NCC233334_Site Plan or Location Map_20231109

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JANET MCKINNEY
FOSTER I Q M
50'RIGHT OF WAY PIN�ZONED:�B 1492 1 0 M
P 8 20'PAVEMENT 6, 8'� N/F 179 n
�. JANET M FOSTER 1
PIN:16750068-8462 1 I
1 1.. ,. ZONED:AR i LITTLE CREEK CHURCH RD.
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\ I ,errs` Bess ""_o`'�ta, e`Py-. / 193/ \ \ ZO z
1NA' 8"CABC ] r+ N M
2FILL CENTERLINE q MIN.T O o\�I A
Ro 13.0'TO W/LN/F I O
RESIDENTIAL STREETS PROPOSED GARETTNEAL n°TOf m- 40,155ar30'R I 1 W/f2VALVES F a DAVIN SITE
TYPICAL CROSS SECTION PIN:16750086-7209 O \ BRANCH AND
,PVC WATERLINE 2 (TYP) f
NTS ZONED:AR FIRE HYDRANT BRANCH
LINE)
�11 �- 40.975 sf ASSEMBLY I F
L=22.35,R=230.00 :Ilk,
.. -O O o J140' s'2, Z
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,5O 0=5.5681 6P:p. o
�9, o
C- 35' 6'+-�8'� O C, 40,337 sf �' SEA.
40 •� ry,0�p�
2a \"\ L°-0 CARP,'''
"°��. z, N/F
4 ply �. 10x70' \\ \.. c O;,••'FSS/•. ,/,':
01ABC • PHILLIP B KAREN 41,901 sf 9A 1 i .tQQ- -
2".9.5A SUPERPAVE ASPHALT RITTER ,� 149 f2 SIGHT 25'R :E .11 RO =�: •.9'SEAL 1 =
T INGLE (TYP)
SECTION A-A PIN:�BN50D088-0075 a>B, / 3. SWIFT GREEK 22024 'I-3
• 1 20 . :i�
SYMMETRICAL CUL-DE-SAC 93, / / 9 145,299 of \ 1 �i ,,7, I0°-to
WITH NO CURB AND GUTTER N/F �$ 45,007 sf 1 \ �/J //�i/
NTS GRACELYN8, m 41,833ar i I \ VICINITY MAP (no scale) ''b9is-zozs
BOBBY SANDERS
PIN:10500674964 9h 18 -
/ 20'DRAINAGE
28o, FIRE HYDRANT 44,131 of - / EASEMENT \ LO
ASSEMBLY L=262.32,R=230.02
''! / A=65.3412 / / AV j
'• _ SVTneoRras RICHARDB J M _ /
iw,x, MELANIE PROCTOR - O Q 4 11 / \ p....1
OIPIN:i6]5006]-48536W(-j155' \ (p
R.
/ f_z=.o., R.
ZONED:AR 41,293 sf �J �N• SERVICE ITYP.) 328' / wn Id ��"�
y SIN CL m 7 METER
BLE �41' 297' ur.�n I
QLOCATE CBS ONLY
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` P� NIF \\ -NO NOT INSTALL IN
mewr a cuwssecl a4 !mcEor rnvEmEx. �Earanu.nexr� EDW40361f \ ��RAMP�� W O O
mcEor rnuEmEx. EXISTING ROAD E°c.as'nurWxr PIN:167600-67-0743 ELLO w i
40,105 sf o I \ \ P8 O 6
- - - - - - SAv ZONED:AR 3 1 r \ } 441
zU
O 328' 1-1' L 'A \ 1 `Z L�
RECOMMENDED ROAD CONNECTION aos 350' c�NE- ¢ =O W
STOP CONDITION O ' ) 1 SHARE n
N/F 'L'L DRIVE CO
CO
AMH 20152 " 41,557 sf - 16 / I z I,
BORROWER LLC :° T
P022 STI G _/SHULDER 0 5 II=Ios unwn fmvioi tE sµ�Nag=mvtwa L -- e2'-
PAVEMENWIDTH WIDTH N/F SERVICE l '
' ,,,,,I° DAVID 8 KAREN L=65.25,R=350.00 r� NI 4 M z C1
UTTER (TVP.)3/4' ,L 53 �3_ lyl C
OR SINGLE d=1D.6822 I O
300% +e% 1a°b PIN 16]5006,-0522 - ® CI
5 1 \ o 0 MS/cec -C
ZONED:AR METER I a
-0.335 -18% 40,110 sf 41,762 sf 1 `$ W _
O/FT N/F
_
% .44 ANTHONY
&IWHITTE ISH I 366' 1 1 �� I�I
SHOULDER SECTION a O PIN 181566-67-0423 282 1 11 I wx -
;Z ZONED:AR I I I II
rT`
DRIVEWAY TURNOUT GRADES y O O w \ 14 I I µO�rD .Ao 'I
41.e70 sr I \ Et at'o,.:., IM o
i N/F 40,301 sf I I \
REGINALDB \ FIGURE 4 >_
m CYNTHIA PERRY FIRE `` NIFv!1
o PIN:16750067-4322 354 \ h1CHAEL LEWIS CBS PLACEMENT FOR SHOULDER SECTION RESIDENTIAL SUBDIVISION 8 REEL$ _II
