site plan map122.09 1 .0 01.0 1 S 85°55'10"ES 84°55'26"E
174.58 1637.916 42.77'
715.00 105.23
63. 0
N 36.01' 272.00 S 84°5
160 161 9'14"E 714.12'
162 0 163 164 0 �^ z. 170 171 6.
?7 79n 0^ 0
21,538 21,145 21,171 165 166 �a 21,307 26.897 0 0l
143.41' 703.00' 21,196 29,392
101.00' 101.00' 107.00• 23,784 167 169 172 rv�
106.00'
I\BRODHEAD DRIVE 26'074 0 /
1. 9 21,157 32,456
N o 73.79 S°4 _07-3 ! APPROXIMATE LOGTON
96 0 0 g7 168 ha 173 OF MILL BRANCH
� 22,917 o 2,,084
2 30,289 159 0 o- a / PROPOSED 20'
�w m 0 22632' ^ 158 y "21,202 0'°' 174 / 4 ' / DRAINAGE EASEMENT
O o 95 o n 26,296 ry 24,875 y 157 7S 00 24,084 '
20g ,004 0 0 98 22,718 n 25,934 156 9 00 175 272
o a 029,5x 46
0 94 0 l j m_ 11.149__ 309' 10 70 21.000 0
_
'- 21 Ata S I o 5.5$'- \ 0'00' ST (NP)
99 22,718 X0
Z a 20 .86 I 6.3 oo PROPOSED 20'
NAGE EASEAIENf \\2\049
O
0 93 I m
n "> 100 135 \Nw 155 \ / m OPEN SPACE
21,037 0' 0 22,764 m i
207.69 '� o ^h \ \v 29,258 %1
77
o n w\
0 92 h � 6.32' o� N45,573 � NJ \ 197.40' 22,124 \\ ROPOSED 20'
26.7 ' 13.80' DRAINAGE EASEMENT
27, 1s o 101 22,717 n \ \� 154
qS ,
In o0 134 136 \ \- 22,352
N 91 \ \ - 1 j 79 178 \ S9 LIMITS OF UNSUITABLE
o
207. 21,048 22,777 n 32,531 26,648 \ 153 27,049 0 700.00' i SOILS3g �
), \ o _ 00.00' 700.00' 0 .00'
226.31'100.
o !" o
21,054 0 103 0 133 137 \\ 21,o3a / / 180 0 0 o b 00 . 100_00' 700,
0 207,48' o I o 22,717 o a 22,713 21,175 152 / /27,055
v' 89 I s 31 21,000 O .. 184 0 0
21,000 21.000 185 N 186 �O o 0
2/,066 o 0 22,717 �ro 23,246 132 100.00' 21,(00 21,000 187 �-�, 188
'� 0 138 \ 151 / 700.00' 700.00' 21,000 21,000 189
CO 207.59 �'o ^� I 0 / 700.00' 21,000
23,716 \ 21,768/ 0 100.00' 100.00, 100.00'
zi,, 0s 0 105 22.07 ;� 131 I 4 8? s `gyp. / 149 9 102.00 105. 700.00'
28,759 I � 140 \ /n 21,041 00
207.69' 0 43.23' �' .59• 25, 78 82.
