20031425 Ver 1_Site Plan_20031114

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NOTE: AREA COMPUTED BY COORDINATE METHOD.
ZONED; AR
NOTE: THIS PROPERTY IS SUBJECT TO EASEtriENTS
AND RESTRICTIONS OF RECORD.
SETBACKS
_ TOTAL WETLAND ACREAGE p N
FRONT 30 ~
_ ' 0.595 ACRES ~ R AR 25 E
25914 SQ FT SR 1103 ~
SIDE - 10 ZONED: AR ~s
SR 1706 N I+~ 1706
R. J. BAILEY ~ SITE
Z
m DEED BOOK 530 PAGE 312 r
J N
DEED BOOK 600 PAGE 12 ~ ~ ~ O o S
~ ~ LOT 18 ~ ~3 ~ "Y S
G~ O 8•n V , U ' Z
350 ~ ~ W LOT 17 ~ ~ o 3 3, ~ 8 ,
cl o: ~ . ~3 6 S . ~ ~ .
350 o, o r > > o ~
~ ~ ~ ~ ~ VICINITY MAP m ~ , 5 , o, o 3
2 o ~ 2 0 9 W E
m m ~ e 2 ~ / ~ 2 ~ ~8 , 6, 0
tAT 19 LOT 18 4 ~ 3 ,5 0 •3 ~ 3 ti ,o. 9 x A s 9 ~o'
o J~~ i 2 ~ EI o• 6 EIP IS 0.21 ~
350 > > ~0~ 360 ~ ~ / c s ~ S
a 'J - _ NC ~ p = - J h NORTH OF LINE 9-~ ~ S, ~ ~ r
N LOT 15 LOT 12 LOT 11 n~ lf) ~ M ~o s w w A
(v w a LOT 10 S o ~ 0, 1 ,
W Z J w ~J N J • 8 .
LOT 20 ~ < ~ LOT 9 U W O ra6 ~ ~ ~ n~ .o os LOT 13 rn ~ . ~
LOT 8 O Q t~
~ IZ ~~o'~ 1~" w LOT 7 In g ~ x
Ili 1t L9 , ~ L ~ ~ ~ r LOT 8 ~ ~ ADDITIONAL R/W ADDED TO 2
f ~ M/ Q~L ~ ' MI ' ~ , ACCO~IODATE TURN LANES 2. S 3
Q ~ N nw a~ ' ' nw w ~ W U U1 ~9a ti Z X Q~ ~ nit w ~ nw s LOT b S, EXISTING HYDRANT
O J e- LOT 21 rw 1K e 1 LOT 4 N ~ ~ ~ r L124 LOT 4 Sj ~
Q nMwcti l 4 L125 LOT 3 ~ ~ , 1 s S 9~
Y ILIr IM GL Iza LOT RM M~ ~ , ~ 2 LOT 2 9 ' s N 's , •8 A 6
r ~ tii ¦i 1t NIL e 0 ~ ¦ Lea LOT 1 s~ 8 8 , 6. 9 6 3
Iy~ ~ ~ A L69 ~ LOT 48 W J ~ WI 20'' ~o
= rurr w ~ ~ DR ~l ~ L67 LOT 47 ~ ~Rf~ w h QTR s ~ 4' 43 f~ o~
a ~ ~ ~ PROpOS 7 3 Q cos ,a 9
Q ~ Bs f0 80~ 64 LOT 48 DfDI ~ so N • 4 0 9 0 OfD ~ ~O 7 , ail 7 rfp ~ 380 ZONED: AR 5 » Q
cD ~ Pue ,M 1 uc 3 Q Q R 4 /w N h FRED FLETCHER
LOT 49 W 1 ~ ry ~ a~ ~ ~ LOT 1 . ~ ~ h
nM >M LOT 45 UDT ~ ~ ~ n~ ~ LOT S1 ~ off' D ~ ~ t WAR N ~ P 19 5 PG 382 NO o ~ B 9 ~14N ti Q ,•~v
' A 2 4 $ ~0T 82 a E 3 ,1 ~ o
~ ~ ~ ~ LOT 22 LOT S2 EIP IS 3.85 Lse ~ ~ 6 ~ pAG ~ E _ ~ , LoT 53 4 1995 VO 4 ~ o a
WEST OF L1NB~ • Ls~ 2 PB 8O N ~ ~ LOT 54 3
RM • 9'~ L~ r LOT 44 a . 3 2 o ~ . 9 6 0 ~ ry
rw ¦ Ls4 3 LOT 55 TOTAL TRACT ~ ~ ~ O
~ ~ ~ L53 P ~Sf 11 0
