HomeMy WebLinkAboutEdgerton Ind Park Tract 1_approved PrelimHoy 55 ~5
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NG 55 E ~~05 E virosafe Services, inc. 16 RAF -
-WETLANDS DEED BOOK 1445, PAGE 185
m MAP NUMBER 2002-1053
!~?`\<1. TRACT 6 V` P.I.N. 1515-03-9836.000
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230,868 sq.ft, W 101, o ~
S T GsA 5.30 acres
ZONED: INDUSTRIAL
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Dry ~ ~ ° a /01 W
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hereby certify that the Harnett County Development Review W
Board approves or approves with conditions this Preliminary
y EIS S30°56'54"W 3 °D Plat and authorizes the design and construction of utilities
WETLANDS 336.30' and infrastructure in accordance with all federal, state, and ~ Inral nnvorncnc f I h..,.~ ,1 ~ _ ~ *41ft a r 1 u
VICINITY MAP - i15_EAR SETBACK LINE _ 00°
NOT TO SCALE 1
I ,
EIS
PARCEL DATA: \
PIN: 1515-03-3735 a
TAX ID#: 021515 0019 02 ro B _ _ DEED BOOK: 2307 PAGE: 517 w 0
MAP# 2006-880
I 86,704 Sq Ft ZONING: I (INDUSTRIAL DISTRICT) i
ROPERTY AREA: 6.25 ACRES (272093 SQ. FT.) I 1.99 Ac.
PROPERTY ADDRESS: US 301 S - -
DUNN, NC
OWNER/DEVELOPER: HORSEPOND, LLC CI) 2 YEAGER LANE
5 ` - \s LANDENSBERG, PA 19350 W El 1 /"9 si
TELEPHONE: 610-268.2124 o F
WATERSHED AREA: NONE 25.00"L - J - - - - 25' SIDE SETBACK LINE ! C4 25' SIDE SETBACK LINE
~ BLOW-OFF I
TOTAL NO. LOTS: 3 209.98' I 202.19'
LINEAR FEET OF PROPOSED STREET: N23°55'06" E N23°55'00i'' i HORSEPOND CV. 323 LF 25' SIDE SETBACK LINE _ n r. 25 sIDEeTeA
FLOOD INFORMATION: ~I 7 ivro'
MAP(S):3720150400K w L I }
EFFECTIVE DATE: 01/05107 Eideriee, Inc. FLOOD PLAIN:"X" DEED BOOK 1381, PAGE 14+ IE6 ~hnr' I
" Y U~ I I 1
SETBACKS PLAT CABINET F, SLIDE 407-D CIO P.I.N. 1515-04-5117.000 ~ '1 I !I TRACT 2 1 '1 f\• 1
MIN. LOT AREA - 43,560 SF 217,794 Sq ft I se Jv
MIN. LOT WIDTH - 150 FT 1 A 1 G G Z i
MIN. FRONT YARD - 50 FT 5.00 acres ~w II 871,517 Sq
MIN. REAR YARD- 25FT(R") ZONED: INDUSTRIAL -
MIN. SIDE YARD - 25FT(S*) m 77,344 ~Iq Ft i~ ® o I 2.01 Ac.
MIN. SIDE YARD - 25 FT (S') (0 I I i -
(CORNER LOT) v
Owl 78 AC. I i o (R') UNLESS ADJACENT PROPERTY IS
ZONED RESIDENTIAL, THEN 50 FT.~ to o
(S") UNLESS ADJACENT PROPERTY IS / I 0 P
ZONED RESIDENTIAL, THEN 50 FT. I o
CURVE TABLE
CURVECI LENG4THD RADIU
S CHORD DIRECTION CHORD76 25.00 N61*00'33"E
C2 21.03 25.00 S41'34'1 5"E 20.41 o K .
C3 83.23 50.00 N71'09'46°W 73.95 W z : ~5o Tend
C4 64.98 50.00 523'55'06"W 60.50 I o 9 PROPOSED,
C5 92.98 50.00566'35'02"E 80.15 o.' FIRE / % 50' E7encK UNE ! HYDRANT
m Yd C6 21.03 25.00 $84'14'22"W 20.41 L
C7 38.34 25.18 N28'02'32"W 34.74 L 4 92~ 11.97
--BUFFER ' 2~T7 12.6_,
EETsc 27.29' ° „E °1'103„E rF .
46'16 13 NOTE: SETBACK REQUIREMENTS MUST MEET HARNETT --->L---, ° 47"E ,76 PROPOSED6' --V
CI - COUNTY REQUIREMENTS EIS 97.16 / N16 03 1q 0~_--
'N19°30'41!'Ei74---'l_+TS== % WATER a 176 i -175' r--'- =-r~ - _I 1) JOINT PAST
1 OI PAST _ 1 - - - - z - M~~ , FIRE HYDRANT
12 LEGEND M 5 PR oseosEWERro o L
AREA LIGHT CONNECT TO EXISTING CITY
C) FLARED END SECTION (FES) - OF DUNN SEWER
a - APPROX.LOCATION - - WATER VALVE (WVJ EXISTING 12" WATER LINES - -
o WATER METER (WM)
C) FIRE HYDRANT (FH) - -
Qs SANITARY SEWER MANHOLE (MH) - - - - - - - -
3 0 SANITARY SEWER CLEAN OUT (C.O.)
R/W RIGHT OF WAY
N or C.L. CENTERLINE i
a 'E'- a UTILITY POLE 8 GUY
UTILITY POLE M
n 0 PROPERTY CORNER rn 0--~r--0 PROPERTY LINE -50.00 R/W B-B
3 j -SS- SANITARY SEWER LINE 00' 30. B- 00 „ u- i low
- W WATER MAIN-26{ 0 0 7 41, r r. .
-UCr UNDERGROUND TELEPHONE/CABLE SLOPE 0.02 0.02 SL OPE
N - cns- cns- GAS MAIN ROLL CONCRETE 4' SIDEWALK - - - CENTERLINE ROAD (ALIGNMENT) CURB 21- 4' R 1A r s v/ Q n
EL. , c
M - - - - RIGHT OF WAY I-2 ASPHALT W m E
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR TYPICAL STREET 24 ROLLBACK GRAPHIC SCALE
o PROPOSED MINOR CONTOUR WITH 50' R/W
i PROPOSED MAJOR CONTOUR CURB DETAIL 50 zs so ioo 200 EE PROJECT: 3331
0i STORM SEWER PIPE CROSS SECTION DETAIL NrS s' . 01 Z
( IN FEET )
STBC OR ABC 1 inch = 50 ft