SWA000060_(2) Cameron Woods 02 Site Plan_10/9/2019

VICINI7 Y MAP
NOT TO SCALE
F25' REAR
� I� I�
o -I �I
LO 2i CAi
NI
L5' FRONT H
BUILDING SETBACKS
DRIVEWAY CULVERT SIZES
LOT #
PIPE SIZE
1
15"
2
15"
3
15"
4
15"
5
18"
6
18"
7
18„
8
15"
9
18"
10
18"
11
18"
12
18"
13
30"
14
30"
15
15"
16
15"
17
15"
18
15"
19
15"
20
15"
21
18"
22
18"
23
18"
24
18"
25
18"
26
15"
27
15"
NOTES-
1. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR
WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE
AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS
TO THE EXISTING WATER AND WASTEWATER DEMANDS PRIOR TO A
PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.
2. DESIGN OF WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES ORDINANCE AND THE
UTILITY MASTER PLAN.
J. ON -SITE WASTEWATER SYSTEMS SHALL MEET INNOVATIVE WASTEWATER
APPROVAL NUMBER IWWS 2016-01.
4. WATER UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH NCDEQ AND
HCDPU STANDARDS AND SPECIFICATIONS.
5. THE PROPOSED WATER MAIN SERVING SUBDIVISION MUST BE PERMITTED
WTH NCDEQ, INSTALLED, INSPECTED, TESTED AND APPROVED BY HCDPU
AND NCDEQ BEFORE RECORDING THE FINAL PLAT.
6. THE AS -BUILT RECORD DRAWINGS AND PE CERTIFICATIONS SHALL BE
SUBMITTED TO HCDPU FOR REVIEW BEFORE FINAL PLAT CAN BE
RECORDED.
7. THE DEVELOPER OR CONTRACTOR SHALL PROVIDE HRW WITH COST
STATEMENT INDICATING THE COST TO INSTALL THE UTILITIES TO SERVE
SUBDIVISION (LABOR AND MATERIALS).
8. THE DEVELOPER OR UTILITIES CONTRACTOR SHALL PROVIDE HRW WITH ONE
YEAR WARRANTY ON THE WATER SYSTEM IMPROVEMENT INSTALLED TO
SERVE THE LOTS OF SUBDIVISION.
9. DEPTH SEPARATION FOR CROSSING SEPTIC LINE OVER WATER MAIN SHALL
BE MINIMUM 24 " FROM BOTTOM OF PIPES TO TOP OF PIPES.
10. DEPTH OF SEPARATION FOR CROSSING STORM WATER PIPE OVER WATER
MAIN SHALL BE 24" FROM BOTTOM TO TOP OF PIPES.
Z
ti
0
J
5' UTILITIES 33'
EASEMENT WATER
METER - - - ROAD R/W
STREET
WATERLINE LIGHT ?
UTILI TY SERVICES AT R/W
LESSIE C GRAHAM,
__--------� vi`.�- ��\ JOHN E & NORMA E CAMERON -
� � � � \I � I V �` /� /- �_ � `� � �\ � � � /��'- - v PIN # 9569-91-4734
- I -- - -
i DB 1164 PG 936
N/F v v� - - L=168.96' i
BRIAN C CLAUGHSEY, /\ \ �� R=1945. 2' /
V / ChB-S55'29'09" TAPPINGve
EMILY C CLAUGHSEY x� A Slee/
N/F V I - V / / I �I �\ N/F PIDB 3196 PG 8557 ���� A V Ch=168. LVE I \
GROVER LEO WEATHERS, �� v MICHAEL J BROWN � � " �� v
/ / _ i y I - - p � OPEN AREA ��\�� 26' LONG 12" DIAMETE /