87.582 TOTAL ACRES $ tL 3~0 O 1.203 US 401 R/W ACRES 38 ~ ~rj 0~ ~
M~ w lOT 43 ~ ~ u9 ' ~ ~ nw w LOT 42 0.708 SR 1103 R ACRES • 9 , ~ Q 6 1 Z
L4B 8g, w 85.851 NET ACRES ~ 0 p O 7,54 21,g ~ 1~ ~
" ~w ~ LOT 41 A 8 S ~
~ ~~'u LOT 4O 6 U 4, 2S ~ W , ~ ~
LOT ~ LOT 39 r LOT 38 LOT 58 0 ~ _ Dc ~
r' ZO ~ ~ ~
V ~ LOT 37 LOT 37 p NCGS MONUMENT ,~ti ~
~ ~ LOT 24 ~Sf U 11 11 Dc \ PERRY ~ ~
v CO~CTO p~~~ a~ ~ Pyq~ LOT 38 e NAD27
L97 ~ R "`"1U
~ ~.oa w L36 w PROppS UVf C GRID COORDINATES
~ 8D a4K 0 LOT 25 fDIC,q~ RIVE PUg~ LO 315 NUMBER DIRECTION DISTANCE Y = 824806.160 L36 S 36'30'33' E 17.31' L31 S 35.04'28' E 14.09'
R/W X = 2189568.415 L38 S 25.56'33' E 31.62' L39 S 00.38'3t' W 19,39'
3 9 9 LOT 26 L40 S 02'39'51' V 23.05' L41 S 03'01'05' E IB.99'
L42 S 13Y1'16' V 1623'
W ~ La LOT 27 C^/. L43 S 33.16'26' V 16.71' L44 S 43'41'39' V 13.78' L45 S 46.51'51' V 16.68'
LOT 30 LOT 28 LOT 29 123 ~ G L46 S 67.05'21' V 1521'
ZONED; AR L47 5,15'!1'27 V 11,53' ~ ~A 4 ~ ~ 5 /~v L48 S 34'!8'52' W 19.30'
3Sp LOT 31 m T~/M~ Vl L49 S 42'22'17 V 5.91' ~ O A V L50 S 66'48'48' E 10,36'
HEIDI EGITTO 5 3 . 25 ' \ ~ L51 S 28'21'47' E 24.86' h L21 ~ 5 Q L52 S 09'11'06' E 20.48' • h
• 0 LOT 32 w 5 LOT 32 L20 26 ~ ~ L53 S 15.42'52' E 15.84' w ~ a ~ L54 S 01'46'24' E 14.85'
o~ 0 L27 ~ O L55 S 16'38'15' W IS.B9' LOT 33 "
TRACT 6 N 8 O L56 S 28.15'43' V 1221' l ~ A L57 S 20'26'16' V 12.86' ~ M . ` L58 S 00'28'11' V 1471'
1 1 0 W Q J L59 S 20'34'35' V 23.93'
MAP BOOK. 1995 PAGE 252 3 , 9~ LOT ~ L60 S 15'56']8' W 20.39' QC ~J ' ~ L61 S 65'11'32' W 1L64' L62 S 18'09'40' V 20.82'
•6 2 L63 S 10'41'11' V 26,69' 3 3 ~ • ~ L64 S 47.05'30' V 15.80'
0 5 / 6 8 ~ 1, 8 9 + v"~~ 3 ~ \ L65 S 0750'29' W 7.94' ~ ~ ~ ~ L66 S 60'30'12' V 19,49'
l+J ~ L6 ~ NN L67 S 23'12'46' V 15,25' ~ ~ 0 NUMBER DIRECTION ?ISTANCE L68 S 34'09'20' W 14.53'
ZONED; AR 0 L4 ~ ~5 /LEI ~ ~ L121 N 68'46'49' E 11.82' L69 S 19.05'08' V 1275' ~ ~ L122 N 69'4440' E 15.87 L70 S 62'18'19' W 18.72'
0 N LEGEND o L123 N 02.51'25' E 2072' i ~ L3 L11 S 73'09'04' V 1784' 5 L10 1 ~ L124 N 04'3103' E 11.99' L72 S 60'10'09' V 1700'
