4-02 Oversized Plans

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7 P�IOSED 6" DISCHARGE END OF PROPOSED
17' OFF 6" DISCHARGE DIFFUSER
II FITTINGS AS REQ' EXIST. RIP -RAP
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CHECK DAM
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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des 880CILE Engineers
all
107 East Second St.
Planners
SEAL Since Greenville, N.C. 27858
1918 [phone] Surveyors
S _40o. 6536 of
%
PLAN & PROFILE SHEET
WATER SYSTEM IMPROVEMENTS — HILL ROAD WTP
DATE: TOWN OF CHOCOWINITY
20� — BEAUFORT COUNTY NORTH CAROLINA
S Ym. EXPLANATION DATE APPROVED SURVEY DRAFTJMLITWS SCALE HORZ: 1"--50' DRAWING NO, SHEET
REVISIONS DESIGN MVM CHECK MEG_L VERT: 1"--5' W-2436 15 OF 51
x 2' SS
7 18"
STRAP WITH (2)
(10) 1- DIA, HOLES INSTALL SIGN EACH
ANCHOR BOLTS STAG ER EA. (DOUBLE
D SC FACED)—'-- WARNING
S IT ­% W
AUTOMATIT AIR RELEASE /ALVE 45- 3"LG. 3/4" SS THRU 6" DIP. SIDE OF POST
VERTICAL HARGE PORT 45'
7
2 ,
1 05+00 10(
JO APPROX. EXIST. GRADE 114 FROM VE 6" WIDE ORANGE UNDERWA TER 12"
JO 10" HAZARD
REFLECTORIZED
0 4—
SHEETING WITH
PARTIA� TW HEry
ADHESIVE BACK
1 uj JETTED 4*0
10, ALLUMINUMUMINUM
4'-0'
PILE
25
20 [L-
15
ABOVE WETLANDS WETLANDS
FINISHED GRADE PNISHED GRAD _ST�OCKPI
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BACKFILL, VARIES
BACKFILL
VARIES
1 MIN
SELECT
BACKFILL
12 MIN.
/ � —
EMBEDMENT% PVC
COMPACTED FILL
~ / j DIP
0
6"
1 6"
CLASS "E" BEDDING
NOT TO SCALE REF DWG NO M-248 CLASS "E" BEDDING
NOT TO SCALE
—10
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7)
10%+00 103+00 104+00 105+00 106+00
25
-EXIST 18" RCP _MIN UUVt_t� I TI­-)
20
12 M fi-15
-
SILT
FENCE - - - - ---------
ri_DETAIL 6" DISCHARGE SEWER DIFFUSER
�, 15 j SCA L E: 318 1'
owl
PLUG
4—
PVC + TYPE "E_ DIP + TYPE
BED
r 0 Ni
------- 0 00
C7
- - ----------
107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00
5'- 0"
u
SIGN DETAIL
15NOT TO SCALE
50'
117+00
Tk
ARNING 1
WE
-5
-10
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