\ \ / IN # 9569-81-5533
i A / N/F ��' 0.14 AC �� STEEL SLEEVE
NELLIE HOWARD WEATHERS v �� v / - / / DB3395PG951 �, 6 �tiy
��i A \ DARIUM THOMAS, 1 �' �-
PIN # 9569-71-4645 �SHENELLE D THOMAS 6 /
V I /� / \ �� � 09 S 96 ' \ SIGHT
DB 2322 PG 404 V A v �P`� / / / PIN#931 PG 0294 �0. ��- �qg• ,� TRIANGLE �� \� / 6"PVC EXIStI
N/F DB 3431 PG 0294 ��j LOT 1 i \ i STOP ����
�� \ /� AARONCDAWSON,2� 28,652 SF v SIGN �� Mter Maul
zo'Xzo' \�
AMA
E DAWSON V L ' SIGN
PIN#9569-81-4406 ��5 `. PERK AREA FIRE SSEMBLY�� �
0� ADS ��=10,092 SF �. A%Y�EASEMENT V A
DB 3346 PG 520
N/F STREET
JSJ BUILDERS INC g S� A ,
N9�. \ �` .�` \ yi \ LIGHT
PIN # 9569-81-3442 OPEN AREA
S9� F
�o C'
�''
DB 3363 PG 346 \ ,� �► 0.19 AC
N/F i �(52 �� �� LOT 2 �. �99 A V i•'
- JSJ BUILDERS INC �' ' ���24,477 SF
s T 0
PIN # 9569-81-3442 �1 •+�� �. �� A \ �� r ! .f� 9 p
J - \ r��
DB 3440 PG 300 1� 0 ` ����PERK AREA'N/F / / /2 ( 10,021 SFLWS INVESTMENTS LLC / N/F PIN#9569-81-1352 / JSJ BUILDERS INC��� DB 3468 PG 364 PIN # 9569-81-2316 -6 ��� LOT 3
DB 3456 PG 164 56 3• / 21,475 SF
+HAUL NG ++++X /
z o s \ / / / / �� �/ �� . PERK AREA `7�+++A t
\ i I U �� �i =10,087 SF `L A+�+ AREA
/ A VL / 0.2 AC + -�
.Irs desi na ion See sheep _= / _ -� a ` v v ti , + +
[J i N/F 6 / \ c� i i i n '�+++ ++ + +
�+ JSJ BUILDERS INC / $9.
/ 1
PIN # 9569-81-0297
/ I / DB 3468 PG 366
/--J - (� ��� , i.�
A l I � / �'� 00 � `� _ � � V `� � i � � - �, \ � 6'PVC � � P ,' � � LOT 27 � � 1 � �
N/F % �i/3� �0 v BO '�� �LOT 5 �� LOT 4 WATER �� ' 48,421 SF
INFINITI DEVELOPMENT 0 �45,622 SF PERK AREA \
SDR-21 /
\ / GROUP LLC 5g �\ �\ 25,464 SF �� Pe / 1
2 ' .'� �� PERK AREA 0 �=10,010 SF
PIN#9569-81-0212 �6 OO \\ \\ \- PERK AREA 96 ; g� r /
I I DB 2831 PG 61 6 S0. 10,016 SF =1 , 47 SF
N/F I / / A \ �' / �� - LOT 6ST' BEET
JANCIE S RICHARDSON / l v / ��� `� /'� �� 4' CONCRETE SIDEWALK vv-
/ / .'� 22,669 SF v / �, q LIGHT (TYP)
PIN # 9569-71-4124 �� �I N/F v 80 00 �� `� PERK AREA - �� - IN 7' EASEMENT
/ INFINITI DEVELOPMENT /X / SEE TYPICAL SECTION T LOT 26
DB 743 PG 797 / /=10,013 SF
GROUP LLC / / / �\ �\ i ' i' \ 20,11 7 SF _ + / / / \ \ L
/ PIN#9569-71-8188 i �A �+ TOPSOIL ++ + / / A��
'� / - o. i - \ i %+ V A � IV -
/ \ DB PG 61 0' LOT 7 , - _ p \ STOCKPILE',',', /
/ I 22,662 SF �e'p / ++,
LOT 8 PERK AREA �91 �I i
\ //� O2� `\ �� \� �� 22,655 SF=10,014 SF o� STREET'
l 20' EXISTING PUBLIC �Z' �' -t' a i �� LIGHT
I' S PERK AREA y 7' UTILITIES AN , \ - o !
