NCC232847_Site Plan or Location Map_20230920

50'PUBLIC RIGHT OF WAY
Ma)
10.5 29.ROADWAY E MCL ER ST "r
wen
S/W .-.C&G C&G S/W - 'tl - O '!!
CAPE . 0�Om WOCROFTDR Ar
PAVEMENT SCHEDULE MEDIAN MEDIAN `
®1.5•ENT EXISTING ROAD > , r _�R
®1.5"S9.5B MINOR RESIDENTIAL STREET �+ �U /\ STERLING WAY �i1' .
TYPICAL CROSS SECTION \ Q •®8" ABC(AGGREGATE BASE COURSE) NTS RECOMMENDED ROAD CONNECTION z��
PER TOWN OF ANGIER STD.ROW 05 --m ( /
4.5' STOP CONDITION I-
O aSEAL: �1,CA
STRIP ` �O a ( / A CAMILLE BR'OHS DR. �`P'\.\ Ro/;,
N/F , v \(it
? $EAL
F u, =ma's. 22024 �I-=
ANGER UNITED -ETHODIST F I :�ti F P J•Q�
D B.269UPAG Ex. / , :ICHARDU AMOR PENNY SIM•SON II4'r. _.„,'.�QI. S,` ;
RICHARD&AMe• T
PI //0673-98-3101 a4828 AGE 93 'B.1199 -.GE 1 STEPHENSeN I
068 = -070: - #0683-0 1747 xA D.6.3567 PAG 999 �- N/F= \ • ',
INSTALL J, ( PIN683-07 862 BECRY&JAMS BUTTS N/F N/F VICINITY MAP �I10 SCC2� 09-202
g,213g PA. ,MAN., LUN• DON : AROL LANG:ItN P
D .. /� __ .« CURVE TABLE
a DIA OND�I ` 1 ®�h _ • "-'Z16 e.B.4019 PAGE 126 D.8.11.: PAGE 26 ^
IL_ •IN#068.-07-: 05 ^IN#,.:3-07-8928 CURVE LENGTH RADIUS DELTA CHD.BRG. CHD.
rI 1 66'D9 "E
6...hike d
II Y� 60 :•'79' S1 - S88'03'24"E ®x.M KuF.-•E 0 C1 28.38 25.00 65°02'27" S28°26'45"E 26.88 TO
7� EI .1 51 . 5 •97.49'53Fr5a S88'06a I C2 12.31 25.00 28°13'19" S83°O6'37"E 12.19 _
\ �� 54 ,. 67 •� 117 48, �- C3 212.25 1393.03 OS°43'47" N85°51'23"E 212.04 O O N
■1IC4161.98 363.84 25°30'31" N85°45'16"W 160.65OILN/ 1 (• I I1 1
- r
•4 CS 68.50 230.33 17°02'25" N67°3T07"W 68.25 'Li p -'
�HRI•TOPHER OHN C II .i 365yy3p�30 I 2g - ^ , I .18 SF 3 I •, C6 184.39 175.00 60°22'14" N32°03'09"W175.98z QN111
CREGAN I 39 8d .37 I IN d 33 7 AC � � Q�00
D.:.3"! PAGE .•6 ;11 =QII� 8,92675E �7,029.265 M6,950.605 1�:,858.88- �6,7•%.88S :.712OBS� 6629725 i'fi54637 SF ;�8463.03 SF� �i 50496 SF( N85405.;,y'6207005 .,�84.72SF �•,486.615F 7,032� SF /`ry9,5 . SF• MINIMUM REQUIRED SETBACKS C
=MII 0.19 AC 0.16 ACC 0.1•AC 0.15 AC 0.15 AC u'„0.15 AC 0.15AC 0.15 014 AC� 0.15AC 0.15AC0BAC 0.22 AC UEVELOPERREZONE Y ON 0673-• -768 I i 0.18 AC 0.1:AC 0.15 AC b`` - FRONT =20 FT1o'x7i .I HTr �� � sKAN. JAMES JOHNSON LLC 8NO 6HAND JAMES JOHNSON - SIDE = 5FT w z U
