NCC214509_Site Plan or Location Map_20210809

PIN# 9824-74-5328 & 9824-73-6163
POND \ �� I p' 7,225 SF �____- +- BOWMAN RO D S.R
\ 0.19 S AC F 0.17 AC _ SITE INFORMATION & NOTES:
\ / o.1s I J eve - - -- (60' PUBLIC /W) c�
V oC Mod - __ --- -- ry 1„EIP d
_ - _ - A 42914 o COUNTY: ORANGE COUNTY, CITY OF MEBANE
L . 9266' - _ • �_'� ' ' 7+p0+. - NCDOT _- - 9'°s PIN# 9824-74-5328 & 9824-73-6163 V
HI-VISIBILITY -- A2,98' AUDAi C
��•-_. A5,6i DEED REF: BK: 6621 PG: 294 '//r��
12,.56 6+00 >�CROSSWALK A55MS S.
Go A55.70 I ZONING CODE:
ENTRANCE FEATURES: R-12 (CONDITIONAL) �J
A6383
-.., ,::.••� - -1 r I ADJACENT ZONES: 0/RM (NORTH) // AR (ALL OTHER ADJ PROPERTIES) E 0
•� \• . . __•�--: ,,..,:: _ GROUND MOUNTED
_'�-• __---'- - SUBDIVISION NAME I I I SIZE: 68.64 ACRES (2,989,841 SF) BY SURVEY
--
__ MARKER WITH I I s3 RIVER BASIN: CAPE FEAR RIVER BASIN
_ � (_�.:.:.°• --- - _ ---- __ ---- � 36•N I• . PROMINENT11,855 /� •
:E IN _ .• 3+°° __--- __ 55DC _ R �_ LANDSCAPING I I s4 sl 0. 7ACF I RECEIVING WATER COURSE: HAW CREEK (WS-V; NSW) �L
101, O . • -��'.: ..•. _ __- 5D"9T 5so6 - ' ' �j, 1 1 7,662 SF I SOILS: Ch - CHEWACLA - GROUP C p
TREE �! `' ' �2+00 PRIVATE COMMON o= I I 5sI ss I I `,g
0.18 AC 5' CONCRETE EnB - ENON - GROUP C ^, U
-' - _ - OPEN SPACE vI s7 10I I 7,508 SF I j SIDEWALK (TYP.) GeB & GeC - GEORGEVILLE - GROUP B W (j
7,409 SF 0.17 AC i y--
1+00 � � - - •• � 5,050 SF I I �o •: �'• �I s8 \ � 7,622 SF 0.17 AC � � I LOT 5D HrB & HrC - HERNDON - GROUP B
0.12 AC s9 I 7,388 SF 0.17 AC
9824-83-2983 HwB - HIWASSEE - GROUP B -
0+00 �'"� Q N _ . . �' �' - - - - -� 10' STREET TREE I I s n I 7,855 SF 0.17 AC \ I I �66, A3' 5 ELSIE L HUNTER FEMA: MAP PANEL #3710982400L EFFECTIVE 11/17/2017
o+p0 �6,, ✓r . -�° o - _ = =. •�: & BUFFER EASE. I so �o 0.18 AC I \ / -:,��• O I ZONE: AR (OC) ()
, USE. VACANT CURRENT USE: SINGLE FAMILY RESIDENTIAL VACANT
I 6t I `z I \ 0 227 AC I /
___-- L • • •' .. � • • ..� "1 I I `$ 7,855 SF � � . . - . . io?o/ � 4-
AC- •• I I s2 �I o.18 - . . - - - '' - -µ°. A,zzs I PROPOSED USE: 177 UNIT CLUSTER SUBDIVISION rmzt
7,200 SF 5,.W Y+ \ \ I
N I I I I 7,2000 SF 0.17 AC I ��• _ • ��' pA�� =yL2 - .••,••:• . -'"'' R40.5' R501 ..0_ W R-12 DENSITY: 3.63 UNITS ACRE 249 UNITS O CV IJ"I
65 gl 64 I 0.17 AC I I 9Jrt\'' -,04D 5'� A55 9+00 9+:a 1= _ . rn R-12 LOT SIZE: 12,000 SF MIN MAX.)) 'i N p � C?