UTILITIES EASEMENT I I U 90. / `� ��=10,014 SF �' O2 -
V c�6 ki �� SIDEWALK EASEMENT - - �0 LOT 25
- - - 1 - 20,109 SF / r ^ j / J
LOT 9 o_ -
��� �� `v �� �� 22,629 SF \ �� 6'PVC - �' // ��, �68p
6 - N �� �' 00 - �'
PERK AREA �, � � WATER
LOT 10=10,014 SF `'' i' �� / SEE INSET FOR SDR-21%�
\\ - ro LOT 11 21,500 SF �� `� moo_ / WATER LAYOUT
` -? AT IN k / ' �/ ✓ / J / r /
\ I � ro/� 21,232 SF PERK AREA � � � �.- � -( ,'"15 �' � s / /moo• / / /
\ h i V �'� - 6 00�
PERK AREA ��=10,050 SF - > o - /
\ - /-
V I=10,031 SF ��_ �� �_ DISSIPATER PA R� i z
c- 15XB' CLASS 8 ' 5 //I ----
� �� �� 5' UTILITY i SEPTIC
i
\\ 1 V � - - RIPRAP OVER /� 0 OO, ,'� 0, / i
\ / -. -� FILTER FABRIC / $ k2 EASEMENT / / MAIN EASMENT
END SIDEWALK
AT DRI VEWA Y / 0
6 k SIGHT
-`- STREET q5• i �i - /
20' PROPOSE 4 � `s - - ' � � � / � i TRIANGLE
FUTURE PUBLIC - Q. �: - - LIGHT I �.ii (TYP) �� �� �LOT 24
l UTILITIES EASEMENT \ i - - 66 /
--- 0 - r::� /" LOT 23 i 10
LOT 12 3' � � i / ''
\ ' � 6 /�35,332 SF �o i 45,899 SF
36,493 SF 62%5 o��,+ /30" CLASS i� o� / / PERK AREA / i i PERK AREA
o 1 V RCP l /
PERK AREA ; �- �2y z�vl �� +�' . / ���� /=10,042 SF i=10,229 SF
=10,009 SF j p• -
a
N/F
ro N Z v ) / . LOT 2� / 0
HAROLD W WEATHERS, v rn / STREET I 2p
\ _�� / 2" BLOWO� LIGHT ;n� l.� 23,942 SF
HELEN W WEATHERS v 2'Pvc �� /
PIN # 9569-70-3881 WATER 3 ASSEMBLY o i ����`. PERK AREA
�\ SDR-21 - .\ :
DB 1205 PG 413 ( �I / r'' DRAINAGE EASEMENT T INSTALL SLEEVE UNDER j6.. 10,053 SF
BE MAINTAINED BY HOA PAVEMENT FOR SEWER PERK AREA
/ A _' ✓ ��2 6� �- f CROSSING �l `.
' � -- ' I � ��'L ��% FOR LOT 26
LOT 14 5' utilt�es i = - -- I LOT 21 ��`�� , I 10,000 SF
65 26,801 SF ease ent 31,451 SF may`` , / \ \
m /` I -� PERK AREA ANGUS PRESTON v
- � RADE DITCH TO i 10 052 SF \ v
GRASS � i � � � r , I / I
LEVEL �. / aow - SEE s' EA E 86s CAMERON AND
DETAIL SECTION , `��
J A / � 2p0,49 \ . • •SPREADER • �- - /- - � 1i � I N � � / / I I h I I •�i )
h I / RHONDA CAMERON v
/ n3.58' - co i -1 I fi�
I l / op SEPTIC ACCESS l PIN # 9569-90-0582
10' ORAIIW�GE EASEMENT / -l_ AND FORCE i DB 1164 PG 946 \
- _ / - - , y PERK AREA / \
TO BE M�11LlTAINED BY HOA L / MAIN EASMENT, LOT 20 FOR LOT 25
2'PVC \ / \
WETLAND i - LOT 15 WATER f /f /K 23,260 SF \ \ 10,000 SF \ \ \
d , ) LOT 13 ' - 31,016 SF SDR-21 STREET �� ) I PERK AREA \ \
