NCC242586_Site Plan or Location Map_20240823

VARIES 6' 20' 6' \ \ , 4 -/`lam'1 P
•A (SWALE) __ (SHOULDER) __ _11 (SHOULDER) \ ♦\ \�Pt �\� ■ �/i�V
O ,0' 10'
9h 4. ►.. ► 4D DISK#3 \ ♦♦ 'O ROBERT TAFT BULLARD Solutions
`,' S N 625,975.643 "CL DB 6390,PG 320 TOTAL AREA' (BY COORDINATE COMPUTATION) civil engineering l land surveying
's J ,5.f E 2,104,977.106 ♦♦ \ o-ZS�, 2,248,264 SF(51.61 AC) 400 Chicago wne AM M.Fayetteville.NC 28i06
*iiik
a ELEV 315.89 ♦-o rM[n� alnu191u+26-6%77 2KIW1O.MW'WO1 mer10.96a
.5'.1-CARRY BASE COURSE 6" NC GRID NAD 83 \ ♦L�`O e„ S011RCF OF 7171E ADWmIWnn4wm
Z BEYOND SURFACE COURSE 2% 29. (2011) \ C` n / ER 1602 45-5180.000
e% ST NAVD 88 ♦ P ERN DB 3437,PG 502
1602-44-7709.000
SITE - ^ �- - - n --- _ _ ♦ Ev��Gi� DB NETT, OG 510
j' ti " HARNETT COUNTY
♦ I\1 ell; 071602 0042 01 REGISTER OF DEEDS
THIS IS FOR ERe � �Po � � 071602 0042
FILL SECTION -9Q/ / N/F / LOT COUNT:
1 \ _ GEDIECHNICKENGINEERSHOULDBE3 /\ ♦\ TDB R2627U PG 93 70N NG RA-30 TOTAL 34
3 ' SBGRADE /,/ / ♦ 6/ PB 45,PG 137 TOT AREAS:
CONSULTED TODETERMINE DEP1H OF ABC 35'FRONT
ROADWAY TYPICAL (WITHDITCH) NEEDE°'°MEE ry DOT REQUIREMENT DEE 3:1 CUT SLOPES IN CUT SECTIONS Ra �_. 10'SIDE AVERAGE LOT SIZE- 37,275 SF
N/F ' ),))))2_,
25'REAR
JARRED LANE BULLARD "''�-/.: / / 20'CORNER SIDE MINIMUM LOT SIZE- 25,000 SF
--� MINIMUM LOT WIDTH- 100 FT
30' STREETSCAPE BUFFER DB 4175,PG 2350 / \� ® "/` /
♦ YVONNE MARTHA,REED&SPOUSE,
--- \ ♦♦ / RICHA6D0,REED,JR.
5 LOW-GROvnNG / • DB 6130,PG 447
SHRUBS PER / I -IV
4 J \ / •/ / #♦ 1ERB / PB 45,PG 137
NORTH ' LARGEmMAETURING IF 4
OE 1 \\ / ` 3
MATURING
7\\ 33 / 1 /
F
/ \ \M j ANGEL LOPEZ-SANTIAGO&WIFE, REVISIONS
VICINITY MAP I / //' "
/
N 625.572.779 / .i / / _P\...... BERTHA BAUTISTA-PEREZ
u 2t0a3NA3.660 �'I /' \ \ \ DB 5627,PG 100
a A V D /
NOT TO SCALE C C(a„)D 83 -. / , PB 45,PG 137
,,lI,�M.A.x.1�
1 M 1 1 1 1 1:' 1:' o 1 o 1 o o o o o L�/2,. / 1 \�\-�'i/ \\• �0 \, ♦�\./} \ i qi /
EVERCREEry HEOCE L O j,/ / `' ♦ 7
/
i B� \ \ 32 , / I_ N F
LEGEND: •"�20' \ / ` '1 \\ �, ♦ DAVID R DENTON&WIFE,/ H a3
ECM-EXISTING CONCRETE MONUMENT LANDSCAPING NOTES "/ ' v " \ / • \ \ / \lI // / • \ C / �/2 \ DEBRA M DENTON
EGnka / // • \ ♦♦ hY1/2' DB 3389,PG 476
