HomeMy WebLinkAboutRichmond Park Phase 6- 07.12.03SITE DATA
CL VICINITY
PROPERTY OWNER: SUNSET COVE DEVELOPEMENT, INC. F*Sxar a*~xn~kr ,'r,.r'W.4 1 ,musty ' a W r 4 ADDRESS: 409 JOHNSON BLVD. 0
rt * JACKSONVILLE, NC 28540 Y &00' 0.00 R/W NTS ~
30.00 B- 8.00' 2•' °4-
c~y~ til PROPERTY ADDRESS: HWY24.87 g`8 > 0oa; NEAR SPOUT SPRINGS 0.( 2s 0 STANDARD LEGEND = SEA L
SLOPE $ O °k BARBECUE TOWNSHIP - s 0.02 0.02 51 - 4< WATER VALVE z: z SLOPE
HARNETT COUNTY, NC ROLL CONCRETE WATER METER >.'4. 4' SIDEWALK FIRE HYDRANT 'i~FFC~`'N~'
CURB 24' OS SANITARY SEWER MANHOLE
# SITE PIN: 9565.91.3861 p0HN0 4 ~raul DEED REF: D.6.2068PG.554 I-2 ASPHALT o SANITARY SEWER CLEAN OUT (C.O.)
B t T ~ ~ TYP TYPICAL STREET R/W RIGHT OF WAY o w
LOT AREA: 23.0 ACRES or C .L. CENTERLINE WITH 50' R /W
ae 40% OPEN SPACE PROVIDED: 9.26 ACRES UTILITY POLE & GUY €
CROSS CROSS SECTION DETAIL UTILITY POLE O PROPERTY CORNER n
TOTAL NO. LOTS: 56 Off --O PROPERTY LINE (SURVEYED)
& I ~e> r, LAND USE: COMPACTED MIXED USE O- - - - - - - 0 PROPERTY LINE (UNSURVEYED) STBC OR ABC SANITARY SEWER LINE
i WATER MAIN ^ V m C m
/ ZONING: RA-20R P j~ II UNDERGROUND TELEPHONE/CABLE z rn
GAS MAIN o a
SETBACKS: Z~ FRONT: 15' OVERHEAD ELECTR/C U77LITY LINES y m
VICINITY MAP SIDE: 5' 1 v 1 m o s s o ®a m iu m STORM DRAINAGE PIPE Q) M' v @j
REAR: 10' I ~ I I I v / /d , (N TS) - - - - CENTERLINE ROAD (ALIGNMENT) W w
CORNER: 15' / / r I I I l i l i I 1 ~ ~ ,'Y/ RIGHT OF WAY °o S s 12 12" - - - - - - - - - - - EXIS77NG MINOR CONTOUR Z o r , F
FLOOD INFORMATION:r o °p - - - - - - - - - - EXIS77NG MAJOR CONTOUR r „ PROPOSED MINOR CONTOUR [,qp o
FEMA:,~71095840pJ / , l l ~ i l I I i l 1 1 I i I I / ~ / / /
DATEDi OCTOBER 3, R00 FLOODIZONEX r l/ ~ / / l 1/ I I I i I I III'/ ~ I ~ / .3 PROPOSED MAJOR CONTOUR ' PROPOSED BUFFE
R BERM 9 /2 7STREET LIGHT
CURVE TABLE . 9 r
CURVE LENGTH RADIUS IT] lp. 24" ROLLBACK CID
CO 40.29 25.00
C1 39.04 1246.04
C2 60.00 171.64 SURVEY COMPUTED
C3 60.00 174.98 D POINT w
/ / / / / / / / / I ,~~~Jl C1 I I I C4 60.27 .175.00 EP EXISTING PIK NAIL
C5 60.27 175.00 CURB DETAIL E PK EXISTING RON PIPE w
C6 60.27 175.00 PEN W NTS ECIP EXISTING CRIMPED IRON PIPE J p o EIA EXISTING IRON AXLE y o
C7 27.22 175.00 EIS EXISTING IRON STAKE a ° J u oN
/ l t/ / l i 9 -el C8 10.46 25.00 ECM EXISTING CONCRETE MONUMENT Z I U 2 N
C9 10.57 25.00 ECS EXISTING COTTON SPINDLE ON p F o a
C10 62.06 50.00 ERRS EXISTING RAIL ROAD SPIKE o j o PKS PK NAIL SET x
Cil 40.00 50.00 /~j~// ISS IRON STAKE SET
R/W RIGHT-OF-WAY E
C12 72.17 49.86 WC WITNESS CORNER z o
C13 42.66 X50.00 / j C RLE~fA C GL//~%%.° / / l T I r PIN#95 562879 N.C.G.S. NORTH CAROLINA GEODETIC SURVEY o g y
C14 24.34 50.00 co y m
C15 21.03 25.00 ZOryNGCO ,,/;j, ,/✓r / R6CMMO AR/C UBDN SUBDIVISION SECTIONS 4 8c 5 0 Z c) xCD
C16 182.12 125.14 w 0 W~ cf)
C17 45.10 143.43 I R ID G E A OPEN ACE MA O FRIDGE PARK PHASE 3
C18 33.41 25.00 1,70 qc~ Ap 7nn7-~Fa g U -
C19 51.71 325.05
C20 11.13 325.00 \ZON' G
C21 16.60 275.00
C22 65.51 275.00
C23 24.96 275.00
C24 87.31 274.99 -~.R / i % r / e / nC , •---r
C25 21.03 25.00 >voso°~y, I y v <ss~~
C26 49. /~~1 j j if~~i, r l26e l/i / ' / ~Y Y0 / s 34.24 50.04