RAYMOND BELOM ~ ~ ~ L125 N 08.45'26' E 10,07 ~ L ' ~ 1 9' V 9,44' 1 ~ L126 N 65'25'53' E 2749' L 3 S 2 1651 1 J
~ Lll L74 S 38Y3'OA' V 18.45' ` 2 L127 N 52'09'23' E 2844' L75 S 54'1842' V 25,06' 10 \r L128 S 46'29'24' E 9,15'
° o TRACT 7 o EXISTING IRON PIPE ZONED: AR ~ ^ L129 S 30'54'04' W 15,83' L76 S 37'41'29' V 22,00' 4 ~ L130 S 2B'49't4' E 931' L77 S 25'25'09' W 32A6'
~ 0 WILLIMIS, PEARCE dt ASSOC.,P.1~ 2 . O L78 S 51.52'59' V 26.84' 0 ~ L131 N 76'05'05' E 12,00' ~ ~ L79 S 29'35'32' V 2722' -""KiE ~ L132 S 54.19'10' E 18.51' L80 S 11'32'54' V 24,73'
MAP BOOK 1995 PAGE 252 ROBERT W, WAGNER NEW IRON PIPE PROFESSIONAL LANO SURVEYOf;S Q ~ 2 L133 N 56.54'00' E 18.10' ~Q / ~ L81 S 14.48'07' W 20.14' , 3 ~ L134 N 81'49'41' E 32,18'
o ZEBULON, NORTH CAROIJNA L82 S 27.28'58' V 23A3' ~ L135 S 8733'36' E 9.93'
EXISTING PK NAIL TELEPHONE: [phone]oa Zor ~ ~ TRACT S ZONED: AR LB3 S 17.21'87 W 22.76' L84 S 19'01'17 V 30.23' L85 S 35.21'01' W 20.89'
' NUMBER DIRECTIUN DISTANCE L86 S 61'18'06' E 933' R I S C I LLA J. LEWI S LI S 45'39"23' E 107,73' L87 S 2346'13' W 8.77
DRAWN eY: PRISCILLA a NEW PK NAIL MAP BOOK 1995 PAGE 252 L2 N 3!'5]04' W 9.69' L88 S 76'50'26' W IS,16' L3 N 10'34'20' W 13,80' L89 S 45.10'55' V 1211'
~ CHECKED BY: _QQ~,__ O /yam ~ L4 S 38'24'02' W 1074' L90 S 59'18'08' V 5235'
1D This certifies that this co of this lat identifies as waters of the U.S, or w tlands TRH m ~ Py P e EXISTING NAIL DATE: - - TRACT 9 ~ ~ ^7 tJ• LS S 66'04'19' W 1432' L91 N 80'30'31' V 19.13' ~ L6 N 62'08'42' W 685' L92 S 42.45'23' V 6.64' ~ L7 S 82'43'01' V 971' L93 S 164702' V 6.85'
N all areas of waters of the U.S., including wetlands, regulated pursuant to Section 404 ~ LB S 22'31'32' V 822' L94 S 813153' V 22.51'
o ~ > pay of the Clean Water Act as determined by the undersigned on this date. Unless t~gr},dpP BOO K Z ® EXISTING REBAR is a change in law or our published regulations, this determination of Section 404 a BOOK 1995 PAGE 252 J Q L9 s 18.41'00' E 14.82' L95 S 42'48'82' W 1D.7D' O' O Q ~ L10 N 05'28'08' E 10,65' L96 S l4']t'1T ~E 6.94' (V Llt N 86.21'09' E' 28.43' L91 S 34.48'00' W 10.96'