EIP IZ0U EIP EXISTING IRON PIPE ll I/2 i , • \ / _\♦ "`ttt\EIP PB 45,P PG 137
_ a o
1. 30'STREETSCAPE BUFFER TO BE INSTALLED AND MAINTAINED BY THE DEVELOPER,UNTIL SUCH TIME THAT / ^ -\ J ERB TI\\ 1,I / / •'NO ERB EXISTING REBAR OWNERSHIP IS TRANSFERRED TO AN HOA OR INDIVIDUAL LOT OWNERS,PER HARNETT COUNTY UDO STANDARDS. / �/ \ c \ IP' �n♦\ \ I\ 5 1
EBB®EPK-EXISTING PK NAIL 2. ALL REQUIRED LARGE MATURING TREES SHALL HAVE A MINIMUM CALIPER OF TWO(2)INCHES,MEASURED SIX \� \,., /o \ - \ (1 / ,♦ - } y
INCHES ABOVE THE PROPER PLANTING LEVEL,OR A MINIMUM HEIGHT OF SIX(6)FEET AT THE TIME OF ` \ • 31 M
o COMPUTED POINT \ ''\ 1 I I / < '\'J \ 7 N/F CC >
PLANTING. / J \ I \ ro I/2=. Y SI' LEAH J.ANTHONY // 0
N/F-NOW OR FORMERLY 3. SHRUBS SHALL BE A MINIMUM OF TWO(2)FEET IN HEIGHT AT TIME OF PLANTING. ` \ \ \ ( L^ _ ERB /2" DB 4124,PG 368 / / Q
R/W-RIGHT OF WAY 4. 30'STREETSCAPE BUFFER SHALL INCLUDE: I •\ \ \ • %. EIP PB 45,PG 137 (,
RCP-REINFORCED CONCRETE PIPE 4.1. A STAGGERED ROW OF LARGE MATURING TREES AND AT LEAST FIVE(5)LOW GROWING SHRUBS FOR EVERY \ �� ) .��al - \ ' ♦ //(Il\,y1 Z o
REQUIRED LARGE MATURING TREE. I \ / \ 30 I L'� / �('•� RI ///
PROPERTY LINE ♦\ G / CC
4.2. A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS PLACED NOT MORE THAN FIVE(5)FEET \ � / 1 \ \ / , 0J -
- - -ADJACENT PROPERTY LINE APART WHICH WOULD GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST SIX(6)FEET IN HEIGHT WITHIN • \ \� I I I 3 /.(O QJ / O
--RIGHT-OF-WAY TWO(2)YEARS OF PLANTING SUPPLEMENTED WITH LARGE MATURING TREES EVER 30 FEET. / • _ \ \\ ♦\ / 60 ��6 J w
5. EXISTING VEGETATION SHALL BE RETAINED WITHIN REQUIRED BUFFER AREAS TO THE EXTENT PRACTICAL. I \ / \ / I) • \ � � // LLJ co
66 SANITARY SEWER ONE /\\ \ \ I I I 1. / 7-{�/2"/ - / / 9+�
6. STORM DRAINAGE *THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT COUNTY UDO.THE OWNER OR V / 29 // \ l I 1 I - 318- / A "�ERB N F
I CC
DEVELOPER IS ENCOURAGED TO DEVELOP A PLAN THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS.THIS I I \ n \ \ / \\" \ f _ \ ♦ / MACARENA RODRIGUEZ AVILA n O
• -WATER LINE o • L.L
„roUNDERGROUND FIBER OPTIC PLAN IS FOR PERMITTING PURPOSES ONLY. - / // _ \ )� \\ /
♦ DB 6410,PG 38
\ ` \ 1/ _ •---_
♦� �EPn/ PB 45,PG 137
]/ OVERHEAD UTILITY \ I \ \ /` F`+c': yy"" \♦