1 , , , II 1. ; CESS PO BOX 31O - CORNER AND REAR =15 FT Q UJ
O CRO D • ' eL eWN nF Ary E-� • p I ANGIER, NC 27501 MAXIMUM BUILDING HEIGHT=35 FT �t
e'•1= IC"'.� 1 II:
LT._, -. 51'-. �.. 1, �1i -L. YEEMET.- - �0 Q =OOJ
i I r
,I�FrTF � il
STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS U z m
_ -� 11�91L
Ef � 1 PRO.OSED HORSESHOE PL. m _� 22 PAj • EL- CALCULATIONS Z
������,,; '� /11;7-
� ,� - •, C (,y - ` 3o VAk r uR.T 1 •eN G 56 IMPERVIOUS AREA FOR LOTS TO BE LIMITED TO 3,000 S.F. W I.j m�
.:. .....:., ... 5 Cs''r..':aDEWn�(' ®�'U ,•17A EI:�Q/ 41'- 55� -L '•• - 50. I- -0'-.' - 50-. -so 50- 59•..-. -50 50- .5 H3� BLE 1, SITE DATA z �'�1 G 83 '6 3 '�/ F 'SPEED 1. '1 �'� N R " iA'e i��
„ OPOSED=GN SIGIN �s 53�M • 1 50.0E TOTAL TRACT SIZE 16.20 ACRES(705,672 SF) W S
/F EASEMENT•' { I`O ;710.40 - - I 116s4 5F PROPOSED DENSITY 4.20 UNITS PER ACRE a
APRIL PHILLIP• 1 0.15
„1„
L NC PIN 4.20 UNITS
P,06ACRE 0336
D.B.359„ PAGE : / , 120E / DEED BOOK AND PAGE 2613:0706 III
PI #06 3-97 ( I� 40 IA I d .. N I N 'd I N �_ - ue ZONE R-6 III
41 4' 43 45 _ 46 .47 48 49 50 51 52 _� 1
`III 6905.10 SF 8•96.9fi SF 542.�:SF 542.fi9 S p542:'SFr p 2.89 SF h 2.69 SFj '325.52 SFr ,541.00 SFr .540.99 SF ,542.89' S42.69 SF 188.:. /' 20 I NUMBER OF PROPOSED LOTS 68
_I l905.AC 0.19 AC i�•o.7 c o.7 Ac I o.7 c I 017 AC I,,17 AC •• AC �o.n AC io.n AC f[O17 AC ro.nnc T0, 54 ..912E •-ll
AREA IN LOTS 11.66 ACRES(507.910 SF) r7'1
'1� ..:5:
, SF
0.15 t
AVERAGE OTSIZE 0.17 ACRES(7,469SF) Fe�l� _B ' IILJ
IL
304 o.7 AC ) 14' - AREA IN RIGHT OF WAY 2.18 ACRES(94,907 SF) M_ o
I �r "'4=- I OPEN SPACE PROVIDED 2.36 ACRES(102,888 SF) rh� _
7 - - - L L- I:�, %OPEN SPACE 14.5% r1 h
19 LINEAR FEET OF STREETS 1,908 LF _1 _il
/F o W 67' S5' e' •' e' 52' e' e' 50' a 50' :ir .09.37SF2.
F •0 e 50 .. 50 50 50 50 e 4iFir
> 0 17 pD: e3P- 00r �"' I 5. / MINIMUM REQUIRED LOT SIZE 6,000 S.F.PI e.73 738 5..SF 4
' o 1,AC/ MINIMUM PROPOSED LOT SIZE- 6,207 S.F.
MINIMUM REQUIRED LOT WIDTH 50'
z r 303 I / MINIMUM PROPOSED LOT WIDTH 50'
'> /V'.. •.27 SF
/ AC
IMPERVIOUS IN STREETS 56,628 SF
5cENrE-u o •8 67 � 66 JJ 17.1.5.