jurisdiction may be relied upon for a period not to exceed five years from this date. /~Q ~ L12 S 00'21'56' E 24.98' L98 N 75.15'44' -V 696' ' ' \ L13 S 23'39'36' Y 17.40' L99 S 28'03'04' V 1420'
_ _ This determination was made utilizing the 1987 Corps of Engineers Wetlands Delineation ' y S O L14 S 01.05'46' V 19.29' L100 S 6736'44' .W 24.57 `v ~ LIS S 20.34'17 W 16.22' LI01 S 48'51'14' V 19,64'
_ Manual
a ¢ I. OdANf Q MLLNYO , ~4 Owt undr r" d1rocU n and NW*Ikn OJ L16 S 03'54'01' E 14.26' L102 S 84'51'30' W 16.64' O L17 N 05'29'34' E 31.24' L103 S 56'24'30• V 26192'
> OWNERS NAME & ADDRESS 1w mop am r••~ from en ochW fwd wvw- the tM «nKd ~I 1up,~ Name: CD dwun d tlr "my a adoulaW by lotlh+deo and d+artyNl' O L18 S 51'59'35' W 27.27' L104 S 55'40'09' W 15.97'
m 1; 10.000 ; mN VIA 06 meow o nwol rwmwq q~4rvddwo O L19 S 21'02'30' W 28.64' L105 N 81'46'57' W 20.62' L20 S 04'16'26' E 12.46' L106 S 88'49'25' V 21.44' L21 N 06'16'10' E 14.51' L107 S 70'39'52' V 18.11'
for Ww ow NO In N" covom Title: JONES DAIRY DEVELOPMENT INC. WRnr my hood and wd ihb 22 *w of ABCU1. soon O L22 S 16'43'33' W 25.76' L108 S 54'42'06' V 6.88'
P.O, BOX 1108 Date: 0 L23 N 79'47'47' V 9.27' L109 S 32'27'30' V 12.34' L24 N 53'05'15' V 22.22' L110 S 11'13'58' E 11.81'
WAKE FOREST, NORTH CAROLINA RUL L-2647 Q L25 N 28'46'10' E 18:50' L111 S 51.55'56' V 36.21' L26 S 37'17'23' W 24.46' L112 N 11'48'54' E 55.33'
N 27588 m L27 S 13.2 '35' V 18.17' L113 N 52'44'14' E 21.20' L28 S 28-49'17' V 26.98' L114 N 75'35'36' E 20.31'
L29 S 26.17'08' W 2382' L115 N 5047'38' E 17.42' L30 N 23.44'10' E 20.25' L116 N 83.35'14' E 10.23'
! vi L31 N 31'10'09' E 11.21' L117 N 6445'50' E 21.86' L32 N 20'22'13' W 13.00' L118 N 69'19'22' E 15.56'
o WILLIAMS PEARCE & m r, ASSOC., P.A. JOB: F;\NEWMAPS\ROBERT JONES\WOODLANDS AT ROYAL\OVERALL WETLANDS.DWG Professia Phone (919)269-'9605 L33 S 33'3209' W 25.35' L119 N 57.26'22' E 1864 rofessional Land Surveyors P.O. Box 892, Zeblllon, N.C. 1.3, S 22'30'52' W 24.59' 1.120 20 N 6T36'H' 1 16'
0

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a
