NCC240509_Site Plan or Location Map_20240222

CURVE TABLE (Aj C11 P
/
CURVE LENGTH RADIUS BEARING CHORD I` 1.) t/2 I EIP 0/5 / ■ Si�V
Cl 39.27 25.00 N36'5717"W 35.36 N/F 200
`\ c 1 } „LETICIA GONZALEZ ORTEGAGS \��JO{�`�Oi`�
C2 95.99 525.00 502'48'27'W 95.85 DB 1067,PG 752 N/F v2.fyend sIxc zb6o6
PC F,SLIDE 313-C I JA DB54G3RYP�AMERON � Si'128I SR 1291Civil engineeringlland BurVeyinJ
C3 43.84 25.00 N47.48'27"E 38.44 d� I/2- TRACT 5 OF 777 �° 4Os
IEI2 EIP PB 98,PG 143 - I ' SR _ amwlnu+26.6T fa 1910-IM-6111 v6.66ADWmMNmv.mn
C4 41.15 50.00 574'28'02"W 40.00 p :J zj t 2 I t R2 128q
C5 41.15 50.00 S27.18'39"W 40.00 -R EPK - ERB A
P 6 -- _ P r•°------ _ ___C6 61.69 50.00 S3,'36'39"E 57.85 I/2�_`••'��� R SR1281 --_-�� C --- SR1291(OLDU$421) SITE
C7 41.15 50.00 N89'28'02"E 40.00 EIP `__`1 ®- 60HDMA$FARM ROAD( "�__ II ry 1oD835887 ___ 60'PUBLIC R/W vl \ 7"
1 2 -�'-%, PUBLIC R/W AD)'- --__ /2 11/2- E 2.005.615.803 N/F __ \\\\\\\\111111R
C8 33.49 50.00 N46.42',0"E 32.86 � -_ ERB f-ERB rvGEGRiD616 D583 EDWARD LEE GRIFFIN&WIFE, - _ `g `����,.••'•••0�2
N/F -4 201I1 RUBY SLOAN GRIFFIN 5/e" - Qf FB$8/~•"'•
C9 30.77 25.00 562'46'52"W 28.87 J.CARLOS ZARATE& --�f._� w - n ) _ ERB 5 8' C•� '
_• DB 1161,PG 223 �/
SANDRA SANTOS "'� •
_--�_=w BB PORTION OF TRACT A OF ERB itiA,.......s.: 4,1
C10 29.97 25.00 N47'36'S9"W 28.20 DB 1051,PG 469 '"��- - vv PC F,SLIDE 167-D - / N F N F I 'V��PC F,SLIDE 248-8 I-
C11 39.31 525.00 515'25'24"E 39.30 - ' �_ RUBYJOYCEGRIFFIN EDWARD LEEGRIFFIN&WIFE, <C12 186.59 475.00 506'18'S5"E 185.39 �� i6i �- -�- - I DB 3868,PG 34 - RUBY SLOAN GRIFFINS� •I/2" E5*,[.� __----- SR 1 - � �_ PB2003,PG1075TI 1161,PG T PN/F %t '0 F: .C13 150.12 475.00 S13'S9'30"W 149.49 \Z` EIP• : 1 I AN•E ,' -`!a- 284(MOOoUNION CHURCHRO --_-- ERB PQPCION 3LIDF�E A]6DOF 61115 EN0 ' EDWRUBY SLOANARD LEE F IIRIFN FIN IFE,_ - Rjlllll\\
1 U FUTURE DEVELOPMENT
,_�i 1: BLIC R/W AD) _� 5/e" TRACT 2 OF
C14 30.77 25.00 N58'18'35"E 28.87 N/F )I , -""-+�y�_ - --� •ERB DB 1006,PG 18 ,'„A NORTH /� �j�
C15 70.27 50.00 553'18'35"W 64.63 JUAN RUBIO ! "� I _ ------- _--�-- / TRACT B OF I v•II L`�
DB 1051,PG 465 2 ) 7 , --_ PC F,SLIDE 176-D
016 41.15 50.00 S1O"3158"E 40.00 PC F,SLIDE 248-8 1 I 168 I I -1..I -- - PP VICINITY MAP
_ I , ® I I I , - _ • V 1, 1 MAP REVISIONS
C17 50.76 50.00 563'1142'E 48.61 ® 1 II I I 67 _ 66 I I I ' --_-__ --- \ \ EIS NOT TO SCALE
C18 56.44 50.00 N55.23'00'E 53.49 -- 1 1 I 65 I I I _ VfI r \ \
C19 27.64 525.00 N21.32'14 E 27.64 3NiF�x I \ 3 I 1) \ I I I I I I 64 63 iI I 62 I I I I " \C20 109.80 525.00 N14'02'14 E E
ESAR RUBIO-MARTINEZ
RUBIO&WIFE. . ^ • II L_ I I61 I58 / NI52500 N023318 E DB 1051,PG 473 PC F,SLIDE 248-B ) I I 8 -7 1 1 I * _ L I L j I I I I / I / I I
C23 29.52 525.00 N15.5728'W 29.51 /2' ® I 1 I _ JJ L I I _I,,.�/ -�.: GILBERTO HOLGUIN&
nP * I 0 `II I I I_ 11C _ -== - I ' l I /� / -` CRESDBC3911ELPG Q628.JR. /
C24 212.35 475.00 504'45'42'E 210.58 I/U i \ I/."® I ® ._. /I L _J J L L 57 I PC C.SLIDE 176-D /
025 39.27 25.00 553'02'43'W 35.36 I0 _
\ JI "_:::1
I 9 '.
