NCC214101_Site Plan or Location Map_20210719

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/ / s CURVE TABLE 4Dsite
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U, _ / / / CURVE LENGTH RADIUS BEARING CHORD S011�tlOnS
-) �- / C1 34.24 25.00 S57°02'42"E 31.62
TIPPET ROAD / �\4,N 8 / (per civil engineering I land surveying
- T C2 5.03 25.00 S12°02'42"E 5.03 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
BLACK RIVER / N/F / I PP office 1910-426-6777 fax [phone] license number I C-2354
DRIVE ANGELA MARIE NORRIS & HUSBAND, / C3 39.27 25.00 N38°43'24"E 35.36 www.4Dsitesotutions.com
SITE y BROOKMERE ROBERT LEE NORRIS JR. _ - EPK C4 39.27 25.00 N51°16'36"W 35.36
DRIVE JE DB 3804, PG 126 / �� �1 /
PC C, SLIDE 121-D �`3�/
CLEARFIELD DRIVE GPM���G N/F C5 39.27 25.00 N38°43'24"E 35.36
0 / JOSEPH N. DAS & WIFE, / / / I I C6 25.78 205.00 N87°19'32"E 25.76
a / Q / I C7 39.16 25.00 S44°11'57"E 35.28 `♦♦♦♦♦\\(((CHAIR V/'
S
ALISHA C. DAS
Q Aq yGG DB 1034, PG 792 ``�!� IN, ...........OZ
PC C, SLIDE 121-D / JO / / I I I O .•° ESS/
y s \ 1" EIP lV _ I C8 31.93 25.00 N40°49'32"E 29.80at
OF O�q. `y i
S (PINCHED) / �� ( \1
Q TAF �`\ / 2 _ I I C9 5.90 25.00 N84°10'09"E 5.88 . Q AL < S
/
Q 457 -
s �i a / N/F r�'1 �, I I C10 22.45 255.00 N88°24'20"E 22.44
a 0�S / �� / a PHEANIE VONG & HUSBAND, �\_�/
y \� e O / q� EMILIO A. DOMINGUEZ / I I C11 9.61 255.00 N84°48'12"E 9.61 i�S •. SUR`I.•• ��
\� �xf ws \ ii 4EIP
" DB 3734, PG 71 N/F �j�/4AI ... �� ,PC C, SLIDE 121-D MELVIN L. WHITE & WIFE, C12 41.12 25.00 N49°09'07"W 36.64 // R ,S® / / ANGELA M. WHITE I _ I ��///1111111\\♦�♦
\\ ws DB 3685, PG 100 C13 88.81 975.00 Soo°34'55"W 88.78
NORTH \ s 1 1/2" _ I ,
\ s \ o�ElS\ / PC C, SLIDE 121-D I r ,9/1 I r' `1 ,`-i r 6/�
5 a" 21 e � /, ` _ / ��$�/ I \ 7 � �,_ / C14 60.49 975.00 SO4°58'08"W 60.48 `�•��.