21. n pp 'po 7 m ss 39 38 36 _75 107.00
w o 87 n 0 np'' 1. 9 151 ��. 139 0 87q. �. 0 23.347 m O ' 37 O
N 21,106 0 106 22,717 �.- 45A 141 148 ^'i 21,874 N 25,609
23,209 Zll g o `� N N 23,083 2 y
207.76• ° 130 ze,an o g" 21 048 o m 00
O h 22 ,3t' o �" 27 7' 12 0 ^23,934 0 21,032
S 86 o M O ro 129
20 0 107 22,717 roh to x 7o P� 142 2p 147 00 24. p4 i
33,208
207.89 I - 226.37' o ROPOSED 20' �S 7 24,728 0 0 21,146 0 0 40 'i `? 225.55 29' 701.
Z voi n _ _IZRAINAGE EASEM .�. >' 0 31,084
S8`�0 35 00
Im o
21,106 o bl0 108 22.717 77.-66'--- '(dP' 143 BS ?120 146 Op oo^ qq ry 205 0 210948
0 21,200 0
128 26,808 0 � 0 :019 0 18 43' o0
o O I 6.31' 144 1q 41 0
84 o m 28,965 \ ^ '>• $,p9 27,076
o I o 0 109 22,717 h4 \ \ v 125 T 26,714 1�' 145 ^ 23,365 21,937 0
22.053 0 0 O AR m 0 26 ^ - o
70' 37• p 127 %� 'oma is o 42
126 \ \ '26602 . �4 � o• 24638 � � 33 b o
0 o n 40,244 1\ '0. 1 0^ 27,010 0 o O W
83 ^ 0 110 22,717 ro 22,288 "\\ 124 3S 20 p0, 00' 247. 23,955 00 21,925 o i
23.876 ^ I o o M \ \ 27.618 43 24gS 0� 0 3T
6.37' °vi 143.72 9y� p^ 8g 1• o Dit
0 23 o m 145. O 4J / 122 24' op 23.6 13 ? 32 ^ 0 6 Z it
0 54 7 I \\+�1�. 21.344 2 '9Q O o; I o 21,0898 0 �0
V 10 x 70 111 7� \"'�, / 22,025 3p o 9.23,675 rn c
I
- S 1 \\ /h 21 44 21 Z o ^
23.892 5T (Typ) m 112 `t 2 ;� O' 3B'
29,795 o \ \ \ / pp' n 0 22,807 � 2jw 26.39'
N 208.7 2pgp �. o O OPEN SPACE \\� 0 121 o y; '� 31
0 2' 21,009 113 > /^ o 0 2 w `� O
21,136 0 0 7S o 27,270
134.3 \PROPOSED 20'./ 73• n 2w O 29.001
22,493 °m\ DRAINAGE EASEMENT / o°3�/q� o P o 23,110 ^o ss 30
N o 208.52 ^� 77 i\ 1 12.0 `sir\ // � 120 o y o 2p) 0 79 9 24.697
v 80 b I 28,344 ml I 27.473 o O 46 SS, 9�9. 29 1QOp0 42,0187
20 �l 76 5 1 / 144.2 hS 0 ^ 21.656 •.'o I
o _
_ o 23,467
21Lg4 a 75 365.95 27695 yh/ 0 28 b��� /
'23,866 �10
O I 119 0 47 `'2 o s ST
Z 78 - 1 131,073 / 21,127
34,024 I o o 's �
N 79 I '��� 23,475 1 114 // 21,047
268.98' ^0 00 21,042 q O Q I
� 27.234 �* I �� I I 3T>2 � 74 I � \ %.// �"' 27 46.012
211.19' 48 22 p ^79 O 10 2 dS
N 88.31'54"W 527.71') 22,661 .1 1 ^// tte 21,034 6°,. h 621,042 26,311 °9,
185 06' 11 115
m / 1,049 oh p
PRE ESE zo' 73 a I 26.36' a2 a O o
DRAINAGE EASEMENT 21.0 1 41,040 I /o0 0 49 s, o0 72 26 v ^
0 0 0 A p' 2u-21,504 h 11 m
1 412 1 / 117 00 21,234 0 25,704
Oo I 100.1 ys21.150 a^o 50 P, �� ^22s 25 P>Qp• 1\ ��.
72 rn 51.53' I o0 22,163
23,342 I 1 I o0 51 21,113 0 12
4 X10
195.4 1 116 I o0 00 22,569 2FiJy, o JS66,• 24 0 0. PROPOSED 20' / (�
1 71 38,896 ,1'�" �0 0 21,332 - 0 13 DRAINAGE EASEMENT
1I22,394
52 Ozz.o00 b.
1 -
2 0 0 0
24. 29 4979, h 460° 23 0 0 000 � / I/
S• m o h � /
OPEN SPACE I 24,124 22,418 70 j / 7Oi w 2S 14 22,000
.61 0 24° 22 o / y W
/ 22,627 B • 24,004
N 54 h� 953. ^v 15 23,790
21 �' ,o OPEN SPACE /
J, 21,284 ,q p• /
W PROPOSED 20' / �^v '0 0 tea' ss 2 ,647 0 /
DRAINAGE EASEMENT / 16 /
c} �n/� 69 ° 21,443 ry o 9S oo ggp 25,479
7 0 'JS 0 290 0
o l 24.922 'o0 5s Nom, g20o
LE
O LIMITS OF UNSU SOILS / 7 .op ^ 68 4 oO 4 21,417
1
Z ry 24,703�J. 20 h 19 18
67 76
23,547 29493 26,207
44,686 0 21,005 .