C26 39.27 25.00 N36'S717'W 35.36 I -�-- - - _ \/\ MOORE UNION
1 I I I i 1 _ _ - - -_�_ .� \,�, \ J I FREE WILL BAPTIST CHURCH N/F
C26 39.27 25.00 EE
35.36 /JLq,,,E II.yEA 55.20L / f �- -,',- -0 R/ .._ /IL/TY ACCESS) ' DB 611,PG118 VILVA OEON&
r � �// / INVA 145.00 --_-- •�/ 1 27 I , r-I- -= / DB 3771,PG 704
C30 80.33 255.00 S51.49'31'E 80.00 ` 50 R/W(PUBLINEA WAY I I I 28 I I I ! ' O "/ I---
- A I TRACT 2 OF
\` �� &UTILITY ACCESS - III \\�' 29 I 1 1 - I I DB 3708,PG 376
C31 80.33 255.00 569'52'30"E 80.00 \166 " \. / .' _- ) \I I \ ® I 1 1 L I- 56 IEIP 1
C32 37.56 255.00 583.07'08"E 37.52 '` 10 7 Lam` '�1 I I I �/ I I \ _ O• EXISTING
6B"
/^ BOL1
C33 21.03 25.00 N63'1436'W 20.41 TROY W/SCHALL 3EIR�� \ i -1` ` 12 �I, `�♦ I 11 ' \ \
T3198, OF " .� - \ // /.- .""'„", I \� II I' L ' 52 0 v IEIF
•
C34 55.14 50.00 570'44'36"E 52.39 DB 3198,PG 667 I \
C35 78.54 50.00 N32'39'42'E 70.71 PB 2005,PG 321 ; \` / \ " " " " " \ \� L J 1 I - \ \ \ /
• I--, - /� PROJECT NAME
C36 7esa sa.ao Ns7.2o,a'w 7o.n -� �111 111 _ - - i 1 8 1 - -V /,. \ �ExlsnNc
C37 28.96 50.00 561.04'01"W 28.56 �� 0 \\ / " " \ II V. 26 ,• i -51 ../ \ IEIP AXLE
43
C38 21.03 25.00 N68'3401 E 20.41 "•I' I I I - I BRAYDEN
C39 322.01 205.00 542'20'18"E 289.91 ` \ \ " �, I I I �! , 1 • r 4�" PRESERVE
C40 39.27 25.00 547'39'42'W 35.36 \ \ , i \ I I (- _ I[e -- III , 1 I1 I �.` C -/ .. - '- r /^ I 1
C412 21.03 25.00 N63'1436"E 5 1 \ I1 I \Jl` SUBDIVISION
C42 81.32 50.00 585'44'36"E 72.65 \ j I C \ / / 49 _ ` I
C43 78.54 50.00 NO2'39'42'E 70.71 I/2. 13 7 \ , I 1 I/
.`, ' -\ _
I I 50
C44 81.32 50.00 N88'5559"W 72.65 RIP / / / - (y1 ,1 \ I I -I I 1 I ` / I ` `/ '
C45 21.03 25.00 N683401•E 20.41 �"" "�\ VV ,# ,/ \ t "/7 /( r \ _\ 1 I I I L,.. -. / / � v N/F
CAR 39.27 25.00 542 20'18"E 35.36 \ \ �// , / ` .. _� �/ 1
O I I �_ - - '\ / LONNIE BUIE CAMERON,JR.