56,975 SF J PERK AREA �UGHT �,,-10,250 SF
PERK AREA=10,036 SF
Y. 9 10,057 SF \ a -n
V ^ --OPEN AREA
- - V 0 c? �l ✓ � ` i A A A
AC
v i /���/ PERK AREA %� "'�
/
09. ! O FOR LOT 14
// Ill Qo/� V i / l/ it // 'z���•,-W �`�� n/ // �O� 10,000 SF�- - - -
ASSEMBLY-
/ / • 6 z V i 001., c° -
�\ /� LOT 19 - -
\ z / �30,209 SF , A - -
\ v A �� PERK AREA
-10,014 SF ; �
/ A i
do
v v \ v __- � v , � v; I I � � , v ,• � � Imov I/ �'%-___ ---
\ 20' PROPOSE -
�� FUTURE PUBLIC
UTILI TIES EASEMENT I - -
N/F \ V LOT 18
JOSEPH S HOLMES, ���, LOT 16 v� vv \ 31,838 SF
74,165 SF V PERK AREA i A -
\ SHIRLEY WOMACK HOLMES V v/
' � �' � PERK AREA � � � � � �=10,057 SF
\ PIN # 9568-69-9960
CP=14,337 SF
DB0696PG0595 o�, ��---- h• I A \ ` ;� - A_
- �F LOT 17
/ - - - 124,626 SF 1 \ -
- V A ---_- PERK AREA - V A A �� --
NOTE: / AV -_ =1A 130 SF
\ i
1. WATER METERS AND FIRE HYDRANTS SHALL
BE INSTALLED OUTSIDE OF RIGHT OF WAY AS �� ww \� A vv \/ A �� �� Note. For plan and profile Of Water
PER DETAILS SHOWN ON THIS SHEET INSIDE MainUTILITIES EASEMENT 2 S 2 tS 3 a rl C1
� \ �� A � � � � �\ � � � � � � - � / '
2. WATER MAIN SHALL BE INSTALLED AS
SHOWN ON ROAD TYPICAL SECTION.
3. EXTEND WATER SERVICESLEEVE UNDER /
WETLAND - - - - \ . . . .
SIDEWALK WHEN WATER METERS ARE INSTALLED / _ WETLAND'
PAST SIDEWALK. \ / \ r .� . . \ - - - . WETLAND
/ _ I
NOTE
1. WATER SERVICE METERS MAY NOT BE SHOWN ON THE PLAN IN THE PROPER
LOCATION FOR CLARITY REASONS. FOR PROPER INSTALLATION OF WATER METERS REFER
TO DETAIL ABOVE AND ROAD TYPICAL SECTION.
2. SEE WATER SYSTEM STANDARD DETAILS.
5' UTILITIES
V / EASEMENT
241.00, /
N/F _ SOO* 27' 47. p4„ �2 - - - - - , - -
T SANDRA M McNEILL,
80, 0 40' 80' 160' /
I JAMES R BATCHELOR, JR �
/ I PIN # 9568-88-5748
DB 006E PG 307
WATER METER
1 INCH = 80 FEET I
� � LOCATION
LEGEND:
STREET LIGHT
STORM INLET
SEWER MANHOLE
SIGHT DISTANCE TRIANGLE
4' CONCRETE SIDEWALK
18" ROLLED CURB
BUILDING SETBACK LINE
PHASE LINE
(CONTOUR LINE
WATER METER
(SEWER CLEANOUT
SILT FENCE
CONSTRUCTION ENTRANCE
© 70'
10'
SUMMSION NOTES -
PROPERTY INFO,RMA7M.-
OWNER. INFINITI DEVELOPMENT GROUP, LLC
ADDRESS. 1303 OLDS WALKER MILL ROAD, APEX, NC 27502
TEL: [phone], EMAIL: INFINITIHOMES®AOL.COM
PROPERTY TID1 03-9569-0014-03
PROPERTY PIN. 9569-80-2892
PROPERTY DEED: BOOK # 3471, PAGE # 677