C27 45 50.00 II 1 I ; I OaE» sra / - / o I sum ~ / ! I o.~ seas J ~ ~ ~ _ ~ ~ >z ✓m G / , r it , , 1 I ( I I 0.75 AC , / I , / / , ✓I / 2I0
C28 52.51 50.00 KOI I ry vIozfiroaa ~~aon~C/// & (asl / i / / , &iB aam r -c
C29 61.75 50.00 i
C30 43.23 50.00 m l jr/,, Y zz R
C31 21.03 25.00 / / / r r r l / , _ - I / ~ ~ ! / v 1 / / / l / ,~/,r 1 /7A e2.lR! 1J ° 1 , 8',27 ~~,,-!t' , Ae6a ! ado / °"0f •9 0.1 /may ~ , / ~ ~4'Y r ;
C32 38.92 25.00 r r w / r 7~~ / T l 1 267 Ceal / AWO az1t /
I I l l rl I I ♦?b //J/~~~// ! ) N /•F'~ I A~1. w ~ \ / 1 0,° X/~ 0.6' ~~'`i C33 40.00 50.00 V. ( 1 / aP~ sP o a o, ~L v / } I ~~/,/~I 1RI sad., " V! ✓✓v~~ t7AOI 1 s / IL
C34 40.00 50.00 a P I I I ~ 11~//// , ~I - r a i
( I ~ I I I \ J ✓ ~ hs+a R • n r ! / c < gale C C40 35.67 '.325.00 0.20 1 / Ll / f', i i/~ ~J ( Q 1y.17 d~l
C41 33.60 25.00 f
1 $21 e 0.'R. / i /''V~ ~,II .//P {I(~~0`/~✓ 10 26~sp.R \ C42 11.87 25.00
i I v /%/Jf r~J ~ i~ ~ r'7 I / / 273 ~ y^•O.lloam I , C43 18.91 25.00
C44 59.85 / q ` / ffii S / % R 1• m ~v /d722 0.16 50.00 I I I /i q / 2az ~ a.fs r . sq. M C45 40.00 50.00 (atl -1 , ~ , ` ~ / 0.1 saw I
sq. /
C46 40.00 50.00 I /
C47 54.07 325.00 r l r! i 11 /,i~ ~r / _ l vs / /i ' n~ ,.od.o, 'r
~ C48 40.37 25.00
~zs2lsa n /n 287 1 a v v 'o / / zl oar W C49 30.77 25.00 ozp onu nesq. a / } > / 1 • / / G ,dte Dads / V -Q,17 m / / 1 I 2q
! l l / I 3~ /////,,,lid /l l 11 l l/ 1 \ ! 277 / ~~II ! p. R C50 55.43 50.00 2a
10, s0. a.j ! l l \ j L 018 aa~ C51 46.74 50.00//' °.156"67 y^< 7 ! / / a / 0.17aam / 1
! r , / 17 1 / v 10.881 v v v y p 1 ,~~J C52 65.29 50.00 R
, l ~l 011 / 4, / • / / u^^ a
N C53 46.80 50.00 a022=sq. 0R- 1 OPEN SPA , A / ~ ~ I ~ i I ~ R°d\ ~f c°, 9 s ~ SW~~ Ca • / , ~ 162 / I C54 32.51 25.00 / ; (I 26s I °9 zs a R zs ac
OPEN SPACE ( 1 4 R I , 6481 sA R.Z
°o C55 53.17 275.00 066 a z1o~ v~'G~ r , • 0.15x~a/ ®na . / .3 "14
o C56 43.21 25.00 s 303 w.a;) < w i wv R
C57 37.46 1293.76 ~l/ i - 1,1 v~ / v oyeam r / v easlsa.R~ / ata«~ 1
C58 60.06 1293.76 as
C59 60.01 1293.76 ~ 3 I 1 1 .J ~d/ //d~, / l A I °rz'o 1 ~l_' \ ai5 aaml i/ A 0.14 ams AO.Ifi oay~ /
o C60 13.29
C61 20.49 25.00 oe ~O 1
n C62 68.79 50.00 , , , /y;; , /✓i//%x✓/. 1 / 1 r v d 0 e A 6,218 sq IG %
C63 40.00 50.00 j /,,~1/ / v b / , 1 aa~ > 0 i
I z C64 40.00 50.00 6,o ~tP ~~Giji6~///' oz vv attcaas i;~0.
V) C65 40.00 50.00 6
C66 52.38 50.00 ~~/,'✓i, / / / ' ( n ~i C
C67 21.58 24.64 p/
C68 63.92 1243.76 RJ LYE Vill r sq. I a f 8. I F l/ b I
C69 65.28 1243.76 a r l / y I fiQ
C70 41.44 1243.76 '098 sq. ft f
/ ,;5.`___ / ,I , I j ~71 79V SPACE 1 ~I 1 J / = C71 40.28 25.00 0. ~ o ✓l/A'/~ / , / / ! Ir, I fl I1 4 v v / 7eaO ; t 1 r /
W I NG palR~
J/~~,// OZ2aam/
lam"" J l a
STREET DATA: GRAPHIC SCALE E
NAME LENGTH TYPE \ 100 0 50 100 200 400 a
1. REVERE WAY 978.25' 50' R/W CONCRETE ROLL CURB & GUTTER N
° 2. COLEMAN LN 154.09' 50' RAN CONCRETE ROLL CURB & GUTTER \ \ 3. SULLIVAN LN 194.06' 50' RIW CONCRETE ROLL CURB & GUTTER EE PROJECT: 3416 w
0i 4. CARAWAY CT 279.74' 50' R/W CONCRETE ROLL CURB & GUTTER ( IN FEET) o
5. CITADEL ST 577.18' 50' R!W CONCRETE ROLL CURB & GUTTER 1 inch = 100 ft. 1S 1 Z
TOTAL LF IN STREETS: 2,183.32 LF