HomeMy WebLinkAboutR_4013213GENERAL NOTES
FINISHED GRADE
CONCRETE SLAB
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THREADED COUPLER
2" SAND BED PVC SCHED
80 CONDUIT
PVC COATED
RIGID STEEL
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BURIED CONDUIT STUB -UP DETAIL
SCALE: NONE
27" MIN.
4" SPARE
7.5'
2" SPARE (FIBER)
2" BED
COMPACTED
BACKFILL
PVC COATED
RIGID ELBOW
E1 10,E1 11,E1 12,E1 13,E1 14,E-1151 E510-4
lown'llK=aw=ao
7.5"
V45A/CKT 5
4"C, 3#600, #2/0 GND
V45B/CKT 4
4"C, 3#600, #2/0 GND
#4/0 BARE CU GROUND
DUCT BANK CROSS-SECTION
SCALE: 1-1 /2"=1'-0"
Ell 1,E361JE510-7
FINISHED GRADE
2" BED
FINISHED GRADE
27" MIN.
V45A/CKT 5
4"C, 3#600, #2/0 GND
V45B/CKT 4
4"C, 3#600, #2/0 GND
#4/0 BARE CU GROUND
DUCT BANK CROSS-SECTION
SCALE: 1-1 /2"=1'-0" E1 10,1�1 1 11 E5110-7
27" MIN.
2" SPARE (FIBER)
2" BED
V45A/CKT 5
4"C, 3#600, #2/0 GND
4" SPARE
D D D a V45A/CKT 5 „
4"C, 3#600, #2/0 GND 7.5
4" 4" 4"
wmilm'W'als'n,
7.5"
#4/0 BARE CU GROUND
DUCT BANK CROSS-SECTION
SCALE: 1-1 /2"=1 ' -0"
E110,E11 1,E360,E361jE5T0-7
GRAPHIC SCALE:
SCALE: 1-1 /2"=1 ' -0"
0 3" 6" 1' 2'
1. DUCT BANK ELEVATION SHALL BE SET TO
MINIMIZE VERTICAL OFFSETS TO MANHOLES,
HANDHOLES WHILE MAINTAINING NO LESS
THAN CODE MINIMUM BURIAL DEPTH.
2. QUANTITY OF 400HZ FEEDERS TO BE
REDUCED TO COUNT REQUIRED TO FEED
DOWNSTREAM GATE BOXES. IF FIELD
CONDITIONS REQUIRE MOVE THE 400 HERTZ
TO THE OPPOSITE SIDE OF DUCT BANK.
3. HAND HOLES SHALL BE SET ON A 6" BED
OF GRAVEL.
CCASNE ENGINEERING, INC.
ELECTRICAL AND TECHNOLOGY CONSULTANTS
10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033
(425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140
CIVIL PERMIT
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C'z UNAWN UAIL SUBTITLE CURRENT REVISION ISYMBOL DATE
� WAStr� ACCEPTABILITY CASNE 12.21.17 BURIED CONDUITS DETAILS W4700331 — 06.08.18
- APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED CEC 12.21.15 SHEET
rN VED BY DEPT. DATE LDBNEER 12.21.15 TITLE APRON R INFRASTRUCTURE E510-4 E45
CHECKED
"d,;P7 35276 APPROVED APRON R JOB N0. COMP N0.
0 ISTER� ' W4700331
�SSIONAL �� 8ll APPROVED ----]ELECTRICAL MASTER RENTON, WA DWG NO. 05-APRON-R-E510-4
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