NCC233118_Site Plan or Location Map_20231020

CLHG@7E CYCLER!G17VfR TELEPHONE WOOD
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RNV=i9.I60' P6CSTAL //~ �
NOTES: SANITARY SEWER AWY/TCVE AO ACCESS- F7BER T SIN/TARY SEIYER Al4NNOLf. 0+5- ,
R/N=489.82' S70P1/FlFC QB R/M=i96.75' APO 3
1. THE FIRM HAS RELIED UPON TITLE REPORT FURNISH BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY VA(B7� y Cr
B077OM OF BOX=40339' ' M/RP3PfR1)'VAC /L, 4"GYP 'PO
TITLE COMMITMENT:22R01199 DATED JUNE 20.2022 AT 2:30PM,REVISED ON AUGUST 5,2022 AT 8:30AM,WHILE 4"DIP (3E NOTE 113) S/6/14L /NV M=49249'
AND IN PREPARING THIS SURVEY.THE SURVEYOR IS NOT RESPONSIBLE FOR ANY TITLE EXCEPTIONS NOT LW=48941 (may B"DIP
DISCLOSED BY THE REFERENCED TITLE COMMITMENT. 4"PVC TOP OF PIPE / INV 0Ur=490.85' /
/M'=4BB9Y
AREAS COMPUTED BY COORDINATE METHOD. - �\($Ef NOTE 1113), -HI _
PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,EASEMENTS AND RESTRICTIONS OF y \ _ r4r� ./T 1rF OF PAVC1"•- Y -
RECORD. z /E/�J l YNd1 INLET
lir4. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED, a _ --"1/NLE7 L 1"N / 17/ 49S5g / Si0
RIM 49009 I - , B RCP / Zi
5. RIGHTS-OF-WAY INFORMATION IS BASED ON DEEDS AND MAPS OF RECORD. S \ / G.H ROAD )g SW AY-49I9Y l �j��Ot \ TRAMWAY RD
COACREIE CHUB_()F_wAV AW IS=P='.74' rE/13 Al Er 1 A1w a '90+ 4W an=493s4' /,///
6. NC GRID COORDINATES(NAD83)OBTAINED BY USING GPS,PER THE NCVRS NETWORK [HEAD WALL M 'DER SEE'\'O CENTER CHURCH RD
CEN,p,�Jc e7-6 ,nv our-, "69• ! ��. �v I �* `90z, RAM' M rr` SITE/ s_
T. BASIS OF BEARING SHOWN HEREON IS NC GRID(NAD 83 NSRS 2011). \ It V �V'RCP T ��^/ -- �B PF'75 2-1::;•I'''''')i
' ', (� / uy�q/�gl/i, O8. VERTICAL DATUM SHOWN HEREON IS NAVD88 ��1ENI ��!�---Ip�yc ,11 �!� / `g/ e9. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE'ZONE X',AREA OF MINIMAL FLOODING,PER 1 Q- - ,F1, / O yN
FLOOD INSURANCE RATE MAP 3710963100.),PANEL 9631 EFFECTIVE DATE SEPTEMBER 6,2006 �`- 18. ,p 2 MVOD- 2' ,T l // j2Ps ( ��•E 41 /Nv our=ies.n' + TENCE , FE T," l F S O
10. NO EVIDENCE OF RECENT EARTH MOVING WORK,BUILDING CONSTRUCTION,OR BUILDING ADDIT „ , - 510'OVHo / ', ��OBSERVED AT THE TIME OF THE SURVEY. t:. 1 \ z N1/ •-•. E �e �' QGRA / �w / , F ' ' / // 1 0.04'31 W
11 NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF THE SURVEY. / W ,` FCONCRETE \ 4 - .SEE FOTE 113 1� ��.(�'ROPERTIES SHOWN ON THE SURVEY ARE THE SAME PROPERTIES REFERENCED IN THE TITLE ENT HEADWALE ��_ W !'. l I11TMENT \� / EDGE OF pp1'FW / �, - A1U.�4' ASP/NCT M.--LJ/II ... // 4. Hto G7Cy g4S0yHICKORY HOUSE RD
{- j'EATURES AND APPURTENANCES SHOWN ON THE SURVEY AS POSSIBLE ENCROACHMENTS WERERpAp 133.38' 3 I° TOP ERCY aFUT PROVIDED EASEMENT DOCUMENTATION OR EASEMENTS REFERENCED IN THE TITLE COMMITMENT, CH y - lPF CP a l O
E TIME OF THIS SURVEY. R CHUR OF WA 273 38 • „; i y o.,, _,19795• LOCATION MAP
CE pDF 87-G OF PA • N89°11'34"E 416.80'(TOTAL) / �� 15'RCP NOT TO SCALE
75 .r. f
PB81L''U7'�' /'- �'Zs ,' _ 10l - ;. A/FR[/NE J' aL /j - AY CY//=WII3D' REFERENCES.