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1LINE w I \ ~ \ ~ S S~S~. SR 7103 y2-
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~ SR 1706 ~
I EXISTING -EXISTING FIRE HYDRANT ~ SITE ~ H
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N
~~2.43' ~ ~ 1 I I ` ~ ` \ ~ A ~
~ ~ ~.S S ~ ~ w ~ i
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/ BANK ~ \ S~Q LOT 2 ~ ~ ~ 2 I 25414 SF ~ ~ \ SS
\~SS639 F ~ ~ o
1~ VICINITY MAP ~,y
LOT 1 ~ ~ ~ .25137 SFZ W P 6,000SF ~ ` m ~ ~ ~ a ~ N.T.S. ~I U
~ ~ ~ jV \ SITE SITMMARY INFORMATION
~ o
~ I ~ \V CQ ~ ZONED: AR DEVELOPMENT NAME: The Woodlands Retail Development e%„
N
~ o FRED FLETCHER R ~ I STREET ADDRESS: U.S. 401 & S.R. 1103 ~
- _ o ~o LOT 1
~ PB 1995 PG 382 3 Z A ~y PIN NUMBER: ~woc.xx-xx-~cxxx ~ ~ z ~ ~
. - ~ ~ ~~i ~ ~ / ~ ZONIlVG DISTRICT: AR ~ ~ ~ ~I'
RETAII. SITE AREA: 17.094 AC. INCL. OUTPARCELS ~ r o4 0~
/ o \ TOTAL RETAII. BUII.DING AREA: 103,645 S.F.
(ANCHOR, RETAII„ OFFICE, FLEX, BANK)

~ ~
tr ~ ~ s~ RETAIL/ r RETAII.PARI~iGPROVIDED:521SPACESINCL.21H/C
w ~ ~ ' DRUG STORE ~ 0~ 1tA'1'E OF PARICIIdG: 4.88 SPA/1,000 S.F. G.F.A.
LOT 55 Y 14, 4OO SF OU1'PARCEL 1: PROPOSED DRUC3/RETAII. 1.48 AC. ~4~ PARKING PROVIDED: 75 SPACES INCL. 4 H/C
I Z ~ ~ ~
25457 SF ~ I m ~ 4 , i _ , s y !vim OUITARCEL 2: PROPOSED RESTAURANT 1.13 AC.
y ' m I~ n ~ s d ~V - Z ~ PARKING PROVIDED: 68 SPACES INCL. 3 H/C
~ ¢ ~ O ~ a Q ~Q OWNER
~ 3 ' M q s ~ ~ Jones Daity Develapma4 Ioc•
2 f~ - - ~ ti ~ , OJ - WekBForest,NC 27588
LOT 56 m o o- U •r~ [phone] V
21551 SF ~ ~ ~ ~ W ~ ~ ~ Q :
/ ~FNGINEER:
j ~I ~ ~ W Q ° l a'll' ~ Crowley dt Mrociatra, Inc. C
206 Kelly Urxn Gk
r~~ H~ W l~ o~ ~ ~y; / ~ Rolesvillq NC 27571
[phone]
RESTAURANT
4,400 SF ~ SiJRVEYOR ~ Q
V / Williems> Pearce & Associates, P.A.
p I O ' Q- ~ P:O. Box B92 ~ ~ ~
~ ~QP Zebulon, N.C. 27397
LOT 35 ~ ~ 4tl J / [phone] ~ Q
21417 SF ~ p
• ~ ~ ~I RETAIL ANCHOR ~ ~ O ~ ~
1' 46,850 SF _
1 - / / C ~Q~
~ ~ ~ WETLANDS / ~ O
I ~ ~ 0.062 ACRES - ~r 1 , : 2703 SQ. FT. ~ U 3
~ ~ / v ~7
r
~ ~ ^ IMPACTED WETLANDS 2 _ ~ ~ ~ QJ0
I 1 ' ' #
~ ' i! 0.0468 ACRES W ~ ~ ~i DETENTION/ i!,, 2039 SQ. FT. ' ~ / / ~ ~ BOO
z I I Ij ~BMP POND .