VICINITY MAP ,30, ERB 3283 " `S� g49 '1 IP\ // / N/F N/F N F I N/F C15 46.00 975.00 S08°05'53"W 46.00
\ � 1" EIP s DONNA VAUGHAN SPRINGLE & PEGGY VAUGHAN HARDISON / SANDRA VAUGHAN STEPHENSON
(PINCHED) ss \ ��` I PEGGY VAUGHAN HARDISON DB 2025, PG 806 I DONNA VAUGHAN SPRINGLE I DB 2025, PG 794 C16 46.00 975.00 S10°48'05"W 46.00 REVISIONS
NOT TO SCALE N/F ws DB 2834, PG 472 PB 2004, PG 1254 DB 2025, PG 790 PB 2004, PG 1254 p ERS
\ I PB 2004, PG 1254 I PB 2004, PG 1254 TBM 1_ C17 46.00 975.00 S13°30'18"W 46.00
TRICIA G. CARSON-MYERS ss /
DB 2756, PG 265 00 I ws I I N 635,798.169 ERB" I C18 30.77 25.00 N50°07'16"E 28.87
E 2,076,611.261 BI
PC F, SLIDE 199-C ELEV 314.86
CURB
5 8 \ws 30" STD.___ I I NC GRID NAD 83 C19 59.10 50.00 S51°31'18"W 55.72
ERB / & GUTTER -__ I (2011) I C20 25.27 50.00 S03°10'49"W 25.00
LEGEND: \ T _ I // per_ I NAVD 88 1�
ECM --- ECM N 1 C21 25.27 50.00 S25°46'29"E 25.00
Ecs® ECM-EXISTING CONCRETE MONUMENT / �
EIP O ECS-EXISTING COTTON SPINDLE _ - - C22 20.14 50.00 S51°47'21"E 20.00
`` EPK o _� W6 SR 1508 (ROY ADAMS ROAD) I -Ws ws 46 1 - P C23 25.27 50.00 s77°48'13"E 25.00
EIR 00 EIP-EXISTING IRON PIPE /�� // �RIgB�E S _ �� `�o. 60' PUBLIC R/W
00 EIR-EXISTING IRON ROD �F EWER
EPK SE G EqS (DB 969, PG 519) C24 25.27 50.00 N73°14'28"E 25.00
O EPK-EXISTING PK NAIL �C P g9� a , BENCH SENT -- NO2°38'53"W e�
ERGO ERB-EXISTING REBAR P��P�QE� (TYP) --- ___ __ 1 2„ 19.22' I C25 25.27 50.00 N44°17'10"E 25.00
OO ERS-EXISTING RAILROAD SPIKE I 5' SIDEWALK __ __ p __ __ _ __ o __ __ p Ecs 1
o COMPUTED POINT FG r'29`� - _ ) c8 /�
N/F - NOW OR FORMERLY // / ` OPEN 11a.54' ' SIGN EASEMENT o C26 13.05 50.00 N22°19'S8"E 13.01
/ W r W W W w S06°16'36"E ' N01°41'08"W 307.79' 1 EIP
1
R/W - RIGHT OF WAY N/F o SPACE 1 5' SIDEWALK I C27 32.03 1025.00 N13°57'41"E 32.03
o (`�\\� W W WETLANDS,- ♦ C9 EIR 30" STD.
N `•Y W W W W W 111 N89°04'2o"W N89°04'2o"w OPEN N OPEN
JOSEPH A. HARDIN & WIFE, I ♦�'� . O 9.57' 304.00' TOTAL 3z.00' m C28 40.00 1025.00 N11°56'54"E 40.00
PROPERTY LINE o.00' TOTAL CURB
W W� W W o I 4,675 SF 11.84' n SPACE N06°16'36W 20.00' 20.00 20.00' 2 o SPACE N06°16'36"W 150.00'
MAUREEN C. HARDIN
-oPL- - - OLD PROPERTY LINE DB 2148, PG 89 �`( E POND G , / _ _ W W , o 30.00'
