SW6220801_Plansheet - Proposed Conditions_Site Plan_20221026 (2)

STANDARD LEGEND
SR 1229
�299 *SITE
SR 1244 s r's, r'`s' cS�
Loll
VICINITY MAP
(NTS)
SURVEY NOTATION
CP
COMPUTED POINT
EPK
EXISTING PK NAIL
EIP
EXISTING IRON PIPE
EIPD
EXISTING IRON PIPE DISTURBED
EIS
EXISTING IRON STAKE
ECMD
EXISTING CONCRETE MONUMENT DISTURBED
ECSD
EXISTING COTTON SPINDLE DISTURBED
ISS
IRON STAKE SET
R/W
RIGHT-OF-WAY
,
/
/
,
/
,
,
/
C `
wM WATER METER 11<1
1, GRAPHIC SCALE
FH - FIRE HYDRANT 30,
�O \-"�R \ < C P 120 0 60 120 240 480
CP - CABLE PEDESTAL <" . 1\0 L- 1 0
TP - TELEPHONE PEDESTAL
EB - ELEC TRIC BOX ��� CP �P
FO FIBER OPTIC iq IN I'I'�11'OHPL - 0 ERHEAD POWER LINEI�? ; `1 1 n c 1 = 120 f L
R/W RIGHT OF WAY 11; ; `\ 9�S 1� CP \� L-15
` �_ 14 SURVEY FURNISHED BY:
0 C.L. CENTERLINE � ' ' � � BENTON W. DEWAR AND ASSOCIATES
o UP - UTILITY POLE � ; '; �, ��`� _ __, � • ` 9. C P � �'`� L-1 6
PROPERTY LINE o i �, ``� 11 \ J,� 1 /
EIPD - EXISTING IRON PIPE DISTURBED y`°19 '; '`, �, C I L- 1 7 PROFESSIONAL LAND SURVEYOR
EIP - EXISTING IRON PIPE
ECSD - EXISTING COTTON SPINDLE DISTURBED i 0y CP CL-1 8 5920 HONEYCUTT ROAD
P
EPK - EXISTING PK NAIL � i ;� 1.27 AC , �,(Of�. � \ CP
EIS - EXISTING IRON STAKE SENTER FAMILY 55336 SF // \\ i \ CP ��/ HOLLY SPRINGS, NC 2'7540
REAL ESTATE LLC OPEN SPACE ,7 0.90 AC i / /�`` `\
DB 1876 PG 256 �1)5 1.33 AC 1y`O ,�' 39145 SF �� ; / , �/g�`\ I C P I, P H . # (919) 5 5 2 - 9 813
MAP# 2003 PG 351 57968 SF FAX # (91 9) 5 5 7 - 2 2 5 5
/o C P22
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32059 SF !`�\`b� 1869181 SF \ J / E I S
CP
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/ o / / , ' \ 25216 SF.' i / \ \ �. `\\ �`. - / L ' / d3�p L�2 20'59 "EW
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ZONING: CONS
FERRELL ADKINSON Jr ` ` ' / \ ` 32 ` \ 0 \ /. 0.59OAC / v
RHONDA LLOYD :W , 0.83 0\ 8 X2 TEE ` \ \ - > g`
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c� �--L2�_ __ ,\ \ O / � MAP # 2008 PG 970
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BLOWOFF / Q \\ \ ` / I 1 r.� 2 \ v I I n
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\'`r o P� I I I I -- 21�.25' / / ti o5O P i (EROSION ONTROL PLAN
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S MBLY I I I I I 5 25380 SF e / AL 59 C2.2 GRADING DRAlNAG-E -A•N_D ___--
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5785 SF '� I 38 I , I _ 26245 SF < \ / `
/ \ I 1 1 I I _ re / ,-6X2 REDUCER C3.0 (PLAN/PR _=�NJL01�_DJ3_____________.
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\ j , <NEW 3 4" WATER I I 0. AC I I 0. C I , 2 -7��.s , C3.1 PLAN PR FILE - SHILOH DR.