\ / I',
- _ _ _ PORTION OF TRACT 1 OF
V 0 7/ / i I --- - -- --_ .-
7-- ' C DB 1098,PG 964
C47 68.12 725.00 505'21'13'W 68.10 _ _ _ _ _ _ _ _ 24 _ _ _
RIDER STREET 46`
C48 39.27 25.00 553'02'43'W 35.36 / / , I _
14 /, V L /' ._-��°.R/�(PuSuc&unuTY Access) I C50 41.57 50.00 N24.0915E 4001 ' \ \ ��- it /- -..-..-..-. -..-.. _ = / ` ` I
50.00 N24'09'15"E
C501 39.27 50.00 N24'2709'W 38.206 I • } 0di
N/F / CD i OVERALL
AXLE
C52 92.10 50.00 580'17'00•W 79.62 TROY W.SCHALL " / \ y / /7 /` I '/�\ SITE
T D
C53 30.77 25.00 N62'46'52'E 28.87 D63198,PG 667 CA \ \ / Q" / / / I: I I 44 �1 ' -a_�J _ JI 1 E PLAN
PC D,SLIDE 123-D /OF ' 15\ \\\/// '//� i' /� \... / I I i ^�'..` I I 45 JI I 46 \ I \ ©,201054 39.27 25.00 536'S7'17"E 35.36 /
1
C55 39.27 25.00 553'02'43"W 35.36 )1 f .\ \ 1 V I 1 I
/ 16 '/yTOQ�m i/ / 22 \ �� •' \ ` 32 I 1 I r r ' .. 47 '. \� i \
© 1:1 II \ \
1 � � ( 17 \ ��d /, / / -.� \ \ ��. ��,-7 �--� I. 1�\ -.., 1 - - - - - - -/. - - - A CLIENT
�� LONNIE B N/F
MERON,JR. \ TRIANGLE LAND
Ewe 1` 1 ` _ ./ / 21 f+-� \ ,yT "ice / •\�,\1 `C\ 43 42 / DB„84 PG 466 \
N 6066t4.257 • .A:of i - /, 2 , � /- \ \\ \ I /\ ® 1 - 41 PC E,SLIDE 103-C
E 2.004,584691 - 1 i o• ,_ �� / ' \;� i `-� / \ PARTNERS, LLC
NC GRID NAD 83 "\ / 4 ! ` /
LANDSCAPING NOTES Vi } \
,. 30'STREETSCAPE BUFFER TO BE INSTALLED AND MAINTAINED BY THE oI I 18t-.....e-n- \ 3 \ ; J 1___ / \
DEVELOPER UNTIL SUCH TIME THAT OWNERSHIP IS TRANSFERRED TO AN HOA OR 1 �J I �, \ � �` ` 33 \s` �.-_ ,- L -• _
INDIVIDUAL LOT OWNERS PER HARNETT COUNTY LIDO STANDARDS. - 1 \ pGt o" Y --•V - - - _ _ , \
--T`R----- -..-- >e„ \
2. 30'STREETSCAPE BUFFER SHALL INCLUDE /// M - \ - -� \ rf
2.1. A STAGGERED ROW OF LARGE MATURING TREES AND AT LEAST FIVE(5)LOW _ / I 20 ' _ - EMPRESS STREET / _
GROWING SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE. I •x, / -• '��_ - 50 R/W(PUBLIC&UTILITY ACCESS
2.2. A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS PLACED NOT �- 19 •' / // "�, _ ) I 1 PO Box 5548
MORE THAN FIVE(5)FEET APART WHICH WOULD GROW TO FORM A "/": - -----
CONTINUOUS HEDGE OF AT LEAST SIX(6)FEET IN HEIGHT WITHIN TWO(2) I I 1 "x" [Re ✓ / >/ - 'I - .-I. .._, _ -� /1/ I Cary,North Carolina 27512
YEARS OF PLANTING SUPPLEMENTED WITH LARGE MATURING TREES EVER 30 N 606.464327 ( / r �' Phone:[phone]
FEET. \ E 2,005,766157 r-- _ / N/F
3. EXISTING VEGETATION SHALL BE RETAINED WITHIN REQUIRED BUFFER AREAS TO \ C / -I I NC G E 105 83 ` / / / r ^ - j '� LONNIE BUIE CAMERON,JR. /
THE EXTENT PRACTICAL. 7/\ V O �` ,' ,� J//_,1 DB 837,PG 976 I
40 PB 6,PG 123
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT I. 8 1 // 35 I 36 37 38
COUNTY UDO.THE OWNER OR DEVELOPER IS ENCOURAGED TO DEVELOP A PLAN I _max _ / I I ',._ ® I 39 ' I PROJECT INFORMATION
THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS.THIS PLAN IS FOR I
E PERMITTING PURPOSES ONLY. * N/F • I.
