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SEA _ ENGINEERING & SURVEYING. PC
a2DIDS906 NASH STREET NORTH - TT]E 252) 399-0704
i, `)BINE� rCaF LLSON, N.C. 27893-1726 FA%: �252) 390-0804
EMAIL: IniDObortletteng.ow
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CALL ONE CALL CENTER AT 1-BCD-BSY-K/B FOR LOCATIONS W EBST70 UTILIZES 40 HOURS 14111W
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CONCRETE PIER DETAIL
NOT TO SCALE
WATER. SEWER. AND STORM DRAINAGE LINES SHOULD BE
CONSTRUCTED TO THE FOLLOWING SPECIRCA71ONS:
-MIN. 10' LATERAL SEPARATION BETWEEN WATER/SEWER LINES.
-MIN. 18' VERT. SEPARATION BETWEEN WATER IF
WATER MUST BE PLACED BELOW SEWER, DUCIM IRON IS
REOLNRED ON BOTH LINES DUCTILE IRON SHOULD EXTEND
10' PAST INTERSEC71ON ON WATER LINE AND TO THE NEXT
-MANHOLE ON SEWER LINE PER CITY OF WILSON
SPECIFICATIONS.
-WATER/SEWER CROSSINGS SHALL BE ARRANGE" SO THAT
SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE
FROM THE WATER MAIN JOINTS
-MIN. 24' VERT. SEPARATION BETWEEN -STORM DRAIN AND
SAN. SEWER OR DUCTILE IRON IS REQUIRED.
" . ^`^'• PROJECT. CB-013
CIJEN
LASE 1NiLSON 5 `"°� nom BOOK;
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SANITARY SEWER �N Y:ADR�:1�7-cpB CITY of w�LsoN wIusoN COUNTY
= 4°' F1EL0 BOdE:
SCALE(VERT)1. = 4' SURVEY Bev: 0, a TO NORTH CAROUNA ZONE: - OS
EXTENSION 2019 PARK IMPROVEMENTS REVISIONS: ADDEUDETALB a-5_19 PIN. SHEET CP6
9:18:47