7,20o sF I. '\
Z 10'X70' SIGHT_ o I \ \ \ 7,200 SF I I �_ / " - 0 I UA CLUSTER R-12 MIN. LOT SIZE: 7,200 SF MIN a) c) � MO
o TRIANGLE (TYP) I s8 I O \ 66 7,200 SF 0.17 AC I I \� p� 1 y 17+00 R5�0.0'� + .. Cl FRONT YARD SETBACK (REQUESTED) 20' MINIMUM y--
t o 7,805 SF 67 7,200 SF 0.17 AC _ . . 45.66' �� �3 (n N Ln O
CD
_+ I I I ►� _ SE S2 - w.od _ J I I SIDE YARD SETBACK (REQUESTED): 5' MINIMUM ^, CV
CN O I I I I 0.18 AC I 7,200 SF 0.17 AC L� sSDD _ pHA o 6+00� A4,2i n.e6' 3B� �Jy st W Y
_o I 0177 SI I 0.17 AC \ I I I _ o� - A,:AB' - - - - - - - - ?• / • - SIDE CORNER SETBACK (REQUESTED): 10' MINIMUM U C)
J I I I I �_ CpUR °� - -�� 5� _ - 0.17 AC REAR YARD SETBACK (REQUESTED): 20' MINIMUM U Z
- :••r• + A5,03' 7,242 SF I TEMPORARY DIVERSION. r r
D&°D T J I RE DIRECT PHASE S2
I _ 5506 COMNIODIT 1C R/W) 55.� _ I RUNOFF AND OFFSITE PARKING REQUIREMENT: (D . .
r
PHASE S1A L �- I L- - 55D° -' o_�,a 00-(50' PUBS = - , I STORM WATER TO - i > (i� � _
I I 42SI . ...., " list p _ - S PER HOME
_ o - _ • • I I I I I 177 EACH 3 BEDROOM HOMES Ca? 2 5 SPACE �
O - r �p STRUCTURE C11 2 TOTAL REQUIRED SPACES 437 5 SPACES
%Z. 53'pd p REMOVE DIVERSION C t O x
,S.Dr .�• =58.� .ti..•` '' 13+00 so $ EACH LOT WILL HAVE PARKING FOR 3 VEHICLES IN DRIVEWAY & GARAGES U �
7,200 SF <'•' - _ _Wed - I I 82 83 $ I 7200 SF �O I UPON EXTENSION OF W J R 0- LL W
t2+11 I I I I o STORM SYSTEM TO
0.17 _ � _ - - I 61 s. 0.,7 LANDSCAPE & BUFFERING:
10' UTILITY I I I _ 11+00 �ar II O $ 7,426 SF I 7,774 SF ± ;. I I I I STRUCTURE C8.9. PERIMETER BUFFERS - NOT REQUIRED FOR PROPOSED USE CLASS 3
7,854 SF 0.17 AC 0.18 AC 1Q30.91'
,sa9r 10+00 a• --Rsao.o•�- 5sD9'� _ _ I 80 ys I
EASEMENT (TYP.) I o T 55.E - - -PRIVATE COMMON I I 7s I $I. 7 205 SF I o.18 AC I STREETSCAPE - 20' WIDE (1 CANOPY PER 40 LF OF STREETSCAPE + 1 UNDERSTORY
I 2ZSS _ OPEN SPACE I 78 $I I PER 20 LF // SHRUBS ONLY IN SANITARY SEWER EASEMENT), STREETSCAPES WILL It
- 2,620 SF I I I O I 7,205 SF 0.17 AC I I I I I I I INCORPORATE A LANDSCAPE BERM TO REDUCE VISUAL IMPACT TO NCDOT ROADS p[
O I N =297 I '. co
47.BY 165' A498i
' y 77 $ 6205 SF 0.17 AC 49 $ w CV
10.06 AC I 7s I a I N
CD 7,200 SF I = /`"��' - - - ' ' - 7,205 SIF 0.17 AC _ a s- LLB