c "'� g (0,11 Ac) �' 30.00 100.00' N 1/2" t C29 40.00 1025.00 N09°42'44"E 40.00
ADJACENT PROPERTY LINE PC F, SLIDE 199-C 1 S06°1636"E 115.18 C11 I- I 32.00' 20.00 20.00' 20.00 20.00' 20.00' I 50.00 0 14 a EIP C30 40.00 1025.00 N07°28'34"E 40.00
ACCESS & MAINT
/) 5' MULCH 110 W � n I 10 o I 1 C31 40.00 1025.00 N05°14'24"E 40.00
RIGHT-OF-WAY r ENANCE EASEMENT � m�' � DRAINAGE �^ �
- SETBACK LINE I N/F WALKING PATH a o O 15 1 o N
❑ o riot SF I z I EASEMENT U o 17 16 O o
-Ss SANITARY SEWER LINE -1�`'l� CONE AVENUE, LLC & o I (0.11 AC) 1 Z y N I O w p 20 19 18 I o o N
EQUITY TRUST COMPANY S06°16'36"E 115.00' I n 1 23 22 21 o -�I c B P C32 40.00 1025.00 NO3°00'14"E 40.00
FM FORCE MAIN LINE J 10' MAINTENANCE CUSTODIAN FBO DALLAS w I m N 1 I 27 26 25 24 O o�- 12 0 I N C33 77.26 1025.00 N00°16'24"W 77.24
E SHELF MCQUEEN CAMPBELL III IRA �N Q I IO 1 N N , C34 37.59 25.00 S40°38'43"W 34.15
so STORM DRAINAGE __ a - log o u' n o oI Z o
W WATER LINE ' o/ � / \ $ asoo sF N a - SETBACK
DB 3978, PG 156
r 28 5 a' DB 3978, PG 168 I �� N o I �� 20' BUILDING ��/ ,o_� 11 0 1 1
OVERHEAD UTILITY ��- / ERB N PB 2021, PG 172 o_ (0.11 Ac) 1 m -
0 115.00' 20.00' zo.00' 20.00' zo.00'7.00' o m N cn PROJECT NAME
- - - - EDGE OF WATER N/F ( N PROPOSED Fj o Sob°16'36"E I I 30.00' so�oo' _,,� o I I C35 39.27 25.00 S51°16'36"E 35.36
WETLANDS \ JOHN B. HARRISON & WIFE, WET POND #2��Fy S05°oa'3s"E a2.93'DOTAL . P�/ / / - -
_ 20.00' 20.00' o W 10 ' C36 5.03 25.00 N00°30'29"W 5.03
254.00 TOTAL _ 1
G� 10' 0 108 0 `cam 7.00 20.00' 20.00' 20.00 N06°16'36"W N �) P2s 'oa No 1 c O
MAINTENANCE SHELF
WAYNETTE W. HARRISON m i 55.6 J o I I 1 �I
PERMANENT EASEMENT DB 1544, PG 229 P��O 27.26 3,� s� �� 4,600 SF K�NGHAM LANE v AJ wjNo a W 1
X WIRE FENCE PC F, SLIDE 199-C GF� ��� ' �. �� �� 0.11 Ac) TO BC) C37 34 24 25 00 N44°29'31"E 31 62 COTSWOLD
o ( 27' BC o .P a-20' DRAINAGE .P c -I
s 7 6' VEGETATED 115.00'
I p� �6•- gj \ U S06°16'36'E I 50' PUBLIC R�W ( N EASEMENT o N C38 39.27 25.00 N51°16'36"W 35.36
❑ ❑ WOODEN FENCE - I _'TOT
< ro '0 0� 1 / 1 1 . \ 6��2� G��� / I 107 0}� e��e,I N06°16'36W 254.00' AL 20.00' 20.00 7.00',\�� C �' u U o 1 n frl
1 20.00' 9 z -o
TREELINE / 3 s s G, ( o w l - 30.00' 20.00' mr- O N 1 a W W 1 -I I C39 39.27 25.00 S38°43'24"W 35.36