45 E a :' 36.-,. 4 4e'FRa/ WOOD v > ti
� � PROPERTY LINE POSTS ^ �y,
• N1`E• SW/N=481.56' METAL 4. l j� 0 .
•• v• ��.`, Off, (SEE NOTE 113) MR) ' ^�. PLATFORM / , i�'
TITLE COMMITMENT "487.49 PROPERTY[R5£ _ ) 1rI
' ( NO l)FROM ' �/•
-- /� _ SEE J3p ) J- illr
S/MPSONBS/MPSONINC . ) 087=j 491�, CIN i96.67' PC e,SLIDE eT-G
� s2) P/N:9631-43-6903 Nv nv=4B4B5' �l\ u'ReP PB 1 PG 120
1. ANY DEFECT,LIEN'RSTTiAC ICE ADVERSE CLAIM,OR OTHER MATTER THAT Xlll) ., _ - _-. DB 471,PG 161 STORM//I - '01= 492. PB 18,PG92
APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED,ATTACHES, / ...• '„ TRACT II
(SEE NOTE 11J) / ! \\ _ ' l ;.n/- lNV IX/I=4g257 PB 2007,PG 75
OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF __- -- " `� -----_
THE SCHEDULE H RI B,EY PA�RREQUIREMENTS ARE MET. / ; ;' \ y+ (SEE NOTE l/J I
i PC8,SLIDE87--G S21°29'16'W
}}} /
2. TAXES FOR THE YEAR 2022,AND SUBSEQUENT YEARS NOT YET DUE AND PAYABLE. --' // PB2007,PG75 194.87'(TOTAL) 4 HTRE ;!I i
„? <, /l l
NOTASURVEYMATTER. i 22,394SFOR0514AC FENCE3. BUILDING RESTRICTION LINES. EASEMENTS AND ANY OTHER FACTS SHOWN ON - YARD ABET,'PLAT(S)RECORDED IN PLAT CABINET 8,PAGE 87-G,LEE COUNTY REGISTRV.(TRACT 2) BRADLEYDIXON&CAI L 7 \ RB/=494.J6'AFFECTS SUBJECT PROPERTY.PLOTTED AND SHOWN ON THE SURVEY. - _-- y. \ 18'RCP ♦ ' 1 \ SURVEYOR CERTIFICATION
P/N 963>d3378/ l SW nV=iezxx' at'I4. EASEMENT($)TO CAROLINA POWER AND LIGHT COMPANY RECORDED IN BOOI(OH, ESTATEBOOK8I-E-f V \ JO"RCP �. / \ I,THOMAS E.TEABO,PLS.HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
PAGE 35,AND MAP BOOK 7.PAGES 152 AND 238.LEE COUNTY REGISTRY. - __ kP{,IN=1B7J7 SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,FROM DEED AND
DEED BOOK TB,PAGE 35 AFFECTS SUBJECT PROPERTY.EASEMENT IS BLAN ----- ----PCB,SLIDE87-G 1 l / MAP REFERENCES AS NOTED ON SAND MAP;THAT THE BOUNDARIES NOT SURVEYED ARE
TYPE.UNABLE TO FIND MAP BOOK],PAGES 152 AND 238IN THE LEE COUNTY 's 133,934 SF '8C1O0 SW 0DT 7.18 y .' / CLEARLY INDICATED AS DRAWN FROM INFORMATION FROM DEED AND MAP REFERENCES AS
_ ENCE 279.84' o NOTED ON SAID MAP
REGISTER OF DEEDS. -- =OR - + WOOD ASMWLT \\ / I ` THAT THE RATIO OF PRECISION OR PoSIRONAL ACCURACY OF THE SURVEY AS CALCULATED
5. JUD�/)t' R OF NC STATE HIGHWAY COMMISSION RECORDED IN BOOK 17,PG BE77Y.SIff 4KW/BL c 3075AC - ', /PF• ) /SEE- �• FENCE µO00E \ l M IS 1:10000+THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
582; o5i 'BOOK S1.PAGE 594,LEE COUNTY REGISTRY. p/`-' Ay/ I ( I
,,,,U,Jy J-'O-�� ,+ _ / \ - �B1J ,ry�� WELL ^ FROM INFORMATION OF RECORD:THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH
S AMENDED.