C 1�1 r- ,20 SI -�/` I 7.5 $ - • - . . - • 7,200 SF AREA OF DISTURBANCE: 787,389 SF (17.39 ACRES) Z
�o 0 I I 2/ I �I I 7,205 SF 0.17 AC I I 1� - - •• - • Boar I. I I 0.17 AC � I � �
In -7 O t- X� 56.69•
�-O 6-yQ o 170•91' I I Y•� I I I ,,, :I 74 I $• 7,205 SF 0.17 AC I I \� '9,� isn 37.3T '[I ,sD.9,• 5' CONCRETE SURVEY DATA SUPPLIED BY R.S. JONES & ASSOCIATES INC. & SUPPLEMENTED WITH
y� Rt�O z I o r _ I I I 73 I $ 7,205 SF 0.17 AC I I _ . �� My3 ��� ��� I I I I SIDEWALK (TYP.) TOPOGRAPHY OBTAINED FROM NCDOT LIDAR. L.LI Z
2 G�O� I I I I \ 72 I 0.,7 AC I _ . a.5t ■ -1 J
Z y n1 69 70 7t $ 7,205 SF ,346 ■ ■' -1
����zr1?-1 $ O I $ I O O O I 0.17 AC I - - 4'S' 0 48 $ 1/2"EIP ALL PRESERVED TREES AND STREAM BUFFERS ARE TO BE PROTECTED VIA TREE PROTECTION _
$ 7,205 SIF aw r,7 rn $ I$ 8,482 SF I ul 7,721 SF WI I I - q.5, ■■ r 1 I I o •t I O I FENCING. NO LAND DISTURBANCE ALLOWED IN PROTECTED AREAS OTHER THAN WHAT U
7,20o SF I I $ 7,392 SF 0.17 AC I I _ _ I 1 \ I �� $ I 7,200 SIF I IS REQUIRED FOR WALKING TRAILS & DOG PARK. ORANGE COUNTY EROSION CONTROL z O
0.19 AC 0.18 AC 3Av ■■ J
0.17 AC � 4sa
0.17 AC I l \� - -� �.�• s I 0.17 AC I J PLAN REVIEW AND PERMIT REQUIRED PRIOR TO LAND DISTURBANCE.
�Z I I
c 309' a °°° PRIVATE COMMON _ ,a46 "'� ■' _ 84 130.91'
O~m a -+ l OPEN SPACE 1�- - .,.5c ■� I 86 85 $ O 2
n7 z Z O C r I \ I \� .5a+a� ■ I I 8 yI O ql O 4I 7,774 SF
z �m�n I I I 5• 460 SF \ _ _ �' +�48' �• I I I O 7,752 SIF I 7,296 SF I 0.18 AC I :.� I I ALL PRIVATE COMMON OPEN SPACE INCLUDING STORM WATER CONTROL MEASURES, PONDS,
■ I 0.17 AC 47 I" DRAINAGE SWALES WITH PRIVATE EASEMENTS, STREETSCAPE, AND OTHER COMMON
p m O 3L 0.01 AC _ 4646' �. 88 $ 7,336 SF 0.18 AC 8
7,20o SF I I$ MAIL KIOSK. - . - . . - . . - +6�' ■■• �■ I I 89 I 7,20 SF I ! 6.17 AC \ I I :�a 7,200 SF ELEMENTS ARE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION TO OWN AND
0.,7 AC I aoo saw 5,.36 ,4. ,3,9 / � I I I I I - MAINTAIN.
90 I $ 7,205 SF 0.17 AC I /� I I 0.17 AC J 3/8"EIR
1 $ 0.17 AC R20.0'- I
. ��• ■ �RIVATE COMMON I I O I 7,205 SF I \ h ;! 1JDB1' CITY OF MEBANE PUBLIC WATER,SEWER AND INTERNAL STREETS, DESIGN AND INSTALLATION IN
PRIVATE COMMON OPEN SPACE I A 92 SI 7,205 SF 0.17 AC I _ - - . . - • - 7, ' ' "�` ACCORDANCE WITH CITY OF MEBANE STANDARDS, DETAILS AND SPECIFICATIONS.