300 MAJOR CONTOUR 6' 2 sF �s s r P PROPOSED I o 0 N 20.00' zo.00' 20.00' zo.00' 30.00' - - No6°16'36" N
is TO o 4,600 SF ,W I C� o
� U' (0.1 N 9 011 AC)
291 MINOR CONTOUR \ I 92 N- �_ 4 Ac) A � / / WET POND 1 � ( 115.00 ? I i 7.00'20.00 - - � (A o � 100.00 o � I � O I C40 39.27 25.00 S51°16'36"E 35.36
�F �g C N N 11 / # S06°16'36'E o /GTE - I� � _ o o -{
o w N 1 r o o O I C41 39.27 25.00 N38°4324E 35.36
N �y S� 42 SF N o 26 q N w 38 39 40
x 2s-0-SPOT ELEVATION / \ 115.00' 27' a w 35 36 37 o N N P 1 II 3 1' C42 39.27 25.00 S51°16'36"E 35.36
BENCHMARK N �kooe �� ay2� (0•1�qc) � 1 z 9q •ss' N,4js1'24"E , ' 1
--� 5y S3 9 15 S2 S06°16'36'E i,
sicN SIGN 1 26 1 \ ( I \ ��2, �17 / 5.523 / 3 42. 3 TOTAL O a 1� 1 I O 31 32 33 34 o c I� uu a o I w
/ T3 (013 SF oQ' S145j, 106 0-0 I 28 29 30 IW c� �t1 g o N C43 41.89 25.00 N35°43'14"E 37.16
�I I? O -I o I I I C44 36.65 25.00 N54°16'46"W 33.45
MB MAILBOX qcJ o 4p 24"W ) o ➢ tr 1 O O ro frl o
PP N/F \ �>> C20 ^ ,^� QO' 120.61' 0 4,600 SF o r IO � -
• UTILITY POLE Rs• c2 °N 40. TOTAL I (0.11 AC)15 00' ° ZI N BUILDING a1 o N I Q'PABLO MENDOZA-ACOSTA & WIFE, \ OQ _� o N o 20' DRAINAGE SETBACK o
C• GUY WIRE EURICE CERVANTES SANCHEZ 9y ti/ = 98 0 0 4Q,5 506°1636E C D °' o
/ � 3 0 _NO3°09'47"E 113.33' TOTAL I r
❑T TELEPHONE PEDESTAL DB 2204, PG 938 o a, oti ♦',9 O �, o 0 1 i m I EASEMENT 20' o o I N C45 39.27 25.00 S38°43'24"W 35.36
N I
� os9 SF 5.90 q7 0 � 40.85 40.43' � n �I w I 10 o O N 3
wv PC F, SLIDE 199-C (0.15 (0X • 2 sF p o gs 32.os' 105 0 N o 0
D4 WATER VALVE Ac) 14 AC 0 3 3 3 o I c ' I o 1
/ I N ) z 4.62p 20' DRAINAGE_��'N o 4,500 SF O J o Io 0 1 I 1
AFIRE HYDRANT Q c (0j SF• 9j 0 3 w o (o.tt AC) `L 70I SETBACK v o O 1
y,am�°, / 0 115.57'- l \ S•\ / 1 Ac)o ro Oro o EASEMENT E 115.00' -{ U BUILDING I Ir ,o o I N/F
LuJ WATER METER - 4,6 9g 0 3 41 S06°16'36" 0 20' o 0 1 GERTHA ADAMS MANGUM
S SANITARY SEWER MANHOLE / / ^ sot°1s'Sz"E o DRAINAGE \ ��� / z (01���F� �4 o 3 I II I �! cnI I 41 I 1 o I SIGN EASEMENT DB 828, PG 747
--� 5/a" N EASEMENT ) sQo 9g
/ 1 ERB rn g R�jS \ 32•82' (0.11 gSF2 O v 10 v n'✓�/`� o Its JI
j HARDWOOD TREE r 25 OO C,^ 4 ' I o I o w 46 O 44 1
/ 4 o r 47 o` 2 OQ i 9g6 gF 10 in rn 0 4,s00 SF -1 r11 v o 48 O o 0 o V/
PINE TREE -� �31g \ 20. (0.11 qC) z ^SOSs SF M N ��2 0 o.11 AC) fTl 49 ?