J
r ~!i ' ' ~ b U I
m ~ ~ i ii
34 y ~ ' ~i ~r ~ ui' \ \
c.'~
p ~ / 1
m ~ j ~ ~ 50' STREAM BUFFE `j'`~; ~ ~ ~ ` ~
J~ ~ Ili
Q (NO IMPACT) ~ ~
Z I F TORE jj tiy; \ \ ~ / /
UMP ~ ~
o ~ ~ STATION 'll \ ,`QVGIV '0 ` ~ /
o ' 77, 31 ~ ii ' ~~QQ' /
t ii e• ~ ~ / ~ / / ~ # ~
_ ~G ~ / 11/DETENTION~'~
`~~BMP POND ~
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Q
wis
.'L-WETLANDS GRAPHIC SCALE ~o eo ~
0.024 ACRES ZONED: AR 1 inch - 60 M
'AGE 252 ~ 1042 SQ. FT. DOUGLAS DUNNE
NO IMPACT FN0. DATE REVISION DESCRIP77ON BY
Z DEED BOOK 1070 PAGE 319
. kkbfi~atii fl~ aw;

OPEN CUT S.R. 1103 TO MAKE 8" DIP WATERLINE TAP ONTO EXISTING 12" WATERLINE. INSTALL 12" x 8" TAPPING •
R IN SHALL BE ENCASED IN 16" DIAMETER STEEL CASING. ALL SEAMS IN CASING SHALL / SLEEVE AND VALVE, WATE L E V
BE WELDED. DIP CARRIER PIPE SHALL BE INSTALLED USING PIPE ALIGNMENT GUIDES AT 5' ON CENTER. STEEL
~ / / CASING SHALL EXTEND A MINIMUM OF 5' FROM THE NEW EDGE OF PAVEMENT ON THE SITE SIDE AND AS FAR AS N o
POSSIBLE ON THE TAP SIDE WITHOUT INTERFERING WITH THE VALVE OPERATION, THE CONTRACTOR SHALL TRANSITION , lY~ I+ J OM
FROM DIP TO PVC AFTER CROSSING THE RIGHT OF WAY, THERE SHALL BE A MINIMUM OF 18" SEPARATION (VERTICAL a10a 31~ dl~ ~ t ~ }
R OR PIPES. NO VALVES SHALL BE LOCATED IN THE AND HORIZONTAL) FROM ANY STORM DRAINAGE STRUCTU ES ~ ~ ~ ~ J ~
CURVE 1 ~ ROADSIDE DITCHES. ALL VALVES SHALL BE INSTALLED FLUSH WITH THE FINISHED SHOULDER GRADES. ALL VALVES u U
- i I AR STEEL CASING MAY BE INSTALLED ON THE SOIL R-359.80 ~ SHALL BE PROTECTED BY CAST IN PLACE CONCRETE COLL S. ~ a ~ pp ~ J a ~ v •~•I ~ Q J~ J ~
L=128.79' / BOTTOM OF THE EXCAVATION. REMOVAL OF EXISTING 15" RCP AND INSTALLATION OF NEW 18" RCP SAHLL BE DONEI ~ NQr6 ~ t r
D=20'30'26" / PA TED 6" LIFTS. IN THE SAME OPERATION WITH THE WATERLINE INSTALLATION. IT SHALL BE BACK FILLED IN COM C T=65.09 ~ / 12" OF STONE. INSTALLED IN 2-6" LIFT, AND 3" OF S9.58 ASPHALT SHALL BE INSTALLED TO BRING THE N ~D J Q ,+.~y,~. ~ J ,J Q r r
CH, L=128.11 ~ " e EXCAVATION TO THE EXISTING ROADWAY GRADE. ALL WORK SHALL BE PERFORMED DURING THE RESTRICTED HOURS ' ~ ~ t PERMANENT LEVEL SPREADER fA