-UNSUITABLE SOIL /
TREE ONE �� p�. A A 4/ /csoe, ' ® / ♦♦ A\ V N/F
•
300 MAJOR CONTOUR .yo \ \ I' ) Q$'oy •/ \ MARCHELLE C.HARRIS
299 MINOR CONTOUR )NOTES:ALL N/F DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES ROY LANE GREGORY&WIFE, \ 27 \. \. / / /(� / /,•\ \ / \ ♦ re2. DB 2073,PG 640 / PROJECT NAME
TERESA WEBB GREGORY PB AS,PG 137
x 'SPOT ELEVATION UNLESS OTHERWISE NOTED. ( /• / 1 ) I \. x \ / "'C)J0/,� \ B
TRACT 1 OF I - II \ / ?�`V • \ \ / •
\ ♦ V
BENCHMARK 2)COMBINED SCALE FACTOR: 0.99987988 wo C - J \ / \ \ \
LOCALIZATION POINT N.626,468.963 E: 2,104,589.458 DB 4113,PG 227 of, I'/ \ \ \ I / \ / (/�/�/�
1®SIGN CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY , % I •. ) \ -I •�/ y�3 / ar8 \ \l /L •OD \\ \\ // LANGDON
®MAILBOX VIRTUAL REFERENCE SYSTEM. I \ 2❑
Q ELECTRICAL BOX 3)THIS PROPERTY LIES WITHIN FLOOD ZONE"X"ACCORDING TO '.I _ - �� X ^ \ 5 // OPB
MAP/ 2018,3720160200K OF THE FLOOD INSURANCE RATE,BOTH DATED I `{ tERB PRESERVE
t,T LIGHT POLE JUNMAP 20,00. 26 \- . / / ,-/ 5,1 j s \
PPS UTILITY POLE 4)WATER LINES ARE SHORN USING INFORMATION PROVIDED oC O �--= \ \ %
GUY WIRE BY HARNETT COUNTY UTILITIES. •e�p /Z/j % / 1 \ / �j ECM\\ \ ♦\
T TELEPHONE PEDESTAL 5)THE PROJECT SITE IS NOT WITHIN A WS-IV WATER SUPPLY 0 / / // '- I \
WATERSHED AREA. 4,/ / / \\��/ j/ r-o.
\\^ I \ / \ \ \t SUBDIVISION
Dd WATER VALVE 6)THIS DEVELOPMENT WAS DESIGNED IN ACCORDANCE WITH p • ? 5 -. �' ♦ ERB
FlRE HYDRANT COMPATIBIUTY DESIGN CONCEPT STANDARDS. / yO ry / / /f'. II 1' :i \ \ \� / \\\
.,
O WATER METER 7)TOTAL LOTS: 35 p 74
8) 0.68 LOTS PER ACRE. 2 Q // 25 •/ i / / /A\
ASPHALT 9)THE DIAMETER OF ALL CUL-DE-SACS IS TOO FT MEASURED �p / - / O ,/ / \ / ♦ \
CONCRETE TO THE RIGHT OF WAY. / / /• / 19 I'1 1 I \ / / ♦ I/-
BUILOINGS 10)INDIVIDUAL HOME OWNERS ARE RESPONSIBLE FOR MAINTAINING w / / �� \ 11 II�I 0 \\ \ \ OERB
ANY DRAINAGE EASEMENT THAT IS LOCATED ON THE LOT. o / / I I / N/F
UNSUITABLE SOIL 11)THE STREET LIGHTING WILL COMPLY WITH SECTION 7.3 OF THE • _ / " ...I GTP TOWERS VIII,LLC ♦ ERN
WETLANDS HARNETT COUNTY UDO.STREET LIGHT LOCATIONS SHOWN ARE FOR w / ° <f 1) % DB 2712,PG 244
/ R. / -')1
• O
PROPOSED FIRE HYDRANT PERMITTING PURPOSES ONLY. / / ' C /�- I )\ - ECM 1A 01 2.
