20010814 Ver 1_Site Plan_20010531

2836 POOLE ROAD D.O.T.
END CONSTRUCTION -Y7 REV - 5TA 18.58 IM)
PROPOSED
B" PVC, SDR 21, 200 PSI WATER LINE 3' MAX. FROM EDGE OF RIGHT-OF-WAY
INSTALLATION DEPTH SHALL BE EXISTING 4' MIN. BELOW EXISTING GRADE 4" PVC WATER LINE TO BE SEVERED
AND PLUGGED AFTER NEW LINE
PROPOSED ~ 8" PVC, SDR 21, 200 PSI 5ED LS IN SERVICE SDR 21, 200 PSI WATER LINE
5' MAX. FROM EDGE OF RI . FROM EDGE OF RIGHT-OF-WAY
INSTALLATION DEPTH SHi• ~ 4' MIN. BELOW EXISTING CATION DEPTH SHALL BE BELOW EXISTING GRADE START CREEK
D.O.T. PROP05E0 DRIVE CROSSING 18.42 EXISTING
2" VALVE 8 80X 20+00 D.O.T.
GREEN ACRES OFFICE REMOVE ExISTING 60" ! CMP DAMN 2' ! G/C B C , R!W
JONAS W. POOLE 15.48 D.O.T. PROPOSED DRAINS 0. ~ i~ R W
/ / W _ 16.00 ~ ~
/ / PROPOSED ~ / / NOTE. ` EXISTNG W ~ \ ~ 6' - 8' MIN. INSTALLATION 1 ROCK DRIVE ~ W
8" PVC, SDR 21, 200 PSI WATER LINE B,IS ~ 9.44 / , DEPTH BELOW PROPOSED 16.20 ~ / / ~ A TEL / 120+oG
5' MAX. FROM EDGE OF RIGHT OF WAY ~ DRAINAGE OUTLET. / ~ ~ ~ I
INSTALLATION DEPTH SHALL BE / / 4' MIN. BELOW EXISTING GRADE / D.O.T. PROPOSED DRAINAGE OUTLET ~ ~ F
/ / / , / END CRE ~ CROSSIN END CREEK w Ifi.2a - w/M i~ CROSSING D.O.T.PROP05EDDRIVE ~ _ R/W
I / , i CEMETERY i / e ~ ~ 18.32 ! 14,84 ` I ~ W m
I / 9.96 D.O.T. / 7.32 / / i , ! / / OBLITERARE 6 REMOVE i 1 1 40' ,g2 19+fi0 ~ ' 20+26 :8 REMOVE ~VEMENT ~ 17 TEL • EXISTING W/M
EMERALD ROAD EXISTING PAVEMENT / / / 10.44 i / 1 1 0 ~ , _ Ig+52 ~ ~ a c. P/P 19+96
8.80 ! CONC. DRIVE 13+60 ~ I ~ CONC. SW
6,36 ~ NCSR 1575 POOLE ROAD ~ 17.88 W ~ TEL R EXISTING
I I D.O.T. PROPOSED DRIVE 8 DRAIN W ~ + I . W 24"RCP DRAIN,I'!G/C
ASPHALT DRIVE ~ GREEN ACRES ROAD I NLWC EXISTING ~ 1 : ~ 18+I6 ASPHALT ROAD
I 4" PVC WATER LINE 9.96 ~ I ROCK DRIVE i ~ ~ i~ I 16.24••,•' R ~ ~ / ~ ~i ~ W/M :d"• W
/ /
PAP Q ASPHAlTAOAD W ~W--~ BRICK COLM. ~ 7.36 0 ~ D.O.T, PROPOSED DRAIN ~ 16.52 I / /
W W W ~ ~ CONC.DAIVE I / / 1
MATCH LINE
4.00 W - 5+44 5+7G T.BO 8.60 ~ UNWOOD H. HOMES I ~ 2873 POOLE ROAD
6.60 8+04 0 ~ 15.84 16.32 ,
11.52 BOONE / 2841 POOLE ROAD /
_ Tv ' ~ ~ ARLENE U.MEWBORN 1 EDNA F.HUTCHENS
P/P R
yW 6.24 W EXISTING 1 TEL P
4" PVC WATER LINE TO BE ABANDONED 6.05 AFTER NEW LINE IS IN SERVICE EXISTING g+40 B+92 Q ~ O.O.T. PROPOSED CULVERT l 1
W/M TEL EXISTING W/M N' 1 P!P I i
1 60' NCSR 1575 POOLE ROAD
1 D.O.T. PROPOSED R/W
l j R W D.O.T. PROPOSED R/W
/
NCSR 1574 ROBINSON ROAD
i
I ~ I ~pQ~~ EP i / I re
D.O.T. PROPOSED GUARD RAIL ~2`~0 D.O.T. PROPOSED GAURD RAIL / ' FOREST HILL ROAD
D.O.T. OBLITERATE 8 REMOVE 0
EXISTING PAVEMENT y1 ~ ~ /
P 3
CRESCENT ROAD / \ NCSR 1575 POOLE ROAD
\ PROPOSED NEW ROAD
R 11 / - PROPOSED NEW ROAD PROPOSED
~ Q 2 EA 8" GATE VALVE 8 BOX
380 LF CREEK CROSSING WITH 10" HDPE, IPS, SDR 9, 200 PSI WATER LINE