/
10 x 70
393.87' ��� 3
10.28j TMP)
6
I66 23,137 /
1 46,905
0
\ 65 w\ \ 1 I 58
�\ \26,779 62 NN 61 m 59 1 14,654
35,925 °�1 \ 24.0 0 60 N 27,0383
27,051 0 28,354 �' 1 m' 25,527ry
.6T \ �.
PROPOS
W", ENT
PROPOSED
DRAINAGE EN' 119.75'
N 89°23'34"W 1033.10' S 85°5741 .43'
"W 565
90 x 70
ST (TYP)
ZONING -RA -40
MNIMUM 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.
SITE DATA
TOTAL NUMBER OF LOTS- 189
TOTAL TRACT ACREAGE- 164.59 ACRES
PROPERTY PIN # 0652-06-2610; 0642.95-9817;
0642-95-9205; 0652-15-0998; AND 0652-04-0380
PRESENT ZONING - RA -40
TOTAL LINEAR STREET FOOTAGE -13,668.4'
AREA IN STREET ROW -15.66 ACRES +/-
AVERAGE LOT SIZE- 24,382 SQ.FT
ALL INTERSECTION ROW RADII- 25'
ALL CUL-DE-SAC ROW RADII- 50'
WATERSHED DISTRICT- IV
CONTOUR INTERVAL- 5 FEET
WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILITIES
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 LOTS.
TOPOGRAPHIC LINES FROM HARNETT COUNTY GIS/ E-911 ADDRESSING
DEPARTMENT
PRESENT LAND US IS PROPOSED USE: MDR (221,000 S.F. LOTS)
20% OPEN SPACE REQUIRED
DRAINAGE EASEMENTS SHOWN PER TOPOGRAPHIC SURVEY.
FINAL LOCATION OF EASEMENTS WILL BE SHOWN ON
THE CONSTRUCTION DRAWINGS AND AS-BUILTS.
ALL STATE AND LOCAL GOVERNMENT APPROVALS
SHALL BE OBTAINED PRIOR TO CONSTRUCTION ACTIVITIES.
ALL SATE AND LOCAL GOVERNMENT EROSION CONTROL
MEASURES SHALL BE COMPIED WITH DURING CONSTRUCTION
MAXIMUM IMPERVIOUS SURFACES SHALL NOT EXCEED 24%
WITH CURB AND GUTTER OR 36% WITHOUT.
THIS SUBDIVSION 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 TREES
AT 50 FOOT INTERVALS
POND, DRAINAGE EASEMENTS TO BE MAINTAINED BY
THE SUBDIVISION'S HOA.
MAINTENANCE OF THE LAN DSCAPE/STREETSCAPE BUFFER
WILL BE MAINTAINED BY THE SUBDIVISION HOA
NC GRID COORDINATES FROM GPS/RTK OBSERVATIONS
TIED TO NCGS CORS STATION "NCLI"
HOMEOWNERS WILL ACCESS POND VIA PAVED WALKWAY
ANY SIGNS WILL BE PLACED AT LEAST 10' FROM ANY PUBLIC R/W
US 401 N IS A MINOR ARTERIAL THOROUGHFARE
THE EXISTING WATER SERVICES AND SERVICE LINES SHALL REMAIN
UNOBSTRUCTED DURING THE INSTALLATION OF THIS DEVELOPMENT
IF CONSTRUCTION PLANS ARE SUBMITTED THEY WILL BE ON HOLD
UNTIL THE PRELIMINARY IS APPROVED BY DRB
50.0' R/W PUBLIC ROAD
Fm
1 2" FT. 1 /4"/FT. 7 2" FT.
+ o FILL NCDOT SPEC.CUT
PAVEMENT 8 STONE
TYPICAL SECTION DITCH WITH
ASE
PUBLIC DEDICATED STREET 1.5B DEPTH
'4t,1 GRAPHIC SCALE 1"=200'
0 200 400 60C
R Ed FA El EM
ALLOWABLE IMPERVIOUS
and Associates
DEVELOPMENT WITHOUT CURB & GUTTER
Suite 360
MAXIMUM ALLOWABLE PERCENTAGE- 36%
BUSINESS LIC. # C-496
TRACT AREA - 7,188,924.6 SQ.FT
FAX
7,188,924.6 /.36 = 2,588,012.86 SQ. FT
GENERALS' CREEK LEGEND
SUBTRACT 682,297.23 SQ.FT IN STREETS
BOV- BLOW OFF VALVE
409446.58 - 40,640 = 368,807 SQ.FT
WR- WATER LINE REDUCER
1,905,715.63/189 LOTS = 10,083 SQ.FT
S.F. - SQUARE FEET
MAXIMUM IMPERVIOUS FOR EACH LOT = 10,083 SQ.FT
A- ARC LENGTH
R- RADIUS
R/W- RIGHT OF WAY
D.B.- DEED BOOK
FH- FIRE HYDRANT
SL- STREET LIGHT
ST -SIGHT TRIANGLE
ZONING -RA -40
MNIMUM 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.