12)FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH ( I - EBB
•PROPOSED WATER METER SECTION 6.4 OF THE HARNETT COUNTY UDO. / J-"o/ •/ / /./ 1 I
N PROPOSED WATER VALVE 13)SUBDIVISION ROADS ARE 20'IN WIDTH. yy - N 624780.482
OW /� f' 24 / / // / I ) ♦\ E 2.105.883602
N PROPOSED TAP SLEEVE AND VALVE 14)THE HOA WILL BE RESPONSIBLE FOR MAINTAINING THE OPEN // I _ 1/ I NC GRID NAO 83
SPACE AND MAIL KIOSKS. - , 4 a / I / �/, / ` I 1 EPK PRELIMINARY
•PROPOSED BLOW OFF • // / ' I _ / \ (2otl)
FTi PROPOSED TEE 15)TOWNSHIP: GROVE / G \ /I ,/ / I I. / /^•
/) O
16)THE UNEAR ROAD NAME FEET OF ROADS IS AS LENGTH _ / // /J I I ��; •
ALICE TRACE PLACE 1594 FT /J($� 1�. \. < OEPK PLAT
GROVE TOWNSHIP WAY 1175 FT p •/ 1 I./ \ -/ / /�' /� I w� I 16 i/'.(1 1') I ® I 6' ''
TOTAL 2729 FT // c, I / i �„ I I I. ECM
17)LAND USE CLASSIFICATION LOW DENSITY RESIDENTIAL / / I _ //
/ % /'
18)HOA WILL MAINTAIN THE PROJECT SIGN,MAIL KIOSK AND THE c,2 ) j i 23 / / '.1 20 I - (� 1-N 1) I I : RT` /'
STREETSCAPE BUFFER ON THE COMMENT AREA.LOT OWNERS WILL ///••• o- - C //'
MAINTAIN STREETSCAPE BUFFER LOCATED ON LOTS. / / / / / �/ / / I.. - Vitt
1- _ /
19)PROJECT SIGN SHALL BE INSTALLED AT LEAST 20'FROM ANY /pr^' / I f A - / ,/
STREET ROW.A SEPARATE PERMIT IS REQUIRED PRIOR TO ( � �\ i / \ J' - 1 .I\0 I /
CONSTRUCTION- A / J I 11 c Tin�) 1 /
20)5UB2312-0026 / / I / \ �•I . ,/
f r 1 �..' / I 17 �.� ' /`. / /Pp0 CLIENT
SITE NOTES (
�P`,� I I I I • y ZI I Q o
,. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE o � � \ ��� �.. 1�/).,A� 1)( �..-� / I, � , \ // /QJ°� TRIANGLE LAND
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL 22 /� i _
CONTRACTOR 1 C/ ^'! \ L _
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE / / o// ^ 1 \\ / •o �I (1 1R 1) I = - II /( - _ _ - / //25'
PARTNERS,
ERS, I I /�
EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO /\' / /"� 7YC a� LLy
CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO �1 -
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL • / 1 \ /ms \ i6 • -----i
' 1 / / 5�
DAMAGE INCURRED TO EXISTING UTILITIES DURING / c,�j' / \, L / ' /'/
Y ` ll
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL l / \ /
CONTRACTOR'S EXPENSE. ©2,2,/
/ \ V / \ ) II / / / / j3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 0• // ( I \ / I- 10 1 r p4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESSj'/ f 1 �I 1 1 I „/ p • h ♦ /' ' / ' POBoo5548
OTHERWISE NOTED. / / / • J q - f \ I I r I� "0
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN /o / / I ` r ' /;''� ` / / / /' / I Cary,North Carolina 27512
ACCORDANCE WITH STATE AND LOCAL LAWS AND 6 / + / I 27 /�9a Nl \ / 7G'LC° - / / Phone:[phone]
REGULATIONS. I Y� /