CH. B=N21'4139 E ~ , r '1~.. "~`~yt'`~ ~~"A~~~~'~'= a a ~ ~`D SEE SHT C2A FOR SPECIFICATIONS
~ AS SPECIFIED BY N.C.D.O.T. AND SHALL MEET OR EXCEED ALL N.C.D.O.T. STANDARDS AND SPECIFICATIONS. ONE ' ~ .LANE OF S.R,1103 SHALL REMAIN OPEN DURING THE ALLOWED PERIOD OF CONSTRUCTION. ALL TRAFFIC CONTROL Q .t l~'•r 4~:~ •1t ZZl ~ 6I~ ?.~Y.;.•. ~
FES #1 MEASURES SHALL BE PER THE ;MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL LANES OF TRAFFIC SHALL 1 N J ,~;f.;r~ th / 1 1 " ~ f) ~o ~j~ ~Il ~l ~ ~t6 l x-gW x 22 D
~ / - ~ 11 N, NO EXCAVATED PORTIONS OF THE EXCAVATION INV-375.51 REMAIN:OPEN OUTSIDE THE ALLOWED PERIOD OF CONSTRUC 0 L ~ I~ ~ CLASS B S1'OIG~
I SHALL BE ALLOWED TO REMAIN OUTSIDE THE ALLOWED PERIOD OF CONSTRUCTION, THE CONTRACTOR SHALL
/ AT 919-495-3226 FOR APRE-CONSTRUCTION CONFERENCE 16LF CONTACT FRANKLIN COUNTY INSPECTOR TERRY KERNEY ~ FES #23 a ~ N
" AND TO INSPECT THE INSTALLATION. SEE SHEET C3 1 18 RCP GI #19 ~ ~ a INV=346.71 ~
~ 00.50 " GRATE=357.94 _ r r ~ ~ / t . 34L ~
1 WATER SERVICE 34LF 45 ELBOW & GI 2 AN 4" METER 18"RCP N 18 VIN=353.65 24LF 'VN 18 RCP „ „ 24 RCP Q W 18 INV IN=352.73 00.85
~ # 0 3/ CONCRETE BLOCKING GRATE=377.99 / FOR IRRIGATION 01.329 O w " - 4 " FUTURE ~'0~ ~ 24 INV OU~~1.9 c~
INV=375.49 GI #14 EX D 8 PVC WATERLINE Q ~
/ ~ GRATE=374.70 " Y N FORCE MAIN. „ PUMP Z GI 22 BE D PLUG 4 PVC Z # V BLOCK STAl10N - RATE=351.69 PL & FORCE MAIN G ~
1 INV=370.70 EXTEND 8 PVC WATERLINE ~ BEYOND FORCE MAIN. 18" INV IN=347.69 ~
\ " N 54LF o \ PLUG & BLOCK , „ J ~ x 6 TEE A MEN' 20 UTILITY E SE ITY EASEMENT _ 24" INV iN=347.19 ~
18 RCP ~ • ~ . ~ \ - 4 \ ~ - o~ „ - y „ ~ 24 INV OUT-347.19 ~
N \ ~ \ 8 GV 4 P C FO CE AIN 0 CE . AIN. _ 8 GV p
~ TTER N \ _ _ _ -
~ & \ FES 5 ~ " ~ ~ # =5 24 V LLEY \ 1 ~ \ 33 ' 4"RCP~t:28X ~ . 18"RCP v 48 -18 RCP 3.5 p
_ ~0 0 ° INV-374.70 ~ GUTTER \ ' ~ - 3 ~ 01.47 (mil ~ 8" 6" E 8~ ~ ~ ~ 8
CU o~ ~ o I g ~ ~ g _ g ~ ~ ° ~ ~ - - - _ \ - - 1~ - - + - ~ ~ N t. „ I ~ ~ o ~ ~ ~ _ N INSTALL BARRI~E AT
" N ~ - " ~ R0~' 0 KS VE E" R ABL •8 x 6 TEE 1 -18 RC~01.59! R ABL W - R P04. 1x ~ 1 0 1 ~ 120 8 \ ~ N