PROPERTY MAP. BOOK # F, PAGE # 456C
PROPERTY AREA: 25.045 ACRES
PROPERTY LOCATION. BARBECUE TOWNSHIP, HARNETT COUNTY, NC
PROPERTY ZONING. RA-20R
LAND CLASSIFICATION. LOW DENSITY RESIDENTIAL
7Ars -3
SUBDIVISION NAME. • CAMERON WOODS SUBDIVISION, PHASE 2
SUBDIVISION LOT J'S. 27 LOTS
LOTS MINIMUM AREA: 20,000 SO FT MINIMUM. SEE PLAT FOR INDIVIDUAL LOTS AREA
SET BACK INFORMATION. FRONT (25), BACK (20), SIDE (10), CORNER SIDE (20 )
LOTS FRONTAGE. • LOT STREET FRONTAGE (70' MINIMUM),
CUL-DE-SAC STREET FRONTAGE (40' MINIMUM)
SUBDMS/ON ROADS. CURB + GUTTER AND SIDEWALK f STOFM WATER SYSTEM
(DESIGN SHALL BE TO NCDOT SUBDIVISION MINIMUM CONSTRUCTION STANDARDS)
ROAD :
PUBLIC ROAD - 20' RIBBON PAVEMENT (STATE APPROVED AND MAINTAINED)
ROAD RIGHTS OF WAY.
50' DEDICATED PUBLIC RIGHTS OF WAY AS SHOWN ON PLAT
TOTAL RIGHTS OF WAY AREA:
80,162 SO FT 1.84 ACRES (INCLUDING CUL-DE-SAC AREA)
SIGHT DISTANCES EASEMENT.
70 X 10' DEDICATED PUBLIC EASEMENT AS SHOWN ON PLAT
RIGHT OF WAY, CUL-DE-SAC.
DEDICATED 100' DIAMETER AS SHOWN ON PLAT
ROAD WIDTH (NET ASPHALT):
20'
ROADS TOTAL LENGTH.
1,430 LF - WITH 2 CUL-DE SACS
LENGTH WESTERN PINE WAY
1,093'
LENGTH RED PINE CT
337'
CUL-DE-SAC PAVEMENT WIDTH: 40' DIA. (NET ASPHALT)
PAVEMENT STRUCTURE. • 8" ABC AND 2" S9.5C (SUPER -PAVE)
TOTAL PAVED ROAD AREA: 35,326 SO FT OR 0.81 ACRES
TOTAL RD IMPERVIOUIS 35,326 SO FT OR 0.81 ACRES
STORM SEWER. SYSTEM OF STORM WATER INLETS AND PIPES SHALL BE INSTALLED IN THE SUBDIVISION WITH PERMANENT STORM
WATER EASEMENTS AS SHOWN ON PLAT.
COMPLETE PLAN AND PROFILE ROAD DESIGN SHALL BE PREPARED AND SUBMITTED TO NCDOT FOR APPROVAL PROCEEDING
PRELIMINARY PLAT APPROVAL.
THREE -PARTY ENCROACHMENT AGREEMENT SHALL BE PREPARED AND SUBMITTED TO NCDOT FOR APPROVAL PROCEEDING
PRELIMINARY PLAT APPROVAL (ROAD AND UTILITIES ENCROACHMENT ON PUBLIC RIGHT OF WAY)
DRIVEWAY PERMIT SHALL BE SUBMITTED TO NCDOT FOR APPROVAL PROCEEDING PRELIMINARY PLAT APPROVAL.
IT IS PROPOSED TO INSTALL 6" AND 2" WATER LINE AND SERVICES IN THE SUBDIVISION. PLAN SHOWS PRELIMINARY LOCATION OF
WATER LINE 4' FROM BACK OF CURB RIGHT SIDE OF ROAD RIGHT OF WAY. SERVICES SHALL BE LOCATED JUST INSIDE RIGHT OF
WAY. WATER MAIN DESIGN WILL BE SUBMITTED TO HARNETT COUNTY AND STATE FOR APPROVAL PROCEEDING PRELIMINARY PLAT
APPROVAL.