OPEN SPACE r I cn 3,774 SF I 93 $I I 0.17 AC I I A1L7i 43 DD I
7,205 SF As423� - o
9,916 SF o c- 5' CONCRETE -
s I • h 0.09 AC 94 $I 0.17 AC I _ A2,3 R29.5' 4
0.23 AC O $ D SIDEWALK (TYP.) O I 7,205 SF I I \� �T 9 O $ 19-008-Bowman Road Subdivision revol D7 2o2t
$ Z 1 95 $ 0.17 AC _ -w0d 19+00 $
ii
7,200 SF I Co I I 96 �I O 7,205 SF I I - . • 18+00 _ - f I I 7,200 SF 1 Z
0.17 AC I r I 7 205 SF $ 7,205 SF I J 0.17 AC I _ 55.ou - 0.17 AC J g P g P g P
I I i-R qg0.� I I W Existing Bowman Proposed Bowman Existing Bowman Proposed Bowman Existing,Total Proposed,
13087 I$ 98 I 81 97 0.17 AC I 0.17 AC I I � = - _ s_ - 7+ - - 30•9,• jLri
Village(North) Village(North) Place(South) Place(South) Project Total Project
.Z) I I \ I 1- - ''•�": `•"•'•" "�00°'. -~• .""' I O o LOT 5B Land Area(total): 1,079,540 1,079,540 1,910,301 1,910,301 2,989,841 2,989,841
r I 9,084 SF 7,352 SF 6+00 LandArea(after
0.21 AC 0.17 AC - - - AO@D' _ ., I I I 9824-83-4652
N r 7 31.0' _ - �� RD � ABDai- - �' BENJAMIN R HARDY NCDOT 1,012,746 1,012,746 1,865,854 1,865,854 2,878,600 2,878,600 W
O $ I I I I _ GE W) _ "" - CITY OF MEBANE 4 O ' k
o $ 7,200 SF I 50.0' I L - _ - 5698 TILLA PUBLIC
R/ - - HANDICAP RAMP & $ I I 7,200 SIF I $ & KRISTY L HARDY
pUB a Impervious Area Q1i
uoo w - 50' _ r 1 0.17 AC I -� ZONE: AR (OC)
N I 0.17 AC I _ J _ . . - o 14+0 �- Y ,.;.,• 1 I CROSSING (TYP.) J D Roof(not on proposed lots) 2,751 2,500 0 0 2,751 2,500
6. I USE: VACANT
91. - PRIVATE COMMON r
A32� o o° MAIL SK I I I !
` P SPACE
,so.9,• II225,791
r S0•�• ,y6y A47.4r 00 _ ,•:+_ - OPEN SPA I Roadway 70,310 155,470 0 �1)
Fri I ` - - � _ I 1 g Parking/Driveway(existing) 0 0 7,178 0 7,178 0 r^
PHASE S1 B 2+00 PHASE S3 "� 0.149ACF \ I a ~I I I I I N Sidewalk 12,413 24,578 36,991 V L
o $ O I ,8 �- - 1 1 111 $I 112 I $ 113 $ 44 $ bo Total lot impervious 127,400 332,800 460,200 p
y $ 7,200 SF I 0 io _ io0 - -+R652.0� _ - I I I I O 7,774 SF $ I 7,200 SF I I:
I� I 0.17 AC I I ,a."':: "' = - �\ I I :I , I $ 110 17,200 SF I 0 105 AC 0.18 AC I I 0.17 AC Impervious per lot 49 lots @ 2,600 128 lots @ 2,600 177 lots @ 2,600
I I 108 09 0.17 AC I I I C�
3D.9, - I y g 7,200 SF cn o O
::•x oar••••: '' I „ $ 0.17 AC I o �� Pervious Area
PRIVATE COMMON 7 77 I 7,205 SIF _
r
7,205 SIF
: - . 1 II \ IO102 I�1 O3 I $I 1p4 I $II II$I I \ I\$I _ •• I ° I
36, �I ■I 7 99s I aI- �-• I �v�p I$8
TLandscaping
e a/s Other Pervious 11,,000192,,979456 1,800102,,714146 11,,885685,,867546 11,,835635,,080544 22,,886788,,660701 22,,815738,,61018
OPEN SPACE 6 0.17 AC O $ I TD TD 0 0 0. - - . $I . - . - .. - . . • . w.ar TD Protected Forest 7,205 SF 0.17 AC
, - �.