V INSTALLED BY HORIZONTAL DIRECTIONAL DRILUNG AND 8" DIP, CLASS 350, MJ WATER UNE WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE
100 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE,
DO.T. PROPOSED R/W CLASS 350, BALL JOINT WATER LINE WITH RIP RAP ON SLOPES
PROPOSED B 2 EA 8" 45° BEND, DI
C ? y NOTE: ' I EA 8" 90° BEND, DI
NORTH LENOIR WATER CORPORATION TO PERFORM FINAL VALVE BOX ADJUSTMENT AFTER PERFORM
~ PROJECT COMPLETION BY D.O.T. C PROPOSED LVE B BOX
A 1 EA 8" GATE VA I EA 2" GATE VALVE Q BOX
P I EA 2" 90° BEND, PVC
I EA 8" x B" TEE, DI I EA 8" DI PLUG TAPPED 2"
I EA 2" x 2" TEE, PYC
I EA 2" PLUG, PVC
NOTE: PROPOSED TIE-IN TO EXISTING 2" PVC WATER LINE
r AFTER NEW UNE IS IN SERVICE
PROPOSED ~ I EA 8" GATE VALVE 6 BOX
I EA 6" GATE VALVE 8 BOX
3 EA 4" GATE VALVE B BOX I EA 8" x 6" TEE, DI
/ I EA B" x 4" TEE, DI
' A I EA 4" x 4" TEE, DI I EA 8" PLUG, DI
I I r.;. I EA 4" PLUG, DI
\ M, I EA FIRE HYDRANT, 4 I/2"
NOTE:
~ . 9 4 PROPOSED TIE-IN TO EXISTING 4" PVC WATER LINE
C \ '
4 i
•1

CRESCENT ROAD
~ ~ q w PROPOSED NEW ROAD
D.O.T. PROPOSED R/W \
R E V I S 10 N S ,~N Caq
~Q'~°.'""''a~~ I 12/20/0 ADDED THIS PAGE
F S/0 i9 ~ WAY °Q0 ~ ~ 2 1/9/01 REMOVED ABANDONED RIGHT OF
R /r~ ~Q ~i 3 3/27/01 CHANGED CREEK CROSSING TO HDPE,MOVED
W L S ~ ~3, ~ ? WATER LINE TO 5' OFF R/W, THEN 3' OFF R/W
Q.~~Q~ AFTER CREEK CROSSING
C~.
R V, LE`~'~~
iuu~~'~~ CONTRACT N0.1-WATER DISTRIBUTION
I NCSR 1574 ROBINSON ROAD ~ ~ ,,~~~N~~~~Nq~i, CRESCENT ROAD WATER SYSTEM IMPROVEMENTS
\ I D,O,T. ~ OBLITERATE B REMOVE ssoc~
N a EXISTING PAVEMEN m I P~....... qT
0 ~ . . s . NnRTH I_FNOIR WATER CORPORATION
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• : A: LENOIR COUNTY NORTH CAROLINA
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2 C w q A. McDAVID ASSOCIATES INC.
0 wiLLf- Engineers . Planners. Land Surveyors
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I CL INC. Formville, N.C. • Goldsboro, N.C.
w s LG :Ely KWB/Cc SCALE 1„ 50' RATE DECEMBER I, 2000 SHEET 5 0 F 10
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J I CERTIFY THAT THESE PLANS WERE PREPARED UNDER nn`1 ~N CARD \n`1 PSS,~C~q Z O0. `+1111111/~ ~ \~O ,~j11 I,,,, T~ U 0 W ~ J
MY SUPERVISION AND DIRECTION AND THAT THEY ARE ; ~;,~~FESS/ ;.``~POR,q~-;s ~ I- _
m CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. ~ ~ ;pV~ , PLAN APPROVAL: o = _=a SE _ = ~ _ SEAL : ~ C z z ~
3 ~ = = 1972 o - m oW
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1n n1 oroT v I nenc ID or ~/i~T 1. , CV's~,~nn 7~i,rti11/n ~ C r1,l~n ACK Pf1PF
~`DL v. LL, J' V \ ' L. 'IIIIII~~~`\\ PRESIDENT ~ J
CD NC REGISTRATION NO. 5543 m NORTH LENOIR WATER CORPORATION U 0 U
Ci 0Y 0
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of x
x O SHEET 1 OF !o
N/491 RED