ZONED:AR HYDRANT PI:16,500.TI-0160 CUL-0ESAC
A 283' ASSEMBLY I FONED:R-20A
8"X2"REDUCE ,-._ $0- KIOSK I14
W/BLOCKING \ e�m LOCATION ,IL13 I I
N/F 10 . • 40,193 sf I
DONNIE B JANA tl♦� BLOW / I
SMITH 51,565sf '5 .I OFF / / cc
SITE DATA
PIN:167500674231 - ASSEMBLY
ZONED:AR W PVC - / N NUMBERITE AREA:LOTS34.3 AC
20'DRAINAGE-EASEMENT l I WATERLINE I p I OF :22
• DENSITY:1.56 UNITS/ACRE
_ 11 I I ,/,, / OPEN SPACE PROVIDED:10.29 AC =0 e
66,z0Oisf 12 '05� - �J PERCENT OPEN SPACE PROVIDED:30.0%
/ LINEAR FEET OF STREET:1,248 ft No� S ' S�
ANTOINETTEM IM G4 yy 69,9750 ( ) 100'NEUSE RIVER RIPARIAN rc4z 7. GN 5d u
GRIFFIN iJ UFFER MEASURED 50'FROM AREA IN STREETS:1.48 AC a In
w
PIN:1675006,039 I 1 • / CREEK BANK,ON BOTH SIDES. AREA IN LOTS:22.53 AC a In 5 ¢z ¢3 ¢
ZONED:AR I 1 WETLAND AREA AVERAGE LOT SIZE:1.02 AC Oliiiil
I I 1 SMALLEST LOT SIZE:0.92 AC
1 I PIN#:167500-77-0360
I • \ Z
\ \ STORMWATER CONTROL AND MANAGEMENT O
233• 1a9 \ \ \ N� IMPERVIOUS CALCULATIONS -
I \
8r \ .� \e N:szsoo-z-so1 TOTAL ACREAGE IN SUBDIVISION=34.30 ACRES
\ XNo6750ED:R-20A -TOTAL ACREAGE X 12%_(34.30 X.12)=4.12 ACRES
\ -4.12 AC.X 43,560 SF/AC.=179,467 SF \
/ N/F \f .\ \ -IMPERVIOUS N STREET=24,960 SF /_
' RONALD 8 JENNIFER \- -- 1 1 / -179,467 SF-24,960 SF=154,507 SF
�- PIN:D167500 fiB-0]46 I \ 93' /1 \ -(DIVIDED BY 22 LOTS)154,507/22=7,023 SF Q
ZONED:AR I II i �- J \....---------. - 7,023 SF IMPERVIOUS ALLOWED FOR EACH LOT z
II 100 YR / / D z J
i
\ 1 FLOODPLAIN/ GENERAL SITE NOTES: CO
rI\ FLOODWAY ( 1.SITE CURRENTLY IS FALLOW AND VACANT. "O U
I - - I \ / 2.ALL CONSTRUCTION SHALL CONFORM TO JOHNSTON CONTY DESIGN AND Q tiill
I \ •\ \ / CONSTRUCTION STANDARDS. O J
_\ 3. ALL NECESSARY APPROVALS,STATE AND LOCAL,SHALL BE OBTAINED PRIOR TO CC j
I \ _1 OPEN 1 I THE COMMENCEMENT OF ANY CONSTRUCTION. H
-\ SPACE 1 �\ J N
200'RIVER RIPARIAN BUFFER 10.29 AC. \ 4. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TO LL
EAK,ON BOTH FROM CREEK - - 1 OU 0
BANK,ON SIDES. I \ THE COMMENCEMENT OF ANY CONSTRUCTION. o
\I \ \ 1 \ 5.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OF 1 5
I \ \ 1 N THIS PROJECT CAN BEGIN.ALSO,ALL DEVELOPMENT FEES (ACREAGE,FEE-IN-LIEU OF J i w
\ I 1 ASSESSMENT,AND INSPECTION FEES)ARE DUE PRIOR TO FINAL CONSTRUCTION O
\� \ 1 N DRAWING APPROVAL.
\ 1 ^^
\ \ \ 6.CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALL I..L
\ CO
\ \ EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.
\ \\ \ \ / 7.CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING
\ // UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY r l
\�\ / / CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACTOR O
y/ SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR.
8.CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE START
\ \ \ \ \`� ` S�/F/. \ OF CONSTRUCTION NOTE-A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION. I••L
\ \\ \ \\\\. cRFFk GRAPHIC SCALE
/ DRAWING
\ ` \ - - /� / - 11 SHEET
\� \ � / \ inch
FEET)
\ / ' \ \ 1 i ch= 100 ft.