NEW 8"X8" TEE �� ?1' \ i �' `` \ VICE TYP. 37 i i 30788 SF I I I I 0. AC m I I I ,� �' NEW,FF1 6Q \\ \\ -' g4 / `\ 2 /
W/2-8" GV'S �. \ \ , \ /' \ \ I I 32087 SF I I 29181 I AC , r------------ , T: d L� ASSEMBLY
DEVELOPER INFORMATION
BS LAND, LLC
466 STANCIL RD.
ANGIER, NC 27501
PIN #0539-55-0147.000
BOOK 098E, PG 361
PIN#0539-55-8025.000
BOOK 098E, PG 361
PIN# 0539-64-9555.000
DEED BOOK 1178, PAGE 903
ZONED: RA-30 / CONS
MIN. LOT SIZE: 25,000 SF
LAND USE: AGRICULTURAL
LAND USE CLASSIFICATION:
AGRICULTURAL & RURAL RESIDENTIAL
& ENVIRONMENTALLY SENSITIVE
IN
TOTAL LOTS: 89 Lots
MA
TOTAL AREA: 120.81 Acres
EX
SETBACKS:
EX
FRONT - 35'
SIDE - 10'
REAR - 25'
CORNER - 20'
FLOOD INFORMATION - ZONE X
FIRM PANEL#3720052800J, DATED 10/03/2006
STREET DATA:
SHILOH: 1581 LF
HOLLY GROVE: 261 LF
NEW BETHEL: 278 LF
COHARIE: 2213 LF
LUMBEE: 567 LF
CHERAW: 500 LF
WACCAMAW: 354 LF
PUBLIC WATER IS AVAILABLE
LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS
PROPERTY IS NOT LOCATED IN WS-IV WATERSHED DISTRICT
PROPERTY LIES WITHIN ONE MILE OF A VOLUNTARY AGRICULT
DISTRICT
STREETSCAPE BUFFERS AND DRAINAGE EASEMENTS ARE TO B
MAINTAINED BY INDIVIDUAL LOT OWNERS
�, \ / �, \SAC ,oT I 1 2s,44 S I `\ 0.77 AC / C4.0 LAN t FILE - HOLLY GROVE LN.
., `C a / 40647 SF I 1 I I I 1 / / \ / /
I I I O I I �I I .� \
\ . 87 ` \ I I I I I I "' I I 1 I (�' I I ao I / / .� `\ 33633 SF ��/ "� \\
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I I , fXj Q 64 `
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25481 SF > \
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\ - 10' U LITY EASEgNT---___� I I I / �' / 0.6 C o/
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�\ �. -I0aO`--7g-3�- ,? f 7 _ ______; 27376 SF I / o.59'Ac 27697 SF /r / C5.1 LAN/PR FILE - COHARIE DR.
; • • • - --152.57` - - - - ------------� , 25891 SF I 2 NEW 2"
,�� -... _ . ". _ - 754 a'- - - -�'�---------------------- 6 �c--onF ,----'' --'- C 6.0 LAN PR FILE - L U M B E E L N .
-..
_ _ - - - ASSEMBLY _47-1'
,-NEW FH �0?J - p�� - rg - - 1�82 - - - 25446 SF ''',, \
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0.60 ACASSEid� Y
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-6"Gu I I I , , I I r-----ASSEUPL -- H E RA L N.
` I , I I I I I I -
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�\ '� 0.84 AC I I 83 I I 82 I I I I f s"xs E ____�A I -,eoa_ _�� q ATE MAIN EXTENSION
1 , I I O I I I ._6"X6,. CROSS_ '• \/ \
\/ 36584 SF 0.68 AC i 0.59 AC i i I I 81 i l l i I I I I I I I I i 3-6"GV r------- r-- ASSF1y1B Y �S 3\ \ 65
0.59 AC I O I 1 I , >, C8.1 WATE MAIN EXTENSION
\C 1 29631 SF � I I 11: I I I I I I I I
I� /o' I vo 125667 SF , 25637 SF qi I I h 80 I I I I 1 , , "X2" ER\� �,'\ \ , i,
I 353 AC , 79 I , I I 1 14 c C8.2 WATE MAIN EXTENSION
126353 SF 1 0.60 AC I Z I z 78 � 77 I �I I i ' �' I ' i I i --� r'' \ \ 143454 SF ��
25928 SF I , 0.76 AC 1 �, 0.58 AC , , I IA 0.58 AC I I , , I I ,-6"X2" REDU,C \ \ e ' C8.3 $ WATE MAIN EXTENSION
,75176 SF i 1 25180 SF I I 0.66 AC ;, I 0.71 ' I 25459 SF I , I I ,, 1-2"GV 1 1 \ \ 0'
I I I I I I I I I ----- ------ I I I I 1 1 \ \O I r rrj
128814 SF '31072 I \I& d
STALL NEW 8" PVC WATER \ \ �s \ 1 I I ; ; I I ; ; ; ' ' I ' I I I ---- --- ' ; ' '
`�. V I I i }89 G __�
\ Nq� \
QS\�F 11; DBA32136 COX
267
IN FROM NEW 8"X8" TEE TO \ \ \------- L-----------� L--------J L-------- J --- I I I ' ' ' ' L---- I I I I ( -
8" WATER MAIN STUB & \ \ 104.5' 130.4' ----- J I I- _ 71 69 I I C9.2 QETLS #
-------� �_ I I I �' i O i I I 68 I l I 1 \ \Np \1 C91 MAP 2013 PG 85
100.0' 100.0' 69.2' 29.3' ------� �___ __� 03 r--- - I I o I 0.62 AC ' i' 0.76 AC C�E LS
BLOWOFF ASSEMBLY EIS N 88°38'54"W , 103.0' 100.0' ---- I 0.58 AC I LO , I I , , 66
\ \ 504.09' / 100.0, 114.4' LO i V 25463 SF I � 1 27000 SF I I 33151 SF , , 67 , \ \ \ \ \ ,�
/ EIP N 8 � I 1 1. Ac ; C9.3 UETMLS
446.6 % yr �t ' `' ALL--- 3L-----� L_ , I i I 4 927 SF 11 I; 81447 SF \ \ \ \ \ 11
CHARLES & KIMBERLEY MOORS !--- ____��@0�_J
/ 0.58 AC -----
\ DB 3170 PG 607 CHARLES & KIMBERLEY MOORS 25321 SF j \ \\ ----� I i ( i i \ ` 'I
DB 3170 PG 607 i - \ I ' i i i i \ \ \ '
NCDOT NOTES: \\ \`- PC # F SLIDE 406 0_ / r ,-' ` \ I `------- L__________J L____----------------- -----� \--------,
1. ALL INTERNAL INTERSECTIONS REQUIRE A MINIMUM RAD S F.`25'. o-', \ 72 I 100.0' 167 2' 454.2' \ \ 107.7
2. A MINIMUM CENTERLINE RADIUS OF 310' IS REQUIRED. \ rj I r 1 0.84 AC
3::I
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HA R TT \ \- �N I I I� 36610 SF I I 00
o
COUNTY AND NCDOT STANDARDS - 2 i 0'Tl
,/ 74 NEW 2"
NOTE \ \-- �', f 1.04 AC BLO FF - / F �\FM I o
1. HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR \ NEW FH CERTIFICATION OF OWNERSHIP AND DEDICATION - / 45335 SF ASSEM L
__
MAINTENANCE OF OPEN SPACE & MAIL KIOSK. 8" ASSEMBLY
2. 20' PAVEMENT IS THE MINIMUM LANE WIDTH NOT INCLUDING � I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRZB�B__,,`-` t,-``\ ,�• � 73 � 1�
CURBING HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY,
3. STREET LIGHTS SHALL BE SPACED NO MORE THAN 300' APART PER
NORTH CAROLINA AND THAT I HERE ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE / / 1.17 AC
\ - - I
CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS, E N Cc� �' 50768 SF
HARNETT COUNTY LIDO. \ 22p
m EYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE • 1y
4. FIRE HYDRANTS SHALL BE LOCATED IN SUCH A MANNER THAT NO °iT LWS �S`33•
A NOTED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER 3/ 13"W I
PRIMARY STRUCTURE IS FURTHER THAN 500 FEET FROM A 0.
URAL HYDRANT. THE DISTANCE BETWEEN HYDRANTS SHALL BE \.\ \ INES TO THE COUNTY OF HARNETT. 94 I 333.4
MEASURED ALONG STREET CENTERLINES. THERE SHALL BE AT 1--�
LEAST ONE FIRE HYDRANT AT EACH INTERSECTION. WHEN i
MARGIE COX
RESIDENTIAL INTERSECTIONS ARE LESS THAN 700 FEET APART A \
D �'' OWNER DB 3236 PG 267 / 1
E HYDRANT IS NOT REQUIRED BETWEEN THE INTERSECTIONS. \ \ MAP# 2013 PG 85
5. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT & PRIVATE. \
THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE
THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. I
6. HOLDER (SR 1253) IS ON THE NCDOT THOROUGHFARE PLAN AS A I F� E CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN N 75.28,
IMPERVIOUS AREA CALCULATIONS:
TRACT AREA: 5,262,484 SF
LOCAL ROAD.
GR' RELIMIN ARY APPROVAL BY THE HARNETT COUNTY
5/ "W
SURFACE WATER AREA: 10,524 SF
7. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER
DEVEU P T RERIVIEW BOARD PURSUANT TO THE REGULATIONS S•EI,, f
CAPACITY OR WASTEWATER CAPACITY. CURRENT/FUTURE
'��
FOR B� -9 EBBING, ENVIRONMENTAL HEALTH, FIRE MARSHAL,
TRACT AREA - SURFACE WATER AREA: 5,251,960 SF
CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY
�'���_,
IMPERVIOUS AREA ALLOWED: 24% MAX (LOW DENSITY)
REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER
PLANN11 , A UBLIC UTILITIES OF HARNETT COUNTY, INC,SUBJECT TO /
�'���,
WALTER STANLEY
5,251,960 SF X 0.24=1,260,470 SF MAXIMUM ALLOWABLE IMPERVIOUS
AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND
RECORD TH ARNETT COUNTY OFFICE OF REGISTER OF f
DB 3236 PG 263
WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT,
DEEDS WI T Y DAYS OF THE DATE BELOW.
MAP# 2013 PG 85
IMPERVIOUS AREA DESIGN
CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL
\ r
EN @
T
SF ASPHALT
8. SIGN WILL BE PLACED MINIMUM 20' FROM INTERSECTION R/W. A
\
979,000
979,000 SF(11,000SF/LOT X 89 LOTS)
SEPARATE PERMIT WILL BE REQUIRED PRIOR TO CONSTRUCTION
LWS
1,123,170 SF TOTAL IMPERVIOUS BY DESIGN (21.3%)
DEVELOPMENT'R VI OARD CHAIRMAN DATE
SEAL
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