' :5 63 `� 62 JJ 61 60 1y1y 59 58 57 w� 020�� •r / e7S • IMPERVIOUS IN LOTS 204,000 SF
•BACK O'CURB • f 10 5.21 SF `78.86 SF ,�'7756765,, `77.1 .SF ''7,758.'5 SF¶7,757.21'-- 7,757.21 SrI �7,759.64 SF �7,758.245ry`7,76. 7762 9,433•3 SF / /- / / IMPERVIOUS IN SIDEWALK 27,273 SF
N ryl2 OF 29'B-B) �.4AC 0.4878
.18AC 0.18A. 0.�8AC 0.18.CI 0.18A -0.18 AC 0.18 AC 0.18 AC ' AC I 7 / 7 IMPERVIOUS IN KIOSK 39 SF
JIMMY • .� ,",' TOTAL IMPERVIOUS 287,940 SF i o
�'_� I 17 w
D B.24e 303 t d02, y J �i / -,`"‘I.''../ :97,73• ,� SITE PERCENT IMPERVIOUS 40.8% �ii��
PI #O6 • 296' IIP10'X70'SI.HT �., I�' 0.18: ,,, �I a000w f wr^ w
TRIANr pppNr�p - J �__ J /1 NOTE-WATERSHED HUC8 ENCOMPASSES WHOLE SITE
L - �UT I°f�r EASEMEtT R e7 _ 16 / � 12,688 SF OF DISTURBANCE WITHIN 100-YEAR FLOOD PLAIN w o a a
1-� `.�\,z 43' -3, ... . ••.. s0- �0 50'd /. a 6�
' e4eerr•esar �
�t�-ram � ��I - M' - PROPOSED HORS'SHOE PL.-„ sr , .30
�Vr 50' BLIC R W • °'7 /r. III
NOTES:
-- _.ram- 7
,,:.jia�... _ !. s�-;- c� 15 / ,//� - PRESENT LAND USE IS RESIDENTIAL,VACANT,WOODED AND FALLOW. � L
1 ••• -O, �- /jf =38 LA 50. -01 - 0µ�ry51o.F�� 50- 54- 'e'.-�-01 - \.521.•. F > ` � - STREETS WILL HAVE A 50'R/W.
Be"U: I 'f /l� a ILITY EASE R 0.1 C �^...........74, - ALL RADII AT STREET INTERSECTIONS ARE 25' O
1I e•ROPOS SIGN IGN SIGN 4 \ � •/ /,j6 ACE I ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO THE TOWN OF ANGIER Imo^
EASEMEN ; •:8t64 , � - STOP SIGN,ROAD SIGN AND 25 MPH SPEED LIMIT SIGN TO BE INSTALLED BY v/
N/. 91 (� I I I 0.15 �-„iiiWATE��� -
/ ., DEVELOPER.JA ES :. CON IE JO,NSON /u? I 11 I :•00,e0K,-/7.'
�RETE r �/ WATER SYSTEM WILL BE MUNICIPAL WATER SYSTEM. >
D.B. 166 P•GE 5:9 €°o I N I x I'rd ei 9 .:.15 SF� •'20471 F a 777 • - SEWER SYSTEM WILL MUNICIPAL SEWER SYSTEMS.