6. GEU P'�„ PER RECORDED INFORMATION. ESTATELOOK BRI^E-J30 Z --- //6 \� 568083pF -�`4'-q,-9 �l � 11 Q l� IHEREBY ERflFEV THAT THISAMAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
4
TITLE 21,
;(p�O HEINS TELEPHONE COMPANY RECORDED IN BOOK 307,PAGE 105, 4&1 13 p
LEE' RTRV. �'--- OR \ DAVIDII SIM* I - j Alg,VE- V / GPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED
RECOhBPEDPAOPERTYIJNE SHOWN FOR
- QQ - 'Vl / /' N TO PERFORM THE SURVEY:
AFFECTS SUBJECT PROPERTY.EASEMENT IS BLANKET IN TYPE. / P/ 9631d3-6709 .- F /
NNIEXNPL=URPOSFS ONLYON'DiIS SfffGi' , _ i•WIRE �_ Y RD am , (1) CLASS OF SURVEY:'CLASS A°
7. NOTICE TO RESIDUAL PETROLEUM RECORDED APRIL 13.2021 IN BOOK 317,PAGE 105, l FFNCf Ips• ���"., AWCBOXES / RIM-49216 ^� (3) TYPE OF GPS FIELD PROCEDURE:REAL-TIME KINEMATIC NETWORKS-NCVRS
LEE COUNTY REGISTRY. / (2) POSITIONAL ACCURACY:084'
TRACTI -- �4 18-ALP 'ED
\ \ (4) DATES OF SURVEY:0821/2021-0627R022
AFFECTS SUBJECT PROPERTY.EVIDENCE OF MONITORING WELLS PLOTTED AND a AY=4B9.7/ CATCH BASIN (5) DATUM/EPOCH:NAD 83(2011)EPOCH 2O10.00
SHOWN ON THE SURVEY. -____ P132007,�75 _ dW bV=4B7.e1' TOP BACK OF (6) PUBLISHED/FIXED-CONTROL USE:NCVRS
\^�\ 30'RCP CURB-49 7 GEOID MODEL:2012 CONUS)
8. TERMS AND CONDITIONS OF LEASE DATED BETWEEN OAK RIDGE PROPERTIES "49756 _28.9O2 SFOR0664AC 1Q'hYP 'WT-487- S'RCP (8) COMBINED GRID FACTOR(S):0.899859000
AT ARISTA SANFORD,LLC,LANDLORD,AND SHEETZ,INC,TENANT. �(ry 91=487B6 ,\ \ 4P (9) UNITS:US SURVEY FEET
NO DEED PROVIDED. __
_ 8 /, /�/NPO�90 WITNESS MY ORIGINAL SIGNATURE,LICENSE NUMBER AND SEAL THIS
9. THE COMPANY DOES NOT INSURE THE EXACT AMOUNT OF ACREAGE OR SQUARE LINE TABLE -"' "48 \ /NV DUI=490.JY i1TH DAY OF APRIL A.D.,2023.
ay
FOOTAGE OF THE LAND DESCRIBED IN SCHEDULE A HEREOF. --' / 0
�D
+
SUBJECT PROPERTYSOUARE FOOTAGE AND ACREAGE ARE PLOTTED AND SHOWN LINE BEARING DISTANCE ,n99 /�\ 1 \ 21.38' PRELIM/NARY-NOT FOR RECORDATION,
ON THE SURVEY. \ ,'"RCP - - SALES OR CONVEYANCES
L1 S43'31'42"E 53.52' ----_, ,_-"- ' h WT=4A71/ \\ R�84 SURVEYOR NC L-3920
AW
10. ANY ENCROACHMENT. ENCUMBRANCE VIOLATION, VARIATION, OR ADVERSE __ \ �Q-
CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AND _____"' '/ ----- 34'
� ,- - \ ` C \I GY/�=494"
ON
ACCURATE
ABOVE NFORMATION ASP OTTABLE AND APPI.ICA L F.ARE SHOIWN ON THE L3 $1 B°28'17"E 6.85' _ 501-' \\\ `'�, ( 1B° 16"RCP
L2 S18`14'14"W 311.14' ��_ - - / \ k
SW bV=490.25'
THE COVERAGE PROVIDED UNDER COVERED RISK 2(C). --_. _ ,+++ .,,
- 1r IV-49.60' J , BIV LYR 490.10'
- o RCP ti �' GTG/[MSW +N CARp�''',,,
SURVEY. • COVER I - �T 70°&CK OF J`Q-�..°°°°°•^...
