HomeMy WebLinkAboutmapLEGEND
BOV - BLOW OFF VALVE
WR - WATER LINE REDUCER
SQ.FT. - SQUARE FEET
A - ARC LENGTH
R - RADIUS
R/W - RIGHT OF WAY
D.B. - DEED BOOK
FH - FIRE HYDRANT
SL - STREET LIGHT
ZONING - RA -30
MINIMUM BUILDING SETBACKS
FRONT - 35'
SIDE - 10'
REAR - 25'
CORNER SIDE - 20'
FINAL LOCATION OF STREET LIGHTS,
WATER VALVES, HYDRANTS AND WATER LINES
TO BE SHOWN ON CONSTRUCTION/AS-BUILT
DRAWINGS. FIRE HYDRANTS SHALL BE SPACED
AT 500' AND STREET LIGHTS AT 300' MAXIUM.
SIGHT DATA
TOTAL NUMBER OF LOTS - 28
TOTAL TRACT ACREAGE - 26.11 ACRES
PROPERTY PIN # 0651-02-0713.000
PRESENT ZONING - RA -30
TOTAL LINEAR STREET FOOTAGE - 1,826.9'
AREA IN STREETS - 2.2 ACRES +/-
AVERAGE LOT SIZE - 33,943 SQ.FT.
ALL INTERSECTION RADII - 25'
ALL CUL-DE-SAC RADII - 50'
WATERSHED DISTRICT - IV
CONTOUR INTERVAL - 5 FEET
WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILTIIES.
DEVELOPER TO TAP INTO THE 36" WATERLINE LOCATED
ON THE WEST SIDE OF US 401.
WATER SYSTEM TO BE DESIGNED BY A LICENSED CIVIL
ENGINEER REGISTERED IN NORTH CAROLINA.
WATER LINE SHOWN FOR GRAPHIC PURPOSES ONLY.
LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS ON EACH LOT.
TOPOGRAPHIC LINES FROM A FIELD TOPOGRAPHIC SURVEY.
PRESENT LAND USE IS FARMING/TIMBER.
DRAINAGE EASEMENTS SHOWN PER TOPOGRAPHIC SURVEY,
FINAL LOCATION OF EASEMENTS WILL BE SHOWN ON
THE CONSTRUCTION DRAWINGS AND AS -GUILTS.
ALL STATE AND LOCAL GOVERNMENT APPROVALS
SHALL BE OBTAINED PRIOR TO CONSTRUCTION ACTIVITIES.
ALL STATE AND LOCAL GOVERNMENT EROSION CONTROL
MEASURES SHALL BE COMPLIES WITH DURING CONSTRUCTION.
MAXIMUM IMPERVIOUS SURFACES SHALL NOT EXCEED
24% WITH CURB AND GUTTER OR 36% WITHOUT.
THIS SUBDIVISION IS WITHIN A VOLUNTARY AGRICULTURAL
DISTRICT.
NO WETLANDS WERE OBSERVED. THERE WILL BE NO
ENCROACHMENT INTO ANY WETLANDS IF PRESENT.
ALL STREETS SHALL BE BUILT TO NCDOT STANDARDS
AND HAVE A 50' PUBLIC RIGHT OF WAY
LOTS WILL BE ACCESSED BY INTERNAL ROADS ONLY.
LANDSCAPE / STREETSCAPE BUFFER NOTE
BUFFER SHALL CONSIST OF A ROW OF CONIFERS SPACED
AT A MAXIMUM OF 5 FEET WITH LARGE MATURING
AT 50 FOOT INTERVALS.
POND, DRAINAGE EASEMENTS TO BE MAINTAINED BY
THE SUBDIVISIONS HOA.
MAINTENANCE OF THE LAN DSCAP E/STR EETSCAPE BUFFER
WILL BE MAINTAINED BY THE SUBDIVISIONS HOA.
NC GRID COORDINATES FROM GPS/RTK OBSERVATIONS
TIED TO NCGS CORS STATION "NCLI".
B' 20' 8' B.
4.