I
n 5/RB" ' JAMES LERON SPENCER
DB 2882,PG 52] L I / 1, 1. DESIGNED BV: CALEB
8 , PB98,PG143 J -f L
2 SITE DATA B ERe it, =1 - J L - /'7 L J DRAWN BV: CALEB
E,p CHECKED BY: SCOTT
OWNER TRIANGLE LAND PARTNERS ExISnxG
- MAILING ADRESS PO BOX 5548 I / • (TI51R0 ED) I PROJECT NUMBER: 1997
u CITY,STATE CARY,NORTH CAROLINA 27512 SITE NOTES LEGEND: I /
_ J
PIN NUMBER 0600-66-2943.000,0600-57-0572.000 EIP OO OP-EXISTING IRON PIPE 390 MAJOR CONTOUR
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE ER 382-MINOR CONTOUR
0600-56-1850.000 BENCHMARK AND MUST BE VERIFIED BY THE GENERAL KO EPK-EXISTING PK NAIL / / DRAWING SCALE
m TOTAL SITE AREA 3,225,182 SF(74.04 AC) CONTRACTOR. ERB x SPOT ELEVATION
O ERB-EXISTING REBAR N/F BO w2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE BENCHMARK NC HOLDINGS GROUP,LLC I tE L,xT
AREA TO BE DEVELOPED 3,225.182 SF(74.04 AC) 0 COMPUTED POINT N F N F
^a', EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO ®SIGN / TRACT 1 OF / / / " HORIZONTAL:
CURRENT ZONING RA-20R CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL N/F-NOW OR FORMERLY DB 3448,PG 744 NC HOLDINGS GROUP,LLC LONNIE B.CAMERON,JR. ,C.' 0y
3 EXISTING USE UNDEVELOPED CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO R/W-RIGHT OF WAY WTRANSFORMER PORTION OF TRACT 2 OF I PDB C E118LIDE 103-C m
o VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL Q LIGHT POLE / 30' STREETSCAPE BUFFER DB 3448,PG 744
PROPOSED USE SINGLE FAMILY RESIDENTIAL PROPERTY LINE
DAMAGE INCURRED TO EXISTING UTILITIES DURING PPS UTILITY POLE
PROPOSED BUILDING LOTS 68 CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL -OPL- - -OLD PROPERTY UNE I DATE RELEASED
S DISTURBED/DENUDED AREA 14.1 ACRES CONTRACTOR'S EXPENSE. - - -ADJACENT PROPERTY UNE C GUY WIRE - - -
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. M TELEPHONE PEDESTAL GLQW-GROWING
t OPEN SPACE REQUIRED 0.0 ACRES 4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS - TIE LINE 30' SHRUBS PER / I -
W WATER VALVE LARGE MATURING7/(F OCTOBER 11,2023
S OPEN SPACE PROVIDED 13.0 ACRES OTHERWISE NOTED. ----RIGHT-OF-WAY ',CORE
/
0 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN V WAE HYDRANT TREE MATURING ry
31 WATER UNE �o / � -- TREE„. GRAPHIC SCALE
SETBACKS REQUIRED: RA-20R 6. WITHIN
L H EXISTING
PROPERTYV LINESS L REMOVED OR RELOCATED. OVERHEAD• ITCHCE UTIUTYERUNE LJ WATER METER 'T' �'+
FRONT 35 FT 6. REGULATIONS.
IMPROVEMENTS SHALL BE INSTALLED PER -••-//-••-DITCH CENTERLINE I I ASPHALT *' / too o so too zoo 40o a SHEET NUMBER
E
CORNER SIDE 20 FT HARNETT COUNTY AND STATE REGULATIONS. ----WETLANDS I:':'-':'1 WETLANDS 54. o_
SIDE 10 FT (UNSUITABLE SOILS / A� V� V� V� V� V� LI
¢ REAR 25 FT EXISTING EASEMENT LINE 0 0 'ljrj' 0 0 00 0 0 0 0 0 0 0 0 0 0 /
a X FENCE UNE I (MARGINALLY SUITABLE SOILS/ EVERGREEN HEDGES
rWWYvvS TREE LINE / 1 inch FEET00)ft. L.O
/ 1 20' 1