SITE DATA
TOTAL NUMBER OF LOTS- 189
TOTAL TRACT ACREAGE- 164.59 ACRES
PROPERTY PIN # 0652-06-2610; 0642.95-9817;
0642-95-9205; 0652-15-0998; AND 0652-04-0380
PRESENT ZONING - RA -40
TOTAL LINEAR STREET FOOTAGE -13,668.4'
AREA IN STREET ROW -15.66 ACRES +/-
AVERAGE LOT SIZE- 24,382 SQ.FT
ALL INTERSECTION ROW RADII- 25'
ALL CUL-DE-SAC ROW RADII- 50'
WATERSHED DISTRICT- IV
CONTOUR INTERVAL- 5 FEET
WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILITIES
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 LOTS.
TOPOGRAPHIC LINES FROM HARNETT COUNTY GIS/ E-911 ADDRESSING
DEPARTMENT
PRESENT LAND US IS PROPOSED USE: MDR (221,000 S.F. LOTS)
20% OPEN SPACE REQUIRED
DRAINAGE EASEMENTS SHOWN PER TOPOGRAPHIC SURVEY.
FINAL LOCATION OF EASEMENTS WILL BE SHOWN ON
THE CONSTRUCTION DRAWINGS AND AS-BUILTS.
ALL STATE AND LOCAL GOVERNMENT APPROVALS
SHALL BE OBTAINED PRIOR TO CONSTRUCTION ACTIVITIES.
ALL SATE AND LOCAL GOVERNMENT EROSION CONTROL
MEASURES SHALL BE COMPIED WITH DURING CONSTRUCTION
MAXIMUM IMPERVIOUS SURFACES SHALL NOT EXCEED 24%
WITH CURB AND GUTTER OR 36% WITHOUT.
THIS SUBDIVSION 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 TREES
AT 50 FOOT INTERVALS
POND, DRAINAGE EASEMENTS TO BE MAINTAINED BY
THE SUBDIVISION'S HOA.
MAINTENANCE OF THE LAN DSCAPE/STREETSCAPE BUFFER
WILL BE MAINTAINED BY THE SUBDIVISION HOA
NC GRID COORDINATES FROM GPS/RTK OBSERVATIONS
TIED TO NCGS CORS STATION "NCLI"
HOMEOWNERS WILL ACCESS POND VIA PAVED WALKWAY
ANY SIGNS WILL BE PLACED AT LEAST 10' FROM ANY PUBLIC R/W
US 401 N IS A MINOR ARTERIAL THOROUGHFARE
THE EXISTING WATER SERVICES AND SERVICE LINES SHALL REMAIN
UNOBSTRUCTED DURING THE INSTALLATION OF THIS DEVELOPMENT
IF CONSTRUCTION PLANS ARE SUBMITTED THEY WILL BE ON HOLD
UNTIL THE PRELIMINARY IS APPROVED BY DRB
50.0' R/W PUBLIC ROAD
Fm
1 2" FT. 1 /4"/FT. 7 2" FT.
+ o FILL NCDOT SPEC.CUT
PAVEMENT 8 STONE
TYPICAL SECTION DITCH WITH
ASE
PUBLIC DEDICATED STREET 1.5B DEPTH
'4t,1 GRAPHIC SCALE 1"=200'
0 200 400 60C
R Ed FA El EM
Hugh J. Gilleece
and Associates
875 Walnut Street
Suite 360
Cary, NC 27511
BUSINESS LIC. # C-496
Phone: (919)469-1101
FAX
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Preliminary
Not r C nstruc i n
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JOB # 18-107
DSNICHK BY: BWD
DWN BY:
DATE: 5109118
HRZ SCALE: 1"=200'
VRT SCALE: NONE
SHEET NO.
1