RIP RAP N/F m (0.17 qC� cis B� 5145 '24, OQ, 4Q (0.72 q ) z S,23O z �S,O S06°16'36"E 115.00' -1 52 51 5o O - DRAINAGE C2 R3
/ _ SITE PLAN
1 w oQ' ( c I(o. 2 1 53 �s` EASEMENT 0,
ASPHALT AARONKAOTLYNHB.COCKRELL
WIFE, ^ �� / O26 22./g' 50 P�ellC RFO Wq 1�\ qC QO' 12 ) 3 ASF EASEMENT o I - - - 70.00' - 1
s.8�' TQ~� 4 qc Io c I 20' DRAINAGE
RD T 0 ) / N06°1636"W
DB 3694, PG 177 z m �8. E 40 /W B Y J I I 103 I - 20.00' 20.00'7.00' - - - 1
CONCRETE PC F, SLIDE 199-C 111��1 OQ' 4 S14,S1 �27 C TO C17 _ 30.00' O 1
SOIL 5 8g 0 Q 24"W BC C16 6,007 SF I ♦ p' TOTAL 20.00' 20.00'
/ / �\ TO _ C15 -(0.14 AC)- I 1 -SC 5 j 37 2 - - - - -
WATER EIR 8,33g /� 0 4Q -'50 58'` Tq� \ / 7.00'20.00' 20.00 20.00' 20.00' 20.00'
JL 54.0 - gURFO°16'36"W 2::^WETLANDS (0.1sAC � 4Q _ _ c14_ _ _ - - - R W (27=6C
,..r..,..r _ ) ^ry �� 88 M o 00 4Q N 20' _ - -�� / _ - DIRECTIONAL L - N06°16'36"W 232.00' TOTAL _
,�, O � \ � 50' PUBLIC
/ �� s o QQ MAINTEN ACCESS & - - 24" STD. ti� HC RAMP - - -__ -"- 20.0o' 20.00' 2o.00'I2o.00' zo.00' 2 C36 CURB
cs�I I 30" STD.
._ o N 1117 SF � 2 8� "' o w 2,.� - ANCE EASE -24" ROLL - HC RAMP �ti�Q1 CURB Q- - - - - 30.00' I I (SETBACK & GUTTER
N (0.14 q ^ Oro o g' c MENT - - - BUILDIN 00
L / cI 4, 27 - _ _ CURB (TYP) ` GUTTER ���- 75.00_ N W
�\8 / 95.08 (os�q���^� ^4 s 85 p 8g o C28 _ - - - - - - (TYP) - _ _ - _ ` /o' - o N W 11
N F ERB7�
' (0.11 SF� �4 0 ^ o W C29 C30 _ / N06°16'36"W 92.00' cis`\DRAINAGE 69 O 76 'Is- I i
/ AC) 600 co p 84 C31 - �� ti EASEMENT o W o W O 74 75
SAMUEL JAMES PORTER & WIFE, �0.24• (0.11 sF� Q"" W C32 C33i /c° oo u C o N 71 72 73 O
ASHLEY BROOK PORTER 8g 99, AC) 4,6p0 SF o� 83 / c3R� 25' p 68 �I o ? 70 � I CLIENT
DB 3601, PG 384 / 5/a"O s1 4poo' (0.11 Ac'^ 4so1 0 0 82 5' MULCH 3 SP W� to z o O 1
PC F, SLIDE 199-B EIR 451, 4.,W 40 (0,1j qCF^ h4O . w WALKING PATH } 3 SP 1`' ro I m N �I o 00 1
1 ? ? w o 67 0 l
376.01' TOTAL QQ 4Q ^(o.8j ACF� 4,g�o ro° gp POCKET PARK 1 w 10 SP 1 2T w o� O o SETBACK
5/8"G 0p, 20,0 )� (0.11 qCF^ ^S,O v 7 w I nI , N w.o BUILDING - o•oo' 2 32.00' _ _ CAROLINA LAND
_ ) 06 o 66 D o 20.00' 2 0.00'
_ EIR S74. Q 4p v 9 SF Sv • W I rn 9' cP n (� 20.00 20.00' N
0' 2 r of 78 v ro I °' 1 0 30.00' W 162.00'�1 / S724„W 0 (0'1 AC) m ^5,290 M v rn N06�16'36" G ;
r 6 128. 4.61' 4 (0.1 SF O N "�
/ 89' TOTq� 0 00' 2 AC) w 5,593 n n 77 w
o 20' EIP S12°11'33"E
SF _� O I N 'PARALLEL a 0 65 I o S83°43'24"W �PE A BUFFER 1/2" GROUP LLC
LANDSCAPING NOTES: / N/F �,5�i ERs 0 43.s1 I (013 AC)
I 5,983 SIF OPEN 1 5' SIDEWALK HC RAMP v f o
RAY K. PLEASANT / / IN TREE 44.5j, I� (0.14 AC) a 18.5' 24'c+18.5' 1 MAIL KIOSK g251 0 o O IWo 42.00' S12tt'33"E 149a6 ` �.96'