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER w // / I . / / �) / / // '� / .o • hp / 0 I/O'•
ss
HARNETT COUNTY AND STATE REGULATIONS. / / / / ' / . / J �. �) 15 / ./ /. / • EPK RB
]. ALL EXISTING FENCES,STRUCTURES,AND POWER UTILITIES J ��((.... I
WITHIN PROPERTY LINES TO BE REMOVED OR RELOCATED. '� % \ ...,--2/ /� / �j' ` J \,� / •; /�// / /• • p/ ' t/2/
-/ ERR /' OWNER'S CONSENT
. // // , y� _ , \ / / / 11 I/ / M A' ' / PROJECT INFORMATION
Y. AS THE OWNER OF RECORD,I HEREBY FORMALLY CONSENT
pw o v% / / ! //' .� ` / // TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE \t 60 0
- �� /' / "� _\ /� / 1 /// PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE rK
e o \� \;/+ _ j y /// J /39y / I / - • HARNETT COUNTY ORDINANCES. 05 / ? DESIGNED BY: CALEB
SITE DATA _ //` i1v � �' / / f v ° ExIS NG I //'/ DRAWN BY: cgLEe
• EIS `° / �° rymo \ \ \ ,.La POST/ / 5 / DATE OWNER'S SIGNATURE CHECKED BY: SCOTT
rc 0 /�
O OWNER TRIANGLE LAND PARTNERS / ( ./.. /
G MAILING ADRESS PO Box 5548 -. r/ // I - n N/F / PROJECT NUMBER: 2005
1/2- 1/2- -/� q - _ _ -- / / \\/ \ M • HELEN J MOSS / /// *APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER Z.
CITY,STATE CARY,NORTH CAROLINA 27512 ERB• EIP • _ 12 , y DB 3332,PG 674 ' CAPACITY OR WASTEWATER CAPACITY.CURRENT/FUTURE 0 PIN NUMBER 1602 45-518 000/160-44-7709.000 ��_1 may' _^� 14 - I 7 // MJ Y / / PB 2008,PG 339 / /•
\ l 1/2. / \\ / Cho�/ , / CAPACITY MAY NOT BE AVAILABLE.THIS DEVELOPMENT MAY
TOTAL SITE AREA 2,248264 SF(51.61 AC) ERB / 2� / REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER M DRAWING SCALE
AREA TO BE DEVELOPED 2,248,264 SF(51.61 AC) / N/F - 13 / /IERg ' / AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND °J
ROV LANE GREGORV&WIFE / s 1 I O _ / *MI
WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, i
CURRENT ZONING RA-30 TERESA WEBB GREGORY 1 1 -_� Zo / / F%LIEc// CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. o HORIZONTAL:1"=100'
E EXISTING USE UNDEVELOPED / TRACT 5 OF / 77 �7 -_ - \\ / _I L )7./
EPK tY a
PROPOSED USE SINGLE FAMILY RESIDENTIAL / DB 3066,PG 779 \
N/F _ ,� i./' - "2 /FN/F XA• llJ"' Z
ROY LANE GREGORY&WIFE, l� h R0, LAN GREGORY&WIFE, O
V. PROPOSED BUILDING LOTS 34 TERESA WEBB GREGORY \ /-- RES WEBB GREGORY ECS DATE RELEASED
MAX IMPERVIOUS/LOT 8,800 SF TRACT 3 OF 1t D 1233,PG 976 /
B DISTURBED/DENUDED AREA 8.0 ACRES DB 3066,PG 779 / ,. y j_1 '/•/ - EPK GRAPHIC SCALE
OPEN SPACE REQUIRED 0.0 ACRES ��� hp /'' ° MAY 21,2024
OPEN SPACE PROVIDED 2.23 ACRES J C S _
SETBACKS REQUIRED: RA-30 11
/_ 3/a•/2• p / ✓/ / J
,To EIP EIP. EPKY 11
/"'` / IN FEET SHEET NUMBER
FRONT 35 FT o I
CORNER SIDE 20 FT I _.I I ��..((/ / Know what's below. I )
SIDE 25 FT
II o EPK(J % Call before you dig. J OMUh= log a.
If C-2.0