7,200 SF CITY OF MEBANE 0.12 AC 0.17 AC 27 3/8 EIR
0.17 AC � I
HANDICAP RAMP & 5 SF TEMPORARY DIVERSION.AC 7,20
o.17 AC X o O3 Total Impervious Area: 2,751 212,632 9,929 25,482
0°' CROSSING (TYP.) 7,205 SF < c REDIRECT PHASE S3 Total Impervious/ 0.27/ 21.00% 0.34/ 25.20%J 0.17 AC 7,20o SF RUNOFF AND OFFSITE SF 0
W
IG-1
r : S 7,148 SF I 0.17 AC I I - , _ 55.00 I I i I 0.17 AC J STORM WATER TO
■'■ I I I NCDOT Ri¢ht-of-Way 63,348 63,348 44,447 44,447 107,795 107,795
STRUCTURE C5.4.1 M �/•�
P 10 I I o I I 99 I al 100 I 101 0.16 AC I I _ .�� 9$0° �■■ ■ I= i3Ds, ' Roadway 21,025 36,370 11,462 26,032 32,487 62,402 C/L
8. $ I 7,362 SF I \ = ■ I I I I$ Sidewalk 0 7,264 0 126 0 7,390
7,200 SF $ ' 8,062 SF 7,658 SF 0.17 AC I 5yp° ■ I I 116 115 lt4
0.17 AC I 0.19 AC I 0.18 AC - I `I I
_ 550d ,N■ I 117 4 7,509 SF ul 7,205 SF I $ 7,774 SIF I I 50.0 O Total Impervious Area 21,025 43,634 11,462 26,158 32,487 69,792 �--I
,3a9,• •: 0 0 0 0 0 0 0
_ - Wad I I 118 �I I $ 6.17 AC 0.17 AC 0.18 AC 18 I 7,200 SIF I Total Impervious% 33.19% 68.88% 25.79% 58.85% 30.14% 64.75% r-I
4' 7,205 SF
i L_ • : _ _ _ _ • _ ' s�� 1.-■■ _ 7,205 SF I $ 0.17 AC I I I I 0.17 AC THE IMPERVIOUS AREA IS TO BE SHOWN ON EACH BUILDING PLAN AND RUNNING TOTAL IS TO
1j I I I 6�°' S' ■ I I 120 S 0.17 AC ;,�,s,•' J BE SUBMITTED WITH BUILDING PLANS. AVERAGE IS NOT TO EXCEED 2,600 SF/LOT FRO NORTH
IO12 I I I �I. - IIII Bola \\_I\ III . ■I=I'■ II I , I IIII I II IO 55• I III 121 . . -IIO °" I :I I 7,205 SIF
9824-62-6445 MOD' 0.17 AC
0.20 AC
6 -I -' . .'-�' .•. --10`°".'.•L_+.•//"�"ry` • o y: ,$II,I I I ;O431D.9,
'
I
AND SOUTH PHASES.
7,200 SF 7,205 SF
14-E-920 0.17 AC 0.17 AC SF 1DANIEL J. WILSON 12 $ 0.17 AC 4sD +
10' UTILITY EASEMEN-TII, 7,205 Ssae,
o
ZONE: AR (OC) $ 0.17 AC T 00SI 7,205 SF 017 USE: SIN. FAM. o 0.17 AC r SITE PLAN NOTES:
$ - 5 _ :0.17 AC 5.DD 10+00I 126 7OSF \ . _ +oo
$ $ - 55 -
p Y Y Y Y Y Y Y Y Y Y
rII .I I►� ' I - - - _ . _ -
•. --2 � _~` -�. - � I I I o
0.17 AC 1. THE SIDEWALK LOCATED IN THE NCDOT R/W27 IS TO MEET NCDOT REQUIREMENTS AND BE
7,200 SF O 8,235 SF0.17 AC 8742 S 8,594 SIF 0.19AC PLACED BEHIND CURB AND GUTTER OR
L L L L L L L L L L
_=-o1�-Z�(�7 Z�0 c��'t7-O--Z 1 1C-�o�Oz=0�,1�O2Z-I 1 Zo D� =I1 I - .S1S4..6 3-'-_• • III OIII 1 3-•+1•J5•• - • •r•IIIU III",/s-• • •'- ••aoIII II-'-�S. - • II1 I $I tIJI I
6.2I0 I Ag=AgI C2I_J\-\�I 9 I_I•a y,I5•,I. �°5,e9-,'-1 I2�IJ$
.I III!$Io I `�0' I-I II.'.I.:I•.,..7,.2,0r5.-.=SF 5I I\I II 5=s 24 I-_II$I'I 05�_'IIII Io sro III4'I I -2 7 I III$I205 S5F_99I II,�I I O29 1 II.$I Ia II IIIIr l �
I
3oe1
JJ
IIIII N & ROADWAY
DWAY DITCH. DETAILS TO BE PRO VIDED I
UU
UU�
U UU UoN 0
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ULUN
U0
Um
U 13+00 - 7,200 SF 5y7 . 1 0.17 AC WITH CONSTRUCTION PLANS AND PRIOR TO S
5 cd 55 o THE ISSUANCE OF A NCDOT DRIVEWAY"
W°° ; o0 SOCKRD - PERMIT OR ENCROACHMENT AGREEMENT 0 SETBACKS� LVE R�w) wn Z
F PUBU 07,818 2. AMENITIES SHALL BE CONSTRUCTED OR w
0.18 AC ZjZ
tR20.0 Lu Z LU
16+0 Q7,263 S F Z Z Z Z2 Q Z w2
„072 A4736 0.17 AC 7,200 SF IN OR ADJACENT T0. w w w w 2 = w C) 2 l<U0�ILL7+ 0.17 AC 45.0' LU LU LU LU O 3 O O
Z C)o +o0 O O O O jOO O
g
O2000 - - 9824-83-5106 N U U U U 0 U7,228 SF LOT 470.349ASF 0.17 AC 28 7,205 SF 17 C
21+1311+00 19+00 JAMES C COOMBS IL C, Li
7. 0.17 AC A T COOMBS SETBACKS: 55�0 Z = Z
ASS I.
A35J A53.99 O AR (OC) =26 7205 SF 70.
17 AC
25 S7,205 S F 3
56.00 , FRONT: 20, REAR: 20,*
PHASES4 , r : SIN. FAM. w w w w w w O w w w
0.17 ACL_M_
a27 ,Z1s 0.17 AC SIDE: 5' CORNER SIDE. 10' w w w w w Z w � w wO23 7,205 SF 017 AC 00.17 AC15 c, * LOTS 36-43, REAR EAST SIDE CD CD
0.17 AC ` NNCDCDCDCDCD7,205 SF w CD CD 22
o SETBACK OF 25 - - N - - N - N20 1,205 SF 0.17 AC ¢ ,
c CD N
� 0 0.17 AC 7,200 SF LOTS MINIMUM o
7,370 SF 10' UTILITY CD N �
1o8 9EASEMENT (TYP.) CD
$ 7,664 SF 7604 �F 0 , MINIMUM LOTS DIMENSIONS
7,205 SF 7,205 SF 7,205 SIF 7,381 SIF 0.18 AC 0.20 AC I\ 00rn CD
A �� w N N N CO
�� S20.17 AC 0.17 AC 0.17 AC 0.17 AC S SOUTH SIDE
wd ND FILTER 9,539 S F R 0.5� c SA A4' y
0.22 AC R60.0' DATE: FEBRUARY 25, 20194' GRAVEL o_
~ T
n � T� RAILALKING rn\ y I LOT 3 HORIZONTAL SCALE: 1"=60'
p og0 r17 SAO r I I `4 / \ I 9824-83-5040 PUBLIC RECREATION SPACE CALCULATIONS: VERTICAL SCALE: N/A
y y 54,3r 55A0• 55A0• 5e.15• 54,06' 82 ' ' 1' / / \ THOMAS H CRANE PROJECT MANAGER: CPK
& SHELBY T CRANE REQUIRED = 1/35 ACRE PER DWELLING UNIT DRAWN BY: CPK
10,148 SIF \ 12,421 SF ZONE: AR (OC) 177 DWELLING UNITS X 0.0285714 (1244.57SF) AC./DWELLING: 5.06 AC. PROJECT NO: 19-008
CURVE TABLE I PRIVATE COMMON / I I 0.23 AC 8,869 SF 0.29 AC I I USE: SIN. FAM. (PAYMENT-IN-LIEU REQUESTED IN THE AMOUNT OF $2,800.05, BASED ON A DRAWING NAME: 19-008WORKING
CURVE I RADIUS ARC LENGTH I CHORD LENGTH CHORD BEARING DELTA ANGLE / OPEN SPACE L1 / 0.20 AC TOTAL 2018 TAX VALUE OF $37,795 FOR 68.30 ACRE OR $553.37 AN ACRE)
Cl 2682.43' 434.50' 434.03' S75`05'48"W 9'16'51" i I 629,331 SF I II �l _ / -\ \ I I THIS DRAWING AND THE DESIGN HEREON ARE