10' 10'
-.- 1 4' PER Ff. ry1O
8" STONE
,Z1 RREO
FILL
WA
NCDOT SPEC. I
PAVEMENT
DITCH WITH
KA V BASE AND
TYPICAL CROSS SECTION (NTS) 1.5' DEPTH
PUBLIC DEDICATED STREET
° N
o
z
N
NC GRID COORDINATES REDUCER & VALVE
N N - 613,621.678
�E - 2,050,973.570
p, SADDLE/VALVE
I
HARNE17 COUNTY
EXISTING 36" DIP
4 WATERLINE
190 `
i-
��( NO �
I� yo 20' UTILITY
EASEMENT I 30' LANDSCAPE / STREEfSCAPE BUFFER
SOUTH RANCHy C 6 /
D.B. 3371 G. 226
101F, �`L 25 47, 9 S.F. ryh^�0
I I Cl
'I 20 30,420 S.F. I �t„
j50i/ I W/�CF Mg�9l Ae42.40,
p°27SL
.
1 24 o WV TEEA 30,303 S.F. 0
Q I
�3 18 I I 32.954 S.F. m �i? BEND ? �LO•
i5
���
oh ro / �: \ 10' x 70' SIGHT TRIANGLE
34,059 SF C7
0 6 OO 2y 'N
?., 'L \ �/ I.. . �a� 20 K SIGN
0p OR,q� 33,074 SF J NOti� / \ O �, X03"',.. �%0� NP j® p EASEMENT
kr,. NgCF Sl Q 14 r) 3 ,1 �. \ 28,212 SF P
5
L
�5• I �ery>• �. 1 v 1g. � r � 10x70
X � 'yyee A-4 \
io BOV ��� \ \ 28,013 S.F. / r� gyp' 10' x 70' SIGHT TRIANGLE
I TEE r�, 25,314 SF ,,, '�"'l• y
x 16 11 r� g ��p
33.132 SF$169
a'• rc�m� % 0 x tOX70� ��01 �� W \
11
POND x 291.53'CID/ ,- sr / s
'L 2 .21 = 29.46 R�JE \ '. O / yy O a \
TO BE MAINTAINED BY '� I p Q, 29,445 SF +0
M HOA 50, ,fig® I 31,758 SF �, P`' \ Q' 35,626 SF
5 - e� N
BUFFER x 'o $ C) 20 25,598 SF \ �,�h•
X \
g A g 45•"�� , ,� .� \ �. a
PIER X - - 272.20' -i i �%" $ `V gory'/ � ' x < 4
.g 13
GAZEBO ^,�h• 48,864 SF
r�
50' INGRESS/EGRESS x PSpHP�t oR`N� 1 4 c 21 �� �P�� (3)X
vi 1 . '�{ �'
REGRESS/UTILITY EASEM T o R LINE 6"X4 g 32,021 SF V` 30,839 SF 30,144 SF
y5• REDUCER y, N�
i
%.$ 78, 48.00' '--�_ _ 35.890 SF 10X70 S 5 N; 1 • \
NE1y FN - -_-_-- 10x70 ST � i .ysj'S• Ppb \ `9Q
g SL SL � x d�
WATER UNE TIE -,�+ RIVF b E 8.¢�- a �- . 5 1b•A �'' �Ro
TO (2) EXISTING SERVICES a' (STING ASP I g 98.50' y P'3A5 O P,1 \ 32,948 SF \\ x !e
WE CONNECTS ,,rr
ERE \ 69.$T SL A. ,40' p6 ' \ \\ RUBEN & FRANCES YORK
+ 120.00' A�1 /\ X� D.B. 926 PG. 976
J 61,515 sF ,ee0.B1 1110, ---- 38.22' A 105.30' _ \ 5 �� \ �ryo0o
, I - =jam
1 O j x T1 \ 33.779 SF �80
x /
x "}5�hA 1 1 30,728 SF 9 I 33,856 SF �� \ X fir'
\ 31,555 SF p, 983 S
o t jX -A I \ x
\ i x X
244.12' - w 34,636 SF I 112' ECM
X
120.00' L
120.00' x
60 1655 41.35 114.25'
\ LINDA MORGAN / RUBEN & FRANCES YORK
15 D.B. 476 PG. 34
D.B. 926 PG. 976
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PRELIMINARY SUBDIVISION PLAN
M 0 IF?v G A N F Al Z M
SOUTHERN LIVING INVESTMENT PROPERTIES, LLC
1187 N. RALEIGH STREET, ANGIER, NC 27501
DEED BOOK 3364 PAGE 666
MAP # 2015--383
PIN # 0651-02-0713.000
HECTOR'S CREEK TOWNSHIP
HARNETT COUNTY - NORTH CAROLINA
SCALE: 1 " = 100' - FEBRUARY 8, 2016
100 0 100 200 300
GRAPHIC SCALE — FEET
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # (919)-552-9813