PIN#0673 97-70e5 1 3 5 6 - 7 •.7 S 6,236- S' 016 0 4AC ,/, - ALL TOWN OF ANGIER EROSION CONTROL MEASURES WILL BE COMPLIEDQ9,622."SF 7,73.15 S 788,395 7,861.73 17,753.01 SI: �7,548.84 SF 7,246.91 S 014AC�el 9 p.1gpC �� WITH DURING CONSTRUCTION.�,•x.v0.22 AC 0.18• 0.18• 0.18 AC A 0.18 AC 0.17 AC 0.17 AC , /I / II •�� - ALL GRADING FOR PROPOSED STORMWATER POND TO BE CONSTRUCTED M Z
.�.. soile ,/ / OUTSIDE OF EXISTING TOWN SEWER EASEMENT. LJJ
'y •� 50 �� ��� '��" - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING I O
N F _ ,•r --•` _ NV ��� 4
CONSTRUCTION U
JAM &.ONNIE JOHN'.ON _ IPS J J _ �- S - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO =
D.:.316. PAG 509 63' e k 51 .. 51' - c ,; /,9 ���, a ..24 '^
I' -- +�T� i-��� � �� / 'T• ED SET:- K - TOPO TAKEN FROM NORTH CAROLINA SPATIAL DATA FROM FLOWN LIDAR AND v I O
PIN 067 97 7072 I C - "�'�� 1 rt
'S , •7C,_ . - e 1e�- •\� - A .R . 3a FR OP SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. z�� 1• 11 \ OF.A e H SI
DO BL-J Od��lj�-�`'1=''_'_'_'_1X �' __ --� Oe e 1 r LeyC7\L- `�I .� ��`_ - CONTOUR INTERVAL IS 2' w
iA1- +00 13+01 & - / - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4
'I e° - • � - o ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS
- �� - �' N F ; AND ON THE FINAL PLAT,AFTER SUCH AREAS CAN BE DETERMINED AND HAVE O
9 N/F e T OE• BEEN FIELD VERIFIED. O
N F ' ' •-- ARLIG T HOME,NC :408: P•- - BOUNDARY INFORMATION TAKEN FROM STEWART-PROCTOR SURVEY MAP.
JA S&CONNI I JOH SON � ` n D.B.•e83 PA•E 89: '06:3-0. IPS - FLOOD PLAIN DEPICTED TAKEN FROM THE NORTH CAROLINA FLOOD RISK O
` eB24 5 PA�iE 9p�1R2� PIN 0683-e•-49
'T Iry z m N F11: INFORMATION SYSTEM,MAP NUMBER 3720066200J,ZONED AE,WITH AN
9 •N# -9� 3 v I 1 F ro - J m 7 z i / B� j EFFECTIVE DATE OF 10/03/2006
" STAR IGHT HO ES
T••UGHT ke MEs NC LLC N�� �,,,w ,i,w wc�`° DL4083 •G:10414"4„/„:09
- THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
o < P N O6:-'-0. itr, ' OF THE OPEN SPACES IN THIS DEVELOPMENT INCLUDING THE WET POND AND1 1 1D.:.4083 P-.E 895 s-owo g �.-. # /f, W
'UTUR ^N• 0683-1.-e:29 zo�� z ;o boa �onm ,.' / ALL DRAINAGE EASEMENTS. J
W R- NTLY „� z nw ro ro x - OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
CeNS•UCTIO I I-o o i2,e / 1 / - ROADS AND INTERSECTIONS WILL NEED TO COMPLY WITH ALL TOWN OFANG WCOD, 111
J m Tao Joao '•z a ANGIER.
SUBDI ISION •RLGH' HOMES . - o z J - Foa
I .. mz
I a d a " d o a �� - MAXIMUM IMPERVIOUS LIMIT MUST BE SHOWN ON EACH LOT PRIOR TO FINAL
c8408PAGE 89. Foa ` $ ` Z
PLAT APPROVAL.
`'"�• � - 067- .-9862 vi •TH EAT /....
\ - STREET NAME(S)MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT.
, NMERIOMMI\ 0
jij/V / GRAPHIC SCALE
�� Ms -• BLIC' / FOR REVIEW ONLY-
r ' NOT FOR CONSTRUCTION 6` � MI 11
M
CT
JOO / P + L/ DRAWING
I P ' / t PLAN IS SUBJECT TO REVISIONS DURING ( 1N FEET) SHEET
THE CONSTRUCTION APPROVAL PROCESS 1 inch- 60 ft.
4- WETLAND AREA C-3
A.