LOCATION OF 2 FIRE HYDRANTS ARE SHOWN ON THE PLAT. FIRE HYDRANT LOCATION SHALL COVER SUBDIVISION WITHIN 500'
RADIUS. FIRE HYDRANTS SHALL BE LOCATED JUST INSIDE PUBLIC ROAD RIGHT OF WAY WITH 10 X5' ADDITIONAL EASEMENT BACK OF
HYDRANTS FOR MAINTENANCE PURPOSES.
SUBDMS/ON S GV AND STREET LIGHTING
STREET LIGHTS. SHOWN ON PLAT. MAXIMUM SPACING BETWEEN STREET LIGHTS IS 300'
SUBDIVISION SIGN. EASEMENTS FOR SIGN AT THE ENTRANCE OF SUBDIVISION ARE SHOWN ON PLAT.
SIGNS SHALL BE INSTALLED AS PER HARNETT COUNTY SUBDIVISION AND ZONING ORDNANCES.
DUKE PROGRESS POWER
DUKE PROGRESS COMPANY SHALL PROVIDING POWER FOR THE PROPOSED SUBDIVISION. THE POWER COMPANY SHALL BE
CONTACTED TO DESIGN POWER LINES, STREET LIGHTS, SIGN LIGHTS. ALL POWER LINES SHALL BE UNDERGROUND. EASEMENTS
SHALL BE PROVIDED FOR POWER TRANSFORMERS.
SOIL INVES77GA7M ENVIRONMENTAL AND SOIL REPORT
SOIL INVESTIGATION FOR ROAD CONSTRUCTION AND WETLAND HAS BEEN CONDUCTED ON THE PROPERTY. ATTACHED AND AS A PART
OF THE SUBMITTAL IS A PDF COPY OF THE SOIL REPORT. WETLAND AND INTERMITTEN STREAM ARE NOT IMPACTED. THEY ARE LEFT
IN OPEN SPACE.
THERE IS NO FLOOD PLAIN DEPICTED & NOTED ON THE PROPERTY PER FEMA CID 370328 PANEL 9568 K, DATED OCTOBER 3,
2006.
THERE IS NO WATERSHED DISTRICT NOTED ON THE PROPERTY.
SUBDMS/ON HOME OWNERS ASSOC/ATm
HOME OWNERS ASSOCIATION SHALL BE FORMED. ASSOCIATION BYLAWS SHALL BE PREPARED AND SUBMITTED TO HARNETT COUNTY
FOR APPROVAL PROCEEDING PRELIMINARY PLAT APPROVAL AND BEFORE FINAL PLAT APPROVAL.
HOME OWNERS ASSOCIATION SHALL BE RESPONSIBLE, AMONG OTHERS, FOR MAINTAINING SIDEWALK, DESIGNATED OPEN SPACE AND
STREETSCAPE AND SUBDIVISION SIGNS. HOME OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MONTHLY RATE POWER PAYMENT
FOR STREET LIGHTS AND SIGN LIGHTING.
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P `
e'��•;;'G11�i�fv� � is
SDR-21
2" PVC WM
TO CUL-DE-SAC
9/04/2019
50' R/W
25
6' 10' Ir 10' 6'
-27.--27. 2 - 27,--
3.5' MIN. MIN.
WA TERLINE
(TYPICAL)
FH SDR-21
2"GV 6"GV 6" PVC WM
44
2"GV
6"x6"x6" TEE
WITH 2" CAP
SDR-21
2" PVC WM
TO RED PINE CT
WATER LAYOUT
AT INTERSECTID�
7' UTILITIES AND
SIDEWALK
EASEMENT
I
_4. 1 4: 1
2" SURFACE 8" ABC
COURSE S9.5C STONE WATERLINE
(TYPICAL)
TYPICAL SECTION
WATER METER/FIRE
HYDRANT PLACEMENT
SEE STANDARD DETAIL
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DATE.
04.01.17
SCALE.
1 "=80,
DESIGNED:
SWB
CHECKED:
SW8
DRAWN:
SWJ
APPROVED:
IDG LLC
SHEET:
2
7
of
CAD FILE:
CAMERON
PROJECT NO:
2019.02