DB 1110, PG 677 N F N1 ' Y J SPACE N c N1z16'S� �l0 64 0 01 2" 1;
1. ONE LARGE CANOPY TREE REQUIRED PER SINGLE-FAMILY RESIDENTIAL / 4°52'1 44.8g'
PC F, SLIDE 199-B JAMES ALTON SPENCE & WIFE, 3'e 24" SPILL `S° 0 1 EIP \
LOT, TO BE PLANTED IN THE FRONT YARD OUTSIDE OF RIGHT-OF-WAY. / '34S 9g' 45, \ I I CURB TYP
TWO SMALL MATURING TREES (CREPE MYRTLES PREFERRED) MAY BE MELINDA ALLEN SPENCE \ TOTq� 2S' w ( _� 1 Q RY WAY BC) So6°16'36"E 100.00' N/F II I N
USED IN LIEU OR LARGE CANOPY TREE UNDER OVERHEAD UTILITY LINES. PCB F,2SLIDE 19995, PG 3 B r� 4 �� S1¢52'13"W 3 4s 2e CNn I ?o B\gU w (27' BC 10 3p 00, 20' DRAINAGE DI PATSY ADAMS MATTHEWS 1
2. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS / / �, �/ \ 5°.s�' 4s. v UBLIC R� oo' EASEMENT W ESTATE 96E, PG 126
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD - 46' tip' g0' p 4' TOTAL 2000' z0 1 DB 933, PG 548 341 Kilmayne Drive- Suite 201
„W 243.3� 2o.00 z W
FOR NURSERY STOCK. N/F 16'Ss Cary, North Carolina 27511
1 N12° �r 3oAo J m
3. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH DARYL E. JONES & WIFE, \ 24" STD. C, -��30.00
A MIN. OF 4" AWAY FROM THE TRUNK BASE. / FATMA BETUL JONES CURB N 1 '00 20•0011 1 o POCKET PARK / 01/2" Phone: [phone]
DB 2686, PG 463 & GUTTER 0 00' 20 1 1 20' DRAINAGE N EIP
/ 1,2„ 2 1 CK
PC F, SLIDE 199-B ERB 30. 0' t t G SETBA EASEMENT 62 63 m TO BE RELOCATED 1
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE / / BUILBIN ? 61 O o BY OTHERS I
TOWN OF ANGIER UDO. THE OWNER OR DEVELOPER IS ENCOURAGED TO �� W o o 5g 6o a AXLE
CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN ��' o rn_ z DRAINAGE o w_ o- N/F
THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS p`�F �� \ ��-^ �, EASEMENT 57 58 0- �; N82°25'22"E CYNTHIA ANN ADAMS WALKER(
FOR PERMITTING PURPOSES ONLY. / F'199 r 2 1 � 56 rn O_ & HUSBAND, I PROJECT INFORMATION
1oa.50' 54 55 30.p0 OFFER 1ERe' JAMES FRANKLIN WALKER II
N/F DEAL CEMETERY � m 0, _ o0 20.0d 20 p0' 20, TYPE A B DB 933, PG 546 I u N
JOSE S. CRUZ & WIFE, _ 2 20•
rl0 QG \ gl CK 3C.00 12 1/2" 0 1/2" N/F I 3 DESIGNED BY: CALEB
a SITE NOTES / / DAYTI R.RACT 02DOF UEZ \ BARBARANAF BUTTS & N, o` gUILp1N�SE za Co' 3p 00 ,W zao p0 S12°16'Ss"E 371 ERB ERB(� EIP JACYNTH AMES A ANNINADAMSE WALKER E \
DB 3424, PG 295 DORIS McLEOD HEIRS - zo.00 20p0 N121s56 1/2" 1/2 TI DB 965, PG 90 I DRAWN BY: CALEB
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE PB 99, PG 422 ESTATE 96E, PG 126 30'00' ERB ERB 1/2"
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO SITE DATA o ERB I pp CHECKED BY: SCOTT
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL PB 2015, PG 326 0• \ I
N CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO N12°14'35"W 1/2" ' 1 ERB PROJECT NUMBER: 1728
" VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DEVELOPER CAROLINA LAND GROUP, LLC \ 7.98' ERB \ \ AXLE 1 I
W DAMAGE INCURRED TO EXISTING UTILITIES DURING MAILING ADDRESS 341 KILMAYNE DRIVE - SUITE 201 �c ,
U) CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CITY, STATE CARY, NORTH CAROLINA 27511 1/2 1/2
CONTRACTOR'S EXPENSE. ERB ERB \ \ \ 1/2" �\2,i I I DRAWING SCALE
N PIN NUMBER 0673-65-9280.000 1/2" ERB
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. \ ERB N/F
3 3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL 0673-75-1766.000 1/2" ROY LEE ADAMS, JR, & WIFE, N/F
Z BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER TOWNSHIP BLACK RIVER ERB o 1„ \ \ NANCY MAURINE ADAMS \ BARBARA A. BUTTS & 1 HORIZONTAL: 1"=60'
FEDERAL ADA AND LOCAL REQUIREMENTS. PARCEL 1 OF DORIS MCLEOD HEIRS
U) TOTAL SITE ACREAGE 19.10 AC EIP
0 4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE r��-�` DB 966, PG 901 t t ESTATE 96E, PG 126
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. ACREAGE TO BE DEVELOPED 19.10 AC \ P` / N/F
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. ZONING PUD \ DORIS ADAMS MCLEOD & HUSBAND,
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH N/F \ RALPH ERNEST McLEOD DATE RELEASED
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW EXISTING USE UNDEVELOPED \ JOSEPH WEIS & WIFE, \ N/F DB 966, PG 895
OR WHITE ON ASPHALT PARKING LOT). PROPOSED USE RESIDENTIAL DEBRA WEIS ROY LEE ADAMS, JR. & WIFE,
> 7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY 4p DB 3539, PG 459 NANCY MAURINE ADAMS 1/2" MAY 6 2021
DISTURBED/DENUDED AREA 16.61 AC \ \ ERe
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
s \ DB 966, PG 898 PARCEL 2 OF
PB 2015, PG 326
a BACKGROUND OR A WHITE SYMBOL ON A BLUE SETBACKS REQUIRED: DSF TH DB 966, PG 901
1,2„ GRAPHIC SCALE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE m \ \ \ =RB
FRONT 20 FT 20 FT
E THE INSTALLATION OF THE PROPER SIGNAGE. Cn
8. ALL PARKING SPACES ARE TO BE LAID OUT IN SIDE 5 FT 0 FT NC GRID NAD 83(2011) p \ 60 0 30 60 120 240 SHEET NUMBER
F7 ACCORDANCE WITH THE SITE PLAN DIMENSIONS. CORNER SIDE 15 FT 10 FT c
N 9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN REAR 20 FT 10 FTly
ACCORDANCE WITH STATE AND LOCAL LAWS AND _ WAY 5
lo S�° /2 HIGH w
REGULATIONS. OPEN SPACE: ERB NG UBLIC P, ( IN FEET )
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN REQUIRED 0 SF 0 AC 1/2" 0 P
OF ANGIER AND STATE REGULATIONS. /' 6 1 inch = 60 ft.
ERB
PROVIDED 203,601 SF 4.67 AC - C -200
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