Loading...
HomeMy WebLinkAboutS-346804Pi W 00 SE 1/4 OF SECTION 9, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE 04 CoN��EE�t OURS APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S C! no SOM11,1 Rill REV-�N.57 -TE— EXACT VERTICAL AND F ir Pvc RESPONSIBILITY TO DETERMINE THE -7-7 IE 12- GMP (S)*136.77 HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND 7 UTILIITES PRIOR TO COMMENCING CONSTRUCTIOM NO STAN ARD 6 SIDE SEWE FOUND 1-1/2" BRASS DISK W/PUNGH SINGI - �'Ez- REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES IN 4"X4" MONUMENT CASE ON 0.72' -rUi� FOUND 1/2" BRASS PIN P ARE SHOWN HEREON, THE ENGINEER ASSUMES NO W/PUNCH5"DN RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES N STA. 0+00 TY 4 LA12 LS JU 'Y LLUN NOT SHOWN IN THEIR PROPER LOCATION. J =-N 00 9 00 1 +00 01 CALL BEFORE YOU DIG, 1-800-424-5555 4 0 0) 98OX12 FL Puw) Sm :IrTE ---- 0 ---l— n GD $ D 00 TLJ' LES 03 0 < 0 m O SINGLE.- m z -F 8' \ rx "-1—i z J 0 0 7 7F 7 7 77-,?-,- >( 7-77 777 7 71 z m Ca coo > -z-Z ----------- C) C2 AA k Cn < o -n M Cn MM 30 STA. 11+1R� 18.7' RT 'N G) 6 V) 6" SS CLEANOLIT . . ......... . W/ TRAFFIC BEARING LID RIM=369.80 CA m .... . .... 372�--- 0 32 8--�Koj .(07 Q ". I f. 6' SIDESEWER SLOPE (TYP.) 2.0% MIN, STA. 9+0 r �v N' N MAINTAIN 10' MIN. EXISTING MANHOLE 'k 2 1p IE=344-.�ig, 8' (NEW) . AIN, Q BETWEEN SEWER AND WATER (TYP.) -6 PAVEMENT PATCH K STA 1+18 5' 8' LT PER DETAIL SHEET 8 '4- RIM=375.0 0 P'u 619 IE=3,88, 6# 3 8.67 0 . ...... 2 1 E--4 TYIP, 2 LOCATIONS USE TRAFFIC BEARING LID j, �b 11 pf, m -A Mi f Q- GRAPHIC'SCALE VR 0 10 20 40 �V G-1 A f Inch 20 feet El= 7 0 0 Z U) P4 C) wd-� 0 P� Z Z HAO Wao > z C)