: SCALE: 2"=1 '-0" 0 3„ 6' 1 3 0 5 0 CONDUIT STUBS TO HAVEV PVC BELL ENDS INSTALLED. a C DUCT BANK ELEVATION SHALL BE SET TO MINIMIZE CY VERTICAL OFFSETS TO HANDHOLES WHILE MAINTAINING NC C LESS THAN CODE MINIMUM BURIAL DEPTH. c a PROVIDE CONDUCTOR SERVICE LOOPS IN HANDHOLE. r HANDHOLE LID TO HAVE NAME WELDED ON TO EXTERIOR C FOR EASY IDENTIFICATION. BASE SHALL CONTAIN TWO 3" MINIMUM DIAMETER HOLES TO ALLOW FOR DRAINAGE. CONSTRUCTON NOTES 1. ALL VAULTS AND JUNCTION BOXES SHALL MEET THE LOAD RATING SPECIFIED ON SHEET G2. 2. FRAME AND GRATE FOR 3030-LA VAULT SHALL BE NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. 3. FRAME AND GRATE FOR 444-LA VAULT SHALL BE NEEMAH FOUNDRY PRODUCT R3498R2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 167 -140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 LF DRAWN DAI S SUBTITLE CURRENT REVISION SYMBOL DATE of WASh,I �� AccEPTABiuTY CASNE 08.22.17 HAND HOLE DETAILS W4700331 06.08.18 APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 �� �� THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED CEC 08.22.17 SHEET R VIED BY DEPT. DATE ENGINEER TITLE APRON R INFRASTRUCTURE E510-7 E48 EDB 08.22.17 CHECKED 35276 APRON R JOB NO. COMP N0. IST APPROVED IUNAL ����g`� APPROVED DWG N0. W4700331 o ELECTRICAL MASTER PENTON, WA 05 APRON R E510 7 n T Lf C C C T LL a