14.45 AC - - J THE PROPERTY OF EarthCentric Engineering,Inc.
- •. - . THE INFORMATION ON THIS DRAWING IS NOT FOR
10615'
LINE TABLE BOWMAN VILLAGE I I ,24.56 I PRIVATE COMMON OPEN SPACE CALCULATIONS: DREPROD CTTIONOR SITE
OTHOERUS PROJECT.
OFTHISE
LINE BEARING DISTANCE 49 LOTS NORTH OF BOWMAN ROAD BLACK 48" HIGH BLACK j / 105.81*
L1 N19 25'48"E 21.56' TOTAL AREA IN LOTS: 8.65 ACRES VINYL VINYL COATED I I 1 3 4�� DRAWING IN WHOLE OR IN PART,WITHOUT
/4"EIP WRITTEN CONSENT OF EarthCentric Engineering,Inc.,
L2 S7835'42"E 27.51' OPEN SPACE: 12.11 ACRES FENCED CHAIN LINK FENCE N81.48'36"E 498.88' AMOUNT EQUAL TO THE AMOUNT OF LOT AREA BY WHICH ALL DWELLING UNIT LOTS IS PROHIBITED.
LOT WIDTH: 60' MIN. DOG PARK LU WITH ACCESS GATES I ROCK BY ARE REDUCED BELOW THE BASE ZONING DISTRICT.
L3 N14 24'04"W 41.63' SELECT COPYRIGHT 2021 EarthCentric Engineering,Inc.
L4 N79'45'46"E 81.55' MIN LOT AREA: 7200 SF CLEARING Q O I / AN EIP PROPOSED BASE ZONING DISTRICT IS R-12 REQUIRING 12,000 SF LOTS.
L5 N07'39'54"E 63.3 ' a I THE AMOUNT OF AREA BY WHICH ALL LOTS ARE REDUCED IS 785,658 SF
L6 N0920'02"E 64.99' BOWMAN PLACE ONLY) i (12,000 SF - LOT AREA FOR EVERY LOT UNDER 12,000 SF) SHEET NO.
L7 N0933'18"E 3' 128 LOTS SOUTH OF BOWMAN ROAD 0 W I GRAPHIC SCALE TOTAL PRIVATE COMMON OPEN SPACE REQUIRED: 785 658 SF OR 18.04 AC
L8 N09 115.
'46'02"E 115.32' TOTAL AREA IN LOTS: 22.09 ACRES I 0 � -
OPEN SPACE: 15.20 ACRES �_ CALL BEFORE YOU DIG... IT S THE LAW. '
L9 N09-16'30"E 125.05' cow so o so BD 120 240
L10 N09 26'01"E 68.64' LOT WIDTH: 55' MIN.
MIN LOT AREA: 7200 SF 0 I CALL N.C. ONE-CALL(1-800-632-4949) TOTAL PRIVATE COMMON OPEN SPACE PROVIDED: 1,189,914 SF OR 27.32 AC
L11 N0745'15"E 78.72' w Q FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
L12 N0637'45"E 69.97' \ U Z 2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
L13 N0538'38"E 49.67C 2
' LU I ( IN FEET ) NORTH CAROLINA GENERAL STATUTE 87-102
L14 S79 44'13"W 16.60' \ LL I 1 inch = 60 ft.
CONSTRUCTION PLANS
P:\19-008\19-008 Drawings\--Working\19-008 Working.dwg,C3.2-Site South,4/2/2021 3:03:51 PM