SW6221102_Plansheet C-02 & C-03 - Site Plan_20221128

PROPOSED USE: OPEN SPACE:
SINGLE-FAMILY DETACHED DWELLINGS TOTAL TRACT SIZE: 91.286 AC ENGINEERS:
STREET SETBACKS TOTAL PROPERTY SF: 3,976,418.16 SF D&L ENGINEERING, PLLC
A) FRONT YARD SETBACK: 30 FT OPEN SPACE REQUIRED: 397,641.82 SF (107150 S. PAGE STREET
} ry SOUTHERN PINES, ET 28387
B) SIDE YARD SETBACK: 10 FT OPEN SPACE PROVIDED: 796,348.99 SF / 18.282 AC (207)
C) REAR YARD SETBACK: 25 FT [phone]
GENERAL INFORMATION: SURVEYOR:
PROPERTY INFORMATION:
PROPERTY 91.286 ACRES SOIL DATA: 409 CHICAGO DRIVE, SUITE 112
PROPOSED 129 LOTS FORT BRAGG FAYETTEVILLE, NC 28306
MUIARY
PROPERTY ZONED R20 TAKE FROM NATIONAL COOPERATIVE SOIL SURVEY of a RESERVATION 910-426-6777
SMALLEST LOT 20,000 SF SOIL CLASSIFICATION: q9' 40
OPEN SPACE REQUIRED 9.12 AC (107.) OWNER:
OPEN SPACE PROVIDED CAB CANDOR SAND, 1 TO 8 PERCENT SLOPES 5• CONCRETE 04
14.413 AC (15.787.) VAB VAUCLUSE-LOAMY SAND, 2 TO 8 PERCENT SLOPES �� RAMPSWITHDICW a% �� ASHLEY HEIGHTS, LLC
BAB BLANEY LOAMNY SAND, 2 TO 8 PERCENT SLOPES cm.) 2919 BREEZEWOOD AVENUE
ROADS ASHLEY HEIGHTS DRIVE 2935 LF �'�FAYETTEVILLE, NC 28301
°� � 910-302-3608
HOLDEN LANE 1830 LF
WOMBLE DRIVE 1588 LF STREAM DATA: 2°' 's
.PIN 584880001009
SEAFORD LANE 710 LF vo�o°° �� PIN 584980001002
HARDISTER WAY 356 LF QUEWHIFFLE CREEK, 14-2-14 z°•
STREAM CLASS: C
WATER MAINS RIVER BASIN: LUMBER N
6" PVC WATER MAIN = 7,029 LF SITE IS NOT IN A FEMA FLOOD PLAIN PER FIRM PANEL �, yF \1$ vo%o'e �
2" PVC WATER MAIN = 574 LF MAP NO. 3710MBOOJ - DATE: 10/17/06 �� 9titis 1-01�1 PROPOSED FIRE HYDRANT OW.)
ZONING AREA: 6 'polo.° �
.� 'polo., ., PROPOSED 2• Know what's below
ZONING: R-20 v a10A , WATER MAIN 61 Cell before you dig.
IMPERVIOUS AREA: *'� v°� �' Or Call 00$282-7411
ep
TOTAL TRACT. 91.286 ACRES ,6,
0`'� 35% IMPERVIOUS = 31.95 ACRES V°t o cO� '>3
35% IMPERVIOUS = 1,391,746.36 SF PROPOSED 22' ASPHALT �• `' � ,cc e
ROADWAY WITH 24• CONCRETE WILLIAM J DAWSON ryo PROPOSED ry° �*W,°
TOTAL ROADWAY IMPERVIOUS = 207,202 SF ROLL TYPE CURB AND GUTTER ��6� p� g� yE PROPOSED :r WATER MAIN 1518447990001D003 c s Amcw—PPROVED y FORT BRAGG
TOTAL CONCRETE SIDEWALK IMPERVIOUS = 34,996.68 SF �'� 1147-1 R20 ?i ce STOP SIGN ae� MtLitARY
RESERVATION Z
TOTAL IMPERVIOUS ROADWAY AND SIDEWALKS = 242.199 SF �` PROPosED 2• 'sa �� (IYP.) pcs, c
WATER MAINOD
MAXIMUM IMPERVIOUS AREA PER LOT = 4000 SF/LOT ado �/ ��• �'�.
PROPOSED 6• WATER MAIN
/ 129 LOTS X 4000 SF LOT = 516,000 SF
JAME'S B WOMBLE ,13 'S� �` �i �) PROPOSED s' �•� N
TOTAL PROJECT IMPERVIOUS AREA = 758,199 SF 564s9oaoto29 ` �o �� cue wATTR MAN y p� 0
TOTAL PROJECT IMPERVIOUS AREA = 19.07 19% DEED: N/A gti ,6 ?o , �� `�' `'tio• ��
ZONING: R20 �116 r' .� H. O �� O°° c O�,B vpi �p oG a
o e J+,� 2°•
4WILSO0 WOOD ?v roS,� ?O"p, ya• �1*4 HANDICAP RAMPS SIDEWALK WITH to 4
&W-7s7 ��° d '`�o'g `Aoap"
1 ? 3� �.'. PROPOSED 6` a ZONING R20 `�•Gbo�9 sx' abm
V y 90 c of
WATER MAIN � � vo � � ?Oct'?D � � TOHANDICAP
.y`9 °�°" �. NiwPRoveD O �o, ��`� �o�O� „^ ��°•
2
�4 o� 5' CONCRETESIDEW(tYP) SIGN RAMPS ow.)
