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Deed/ Book 487
Page 89 W �.
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�R. L. Pryor n d
\ w e Jean N, ryt
Deed Book 876, Rage 52
\ Map Number 20,13-53 wro
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Campbell University Incorporated
Deed Book 2515, Page 786
Map Book 6, Page 12
FEMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEMA Flood
Hazard "Zone AE" as shown on
FEMA map No. 3720066000)
Effective Date: October 3, 2006
\ / Sheet One
Zoned: RA -30 / / / Proposed Site Plan
/ R. L. Pryor and / / /
wife Jean N. Pryor _ Townes a t Hart-well
Deed Book 876, Page 525
/ Map Book 8, Page 37 / Zoned: RA -30 / Neill's Creek Township Harnett County, NC
R. L. Pryor and / R
ECM wife dean N. Pryor Zoned: RA -30 Scale: 1 = 20 Date: 2 -10 -12
/ Deed Book 877, Page 244 /l �Z PIN. 0670 -85- 1696.000 and 0670 -85- 1514.000
Map Book 8, Page 37
l zoned: RA -30 PARCEL ID: 110670 0214 and 110670 0213
—' R. L. Pryor an d y
I C7J / wife Jean N. Pryor / v y 0 20 40
Deed Book 877, Page 244
Map Book 8, Page 37 / i GRAPHIC SCALE
PREPARED BY
1$,2
01\
\ `\ \ TOta1 Ex. Axle 0.54' l �l STANCIL & ASSOCIATES
IE North of Line
b ec \ I5, \ PROFESSIONAL LAND SURVEYOR, P.A. C -0831 of Street, P.O. Box 730, Angier, P g
/ Zoned: RA -30 98 De An L$�dAe A / Robert Lacy Pryor and N.C. 275Q1
ss / Barbara Jean Noah Pryor (919) 639 -2133 (919) 639 -2602 (FAX)
Deed Book 11.14, Page 276 tlstancil ®embargmail.eom
Map Book 6, Page 37
/ 5 meek �°� \ EIP Developer
Reedy Creek Firm, LLC
466. Stancil Road Angier,
NC 27501 919- 538 -5645
°,— — \ Current Owner
® \ eek / z °°, SHC Holdings, In e.
O °' �- - 466 Stancil Road NC 27501 919 - 639 -2073
CID l 4��
218
Robert H. Crabtree
tiDeed Book 1138, Page 938
l Map Book 8, Page 37
1
PA TV
1.17' (Tie) Deed Book 2413, Page 389
/ss Iss at base \ Map Book 6, Page 12
of bent alp
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roll in
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Lestev
REVISED: 11 -12 -12 (Added improvements on South side)
REVISED: 12 -10 -12 (Revised Building size and location)
REVISED: 12 -18 -12 (Revised parking layout and building location)
REVISED: 2 -5 -13 (Revised ALL)
REVISED: 2 -6 -13 (Remove gap bewteen units 4 and 5)
REVISED: 4 -1 -13 (Developer, Phase Line and adjoiner)
Site Data and Notes
Deed Book 2536, Page 224
Map Book 6, Page 12 and Map Book 8, Page 37
Total area of Development: 1.622 Ac. or 70,646 sq. ft.
Area of Phase One: 0.901 Ac. or 39,267 sq. ft.
Area of Phase Two: 0.721 Ac. or 31,379 sq. ft.
Density Allowed: 9 Units p6.v Acre (14.8 Units)
Density Provided: 8.5 Units per Acre (14 units)
Proposed development to be served by Harnett County
Municipal water and sewer.
Open Space Required: 0.165 Ac.
EIS F Ped M�tisting Existing SS Manhole Open Space Provided: 0.178 Ac.
/ ® Water Meter RIm Elev = 217.13 Parking Required = 3 BR per unit = 4 per unit = 56 spaces
P�ione Inv In = 211.63 Parking Provided = 59 spaces
48 Pe Inv out = 210.88 Property shown hereon located in Watershed District IV -CA.
°"E Approximately 1,040 sq. ft. Per Unit per floor
38,923 sq. ft. Total Impervious Surface = 55.17.
Buffers, 0.381 Ac., to remain as natural as possible, suplemented
• FX /S j
°ye by vegetation to maintain required county buffers.
Existing EIS i2 C, \� �
Wafer Mefets \ '� \
Ex. Water Valve ofJ' Cr
m under pavement 1r,"
q Sewer \_
<inB �
ym E'Xisfi loo °ftOh A
Existing `m ` 9e o plY %r ON-
`` Water Meter �` Nail set Ve�0/7 ie
base of % \
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0� \ bent sip Existing \ $rt�elf C• \
Ffre w
,{, and Valve w 4 1l'Ole \ ON-
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,� / u o \� LEGEND: \ w EX \
\ — Lines Surveyed TP. Telephone Pedestal
o � \
�� C) 0 \ — Lines Not Surveyed MH Manhole
— Right of Way Lines WM Water Meter q.
i^ y io EIP /EIS Existing Iron Pipe or Stake Esmt. Easement EX\
y;1 �. QQ ECM Existing Concrete Monument R/W Right –of –Way
'k \\ 'N Q EPK Existing PX Nail CIL Centerline �\
EIP �,y W PKS P.K. Nail Set P.C. Piet Cabinet \ W et \
CATV EMN Existing MAG Nail D.B. Deed Book
MNS MAC Nail Set P.B. Plat Book
Ped N ISS Iron Stake Set B.M. Book of Maps \\
chi O / CSS Cotton Spindle Set PIN Parcel Identifier
\ ECS Existing Cotton Spindle Number
RRS Railroad Spike Ac. Acres
} ~ ELS Existing Lightwood Stake Sq. Ft. square feet
\ / W PP Power Pole CP Computed Point
\/ y OHE Overhead Electric Lines ( J Street Address
I
FIT Fire Hydrant
3 / N.C.G.S. North Carolina Geodetic Survey
NAD 27 North American Datum of 1927
y / NAD 83 North American Datum of 1983
NOTES.
. Iron Stakes set at all property corners
/"c� unless noted otherwise.
.� • Areas determined by coordinate method.
IN
. All distances /dimensions are Horizontal
ground distances unless otherwise indicated.
ti W
/ Topographic information as shown hereon is taken
from field data with benchmark elevation based on
NA VD 88 (GEOID 12A) from NCGS RTK Net work
EIS
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