N_ ~ _ _ END OF PAVEMENT
~ 8 PVC iN TER NE \ ~ \ ~ - - \ \ ~ ~ z~ . - ~ CONCRETE C~ ~ ^oo
~ / \ ~ a~ \ ~ ~ ~ ~ ~ ~ ~ BLOCKING ~ ~ , N
/ / FH ASSEMBLY R=5 ~ ~ ~ 'P A ~ I ~ LY ~ ~ ~ . ~FH~ISSE ~ ~ ~ ~ 7j Q v,
S ~NI~ ~d8 / ~B ~ I ~ - NC ~ 1~ ~ o~ I 1 ~
/ p CONCRETE BLOCKING S JNIOIifIB W(1W~1 I ~ ~ I ~I(18 Wfl ~ 3N1~ 13 ~N 4 W~W~fj I W Nil. ~I~d S ~NIOII(18 W(1W1 IW G #2 $ o 18 BLOCKIN ~ 6~ N pG ~ = J U \ GRATE 351.69 In
81 x 8 CRO S GI #4 FH ASSEMBLY z• GI 15 - ~ ~ #20 GI 15 GI \ = INV=348.1 ~
/ ~ " ~ # CONCRE r GRATE=378.82 8 V GRATE=363.11 # GRATE 353.21 Q - 11 - ~ ~ ~ RATE-363. GRATE-357.94 ~1N =349.21 8 GV ~
- CONCRETE W 8" 6" EDU R BLOCKI G/ INV-374.97 ~ ~I oo+~c " INV-359.11 GI #10 BLOCKING - a• 6 G Y U INV=359.11 N INV. IN=3534 I oo+~s 2 BLOW-OFFp ~
TEMP. TURN AROUND ~ \ \ W (W) INV. IN=353.02 - I GRAVEL DRIVEWAYS ASSEMBLY Z
" x 8" APP G 24LF GRA =376.74 ~ ( 12 ~ p TYPICAL DOUBLE WA' SLEEVE V 18 RCP IN =372.74 GI X13 ~ " DOUBLE WATER INV. OUT=353.02 SL~SHEET C7 ~ „ ~ N J~
V 03.589 GRATE=374.70 >I SERVICE, 1 SERVICE Y a• ~ 1 SERVICE TAP FOR GI#16 AND Q
INV=371.15 Q ' I \ SPLIT INTO 2 - 3/4 45 ELBOW & co S E S EET 5 FOR T02-34" " „ I 17 ~ 8 x 8 CROSS \ v Q ~
' GI 1 ND GI 12 SERVICES AND 2 - / CONCRETE BLOCKING ~ # " SAND 2 - 8" GV (2) `Q ~ (f ~
/ 3/4 METERS FES 3 ~ ~ ~ :TERS ~ ~
3 # cn / PEN CUT S.R 110 - .83 „ INV-375 p • - ~ -
TO INSTALL W 8 I J I
RLINE REMOVE EXISTING 15 RCP a WATE
~ ' HIGH POINT ELEV =380.63 GRAPHIC SCALES
~ J HIGH POINT STA = 11+48,68 PVI STA = 13+50 o ~ ~
N _ N ~ co PVI STA - 11+75 PVI ELEV = 376.50
° _ ~ M NOTE: ~ N PVI ELEV - 381.30 A.D. = 0.94 „ 4 22AUG03 ADD STORM ORIUNAGE ALP C
N r z II INSTALLATION OF 18" m A,D. _ -4.06 K = 106.38 ~ HA BE D ~TION OF 18 RCP AND REMOVAL OF EXISTING HALL BE DONE BY OPEN CUTTING S.R. 1103. 3 O7A0003 PER NCDOT COMMENTS ALP MD~yOpTV,
~ ~ w 15 RCP S LL m N ^ K =36.94 a PVI STA = 16+00 ALL WORK SHALL BE S IK SHALL BE PER THE GENERAL AND SPEgAL 2 t7JllNE03 wA1ERUNE OPEN CUT ALP i inoh - 60 >It • ~
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