HANDICAPP RAMPS �� QK WITH°� �$ ° g ry°� � 5
s� 1�
Li a/j A ry 5
� „* �o y 5' CONCRETE ,, 1� ,
`PROPOSED 2' r'O� J'i� o� $� v `o SIDE AI �H " `t' vp(
�6, WATER MvN �d ta, w'1° ° `'�6 RAMPS (•) cps re4;' 11,54.2.206. 616 SF ``�aa ti°• `
lop
?q ,
L92 ?o A ROADWAY WITH 2r CONCRETE
ROLL TYPE CURB AND GUTTER o S $ PROPOSED 6•
9 Vpc ao r ?O�'?s oo�?o
�
r''�r' TO '� '�• p .n.-
OPEN SPACE
181.441.76 SF
W CONCRETE
g0 e�c % t SIDEWALKPWITH
PROPOSED NCDOT ��
N�RN�AROUND� ti 2, /\ `� POD, Nod $ V cN (TrP.) ee
t432 •OPENa� `°zo•°°�
L431 C66 C65 �i� WATER MAIN 00 SF 2ov1 2a ��Oa Yj p�
C64 '
FUTURE NCDOT R/W Csg OP° 5F `sir ?�T h^o No 8p, o PROPOSED 6' 0
c3o o �� . $ m� c� o ��n WATER MAIN
FUTURE NCOOT R/W ' tt 29 /� o oc�ro Oo'gr �3
�a p /PN DOT ?OPOSED°� `dry F,44 PROPOSED 6*
WATER ✓MAIN
APPROVED
$m
?�� by 4 �� �
v0� °99 ?o l F, o 000 ` �2 PROPOSED 22' ASPHALT
s�� p,`�• 'C t7d �`ry Q� t �,o�� q g Nn �� �� RORO�wATYCREFE
PE CURB ANDNGUTTER
try v �C53 . e� SQT
PROPOSED
RESERVED FOR FUTURE La26L2q,
NCWr
DEVELOPFlAEM OC Z�y?
°'i a APPROVED
� t'� o �
557.164 SF '�?� c22 o5t IPA STOP SIGN
ry fn C �1g1') ASHLEY HEIGHTS, LLC
NCDDO'T�APPR �'o�+ '7i �' t FA 1YETTEVI CD BREEZEWO2830 VENUE
d O`b STOP SIGN (TYP.) 9.c `j+ 910-302-3608
R PIN 584880001009
IC PIN 584980001�2
tp
r0
f ti O
N P
FF FUTURE NCDOT R/W \\ C29
6
58488�0001015
MACK-SIMPSON° Csp Cz7 La26
O 1092-700 C61
�yP ZONING R20� 5' CONCRETE
y SIDEWAIX WITH WILWIM J DAWSON
may, FUTURE NCDOT R/W HANDICAP RPSYP.) 2828-5�29 140:'
ZONING: R20
WATER M�AIN AAPPRO D SS70PP SIGN
gBFRDFF
SCALE: 1" = 150'
150' 0 75' 150'
SYM. "®
,' �°
g�.
�� y
ANTHONY DIMAIO
584880001013
0 940-10"
.q� ZONING: R20
�j
DESCRIPTION
LESTER H DAVIS (50X)
LINDA DAWN (49%) DAVIS
KIRK MM DAVIS (IX)
584880001230
1306-853
ZONING R20
JOLLY GARDENER PRODUCT INC
5MS0001079
553-684
ZONING: R20
F.H. RANI FIRE
E)WNG 6"
WATER MAIN
Engineering
PLLC
150 S. Page Street • Southern Pines, NC 28387• [phone] e Cert. No. P-2587
VICINITY MAP
LEGEND
PROPOSED
WATER MAIN
—� PROPOSED
WATER METER
4- PROPOSED
FIRE HYDRANT
►� PROPOSED
GATE VALVE
PROPOSED
DRAINAGE PIPE
13 PROPOSED
CATCH BASIN
EXISTING WATER MAIN
EXISTING GRAVITY SEWER
PROPOSED CONCRETE SIDEWALK
3 DUKE POWER. LIGHT POLE
UTILITY IMPROVEMENTS SITE PLAN
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY NORTH CAROLINA FINAL DRAWINGS .
NOT RELEASED FOR CONSTRUCTION
AUG 2022
DATE
SHEET NO.