L \ / Q' FESSI .-
11. ANY LIEN,RIGHT TO A LIEN,FOR SERVICES,LABOR OR MATERIALS HERETOFORE OR -502--" SHED m t1 Lt�1 �'I 8'RCP = :Q Y
HEREAFTER FURNISHED,IMPOSED BY LAW AND NOT SHOWN ON THE PUBLIC RECORD. �'�4.0 ti- Re GO, /k' AW SE=49O ll' _ j SEAL 1°
IN }
NOT'AS'JRVEY MATTER. 59 p2`)') I o A,, AW AV=490.11' = 1
IPF ---- $1'1 � ' SW0LTi9OD6' `.',�aB��e°�'o
12. MECHANICS LIEN AGENT ENTRY NUMBER AND ALL RELATED RIGHTS TO FILING N 61351B26' "502 J7 AR�T���� p / ',,SO °° -"POD•
OR CURRENT FILLINGS BY ANY POTENTIAL LIEN CLAIMANTS INCLUDING DESIGN E=l,93425341 • -"07?�,," / ', -Is E.SE
PROFESSIONALS. (AI4D!U-zDII) -TAT r l ++i i,
NOT PROFESSIONALS.
��^`^^^ +•ry J�Ol1`/C\ , \
13. NOTICE:CLOSING PROTECTION INSURANCE COVERING THE TRANSACTION INSURED BY ?Oz24 1 / ' _ /L '
THE POLICY IS NOT PROVIDED. / ' TO:ARISTA DEVELOPMENT,LLC,AND OLD REPUBLIC NATIONAL TITLE INSURANCE
ROTA SURVEY MATTER. / \ Gam,__"- TO / COMPANY AND THEIR ASSIGNS:
""�'£ •MFt \H / THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
- / WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL
/ 'V� o / REQUIREMENTS FOR ALTAINSPS LAND TITLE SURVEYS.JOINTLY ESTABLISHED AND
RvMNID � '' ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1,2,3,4,5,6(A),6(B),8,11(A),11(B),
RN.,9631-4T-3T6B / ''
OB 117,PC 515 12,13,14,15,16,17,19,20,AND 21,TABLE A THEREOF.THE FIELD WORK WAS
PC.�PG ZIXI / l \ COMPLETED ON JUNE 27,2022.
ZONED.S-RA ��o /�� S1814'44'W
/ Ai 197.5T
PRELIM/NARY-NOT FOR RECORDATION,
METES AND BOUBDS-PER THIS DRAWING / _,./1, � / HBS/TACK SALES OR CONVEYANCES
Cm BEGINNING AT AN IRON PIPE FOUND,SAID IRON PIPE BEING ALONG THE WESTERLY RIGHT-OF-WAY OF US HIGHWAY 1, LEGEND / //
I 78"SOP9B.L40'
= THENCE LEAVING THE RIGHT-OF-WAY OF US HIGHWAY 1 THE FOLLOWING COURSES AND DISTANCES: 1B'RCP
a N65°2T 04"W 202.24'TO AN IRON PIPE FOUND; j AW/N=494.30' GATE
7� S 72'59'DEW 134.0190 AN IRON PIPE FOUND; LINE SURVEYED 6r. WATER METER '-' \ AH'a/T=49415• THOMAS E.TEABO PLS
N 14°19.30.W 356.48.TO AN IRON PIPE SET,SAID PIPE BEING ALONG THE SOUTHERN RIGHT-OF-WAY OF CENTER NORTH CAROLINA PROFESSIONAL LAND SURVEYOR Na L-3920
g E.- CHURCH ROAD; LINE NOT SURVEYED WATER VALVE / S. \ GTG/e4577VP BACK O THISCERTIFICATKIN IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED
w THENCE WITH THE SOUTHERN RIGHT-OF-WAY OF CENTER CHURCH ROAD,N 75°36'45"E 129.80'TO AN IRON PIPE FOUND RQ '' \ PROPER,BY THE NAMED PURCHASER No RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR WIPING,LISE 00
WITH AN AXEL; V2i- - EXISTING CONTOUR a6 FIRE HYDRANT \ // SURVEY FOR ANY OTHER PURPOSE w0.AU/5S.BUT NOT LIMITED T0.USE OF SURVEY AFFIDAVIT.RESALE
~ THENCE N 75°10'59°E 413.80'TO A COMPUTED POINT; _ ,/ 4! \ CYA99a5A)11 PROPER,.OR TO ANY OTHER PERSON NOT LISTED W CERTIFICATION.EITHER DIRECTLY OR INDIRECTLY.
0 THENCE LEAVING THE SOUTHERN RIGHT-OF-WAY OF CENTER CHURCH ROAD,S 43°31'42"E 53.52'TO AN IRON PIPE SET. X )p3.45 EXISTING SPOT ELEVATION O ELECTRIC BOX S. /�'5"RCP
SAID PIPE ALSO BEING ALONG THE EASTERLY RIGHT-OF-WAY OF US HIGHWAY I; W I„ f 1.✓ AWRv`4°521' AL TATNSPS LAND TIME SURVEY
o$ THENCE WITH THE EASTERLY RIGHT OF WAY OF US HIGHWAY 1,S 18°14'14•W 64.38'TO A COMPUTED PK NAIL SET; X FENCE ELECTRIC METER / R! --- '�\ 16"RCP
THENCE SIB°14'14°W 248.76'TO AN IRON PIPE SET; j. A. C, p 4W CSi7==49516' FOR
o56 THENCE S 18°30.51'W 204.55'TO AN IRON PIPE FOUND,SAID POINT ALSO BEING ALONG THE WESTERLY MONITORING WELL
al RIGHT-OF-WAY OF US HIGHWAY 1 AND ALSO BEING THE POINT AND PLACE OF BEGINNING AND CONTAINING 185,270 -W APPROX.LOC.UNDERGROUND WATER LINE PER UTILITY MARKOUT �+ �; / ARISTA DEVELOPMENT,LLC
w.1 SQUARE FEET OR 4.253 ACRES OF LAND.MORE OR LESS. -\
a,. C APPROX.LOC.UNDERGROUND CABLE LINE PER UTILITY MARKOUT y SIGN l PINS.-SG3f-43-3781,9631d3.6709&9631-43.6903
to' THE PROPERTY DESCRIBED HEREON IS SUBJECT TO ALL EASEMENTS.RIGHTS-OF-WAY AND RESTRICTIONS OF 1 /
cc"_E RECORD. _ MAILBOX CATCH BlSR SIT EADDRESSES'1320,,2312d2304JEFFERSONDAVISHWY
tit T APPROX.LOC.UNDERGROUND TEL LINE PER UTILITY MARKOUT RIP Ma 1SS£p€ • BOLLARD �CMCB=49992' OB471,PG 161
-E APPROX.LOC.UNDERGROUND ELEC.LINE PER UTILITY MARKOUT 75•SOP PC8,PG 87PB
,re, -0-j�} .� AREA LIGHT /' h� / AN 91=49572' 2Gb7,PG 75
Q�q OH OVERHEAD WIRES C 0 CLEAN OUT
(> AYV CY/l=i956Y CITY OF SA2007,POCKET TOWNSHIP
U' E EDGE IF WOODS < GUY WIRE I. 5' / LEE COUNTY,NORTH CAROLINA NCBELS.F.1112
€_ - LANDSCAPED AREA FILE NO. At34 PARNANEAVENUE.SUITE
wE� 48 20' D 40' DROP INLET t30 PALEM4I,NDRM CMOIrvA
UTILITY POLE Q
0 MN IRON PIPE FOUND 0B Ihl ER //
C3pu25 © SANITARY MANHOLE 0 MNF IRON REBAR FOUND 4� R1/M= 10' NSR211038 .1301 '
Ze 1"=40' /NV OUT=496.35' DATE
W Oa ® STORM'"RAINAGE GRATE 0 IPS IRON PIPE SET IPSTIE NV rwu xEnkowfialet euoaNµmmeH u.egai ry vuSOLMONleel n
W2g - OPKS PK NAIL SET 04/11/2023•.ALTMEEID •MAN.WRAP.KWH.MAMA•1061•6Ia.LC•D31e1tHY,u•WALMTENS•INONI NC
o rc ROOF DRAIN
ISO •CP COMPUTED POINT •FIELD DATE CREW CHIEF I DRAWN I REVIEWED I APPROVED SCALE I DWG.Na
m.. 10/17/2022 PW RJ/DET TET TET 1°=40' 1 OF 1

\ / / —
� SEE SHEET C-0.1 FOR LEGENDS&NOTES.
�/ \ EXISTING CONDITIONS NOTES M
o
.-------
EDGE \ 1. ALL EXISTING CONDITIONS SHOWN ARE PER BOHLER'S SITE PLAN ^ W
WaURNST PROPERTIES INC / O woo'''. \ INCORPORATED WITHIN THE SET AND ARE TO BE PERMITTED AND pl
PIN:9637-44-5763 / F P VE CONSTRUCTED BY OTHERS. I
71
\TRASNC \ $ °i
C.
d a
/ LL\ OWNER(S): SIMPSON AND SIMPSON INC r al 1
\ / / 519'28'17 E 6.95•(TIE) \ 503 CARTHAGE ST '/11 p
_______-
____-__ /-- 0 vk °�0� _' \ DAVID H SIMPSON 111
C+N \ 503 CARTHAGE ST --
/ TER CH\GN1-OF W o'E 75�WATER fAS£M£NT�� \S -',FS/ EM SANFORD,NC 27330 6
CE O PUBUCR MENi 3 \s. ILL
1�i BRADLEY DIXON MCNE
/�- - ---FS- \ \\
-aHo---iHO E OF PA i �"' `.6 \ \` 11860VERLAKE AVE\ -----3HD----- V A��F, - FOREST,VA 24551
/ / \ OF ppVEMENT / �`� °\ PARCEL ADDRESS(ES): 2304 JEFFERSON DAVIS HWY
\--------
EDGE ®FLAGPOLE AND
\ PROP.ELEC._CONNECTION TO EX POLE ®LIGHT FOUNDATION °`'" SANFORD,NC 27332
\ / -C�°°"- -%- -/ j- 6 \\ 2320 JEFFERSON DAVIS HWY 4,41
o i �'- /®LIGHT POLE \ / SANFORD,NC 27332
.1► PIN NUMBER(S): 9637-43-6903-00
41,3ng10 / -'e ICI 9631431i709-00
\ INSTALLATION®'® N7510 SiE�`_bl��°' CK ',�I �I /,/ 0��� '/{`` PYLON SIGN // /// 963143-3781-00
/ / \ (TYP.1�� .o�- ING SE��--'" I / 10 ELECTRIC - • /
/ �EDi $i EASEMENT /� let.
, �� EXISTING ZONING: HIGH WAY COMMERCIAL(NC)
PRECAST GRAVITY WALL w/FALL/ ��- /0• h I / '$ //
PROTECT/ON RAIL MAX HEIGHT ���.� YpRD I ir/ O 1'Yp O g ADDITIONAL OVERLAY: NONE
/ ----
\ 10'AND APPROXIMATELY 788 LF �< ' /�p 0R0R 1ECiIVE I m Z / �/ EXISTING LAND USE(S): 9637-43-6709:RET2-RETAIL-MULTIPLE TENANTS
/ J/ / �g 5TR o —T° �i, 8 'f/P / // 9637-43-6903:RET2-RETAIL-MULTIPLE TENANTS
Sr°° SHEETZ DRIVE-THRU dr
/ \ A/i%�° _ MENU BOARD /° j " // // 963143-3781:110:SINGLE FAMILY RESIDENCE
t BO
° _ ER BOARD / O o °i \/ // / PROPOSED LAND USE(S): CONVENIENCE STORE,WITH GAS SALES w
E STOP SIGN te
/�'�pD� - ���� , i /� �$ i ®'� l` �/ / RESTAURANTS,WITH DRIVETHRU FACILITIES a<' AND STOP BAR / yARO '�" / /� �' % SHEETZ DRIVETHRU z oiITE LIN hi hi n
-` pp01VE���-� / / ���111////���°111►►► ���' � /�,� ENTRANCE SIGN / EXISTING PARCEL AREA: 0.514 AC(22,394 SF) y W
/ 8'SIRE -m Vat \/ �L4 ° 0.664 AC(28,942 SF)/ / / 2- -� / //°, ASPHALT PAVEMENT $ /� w 0 0/ ' 0.•" ` :--/ �F E� , Sa„ / SECTION ITYP.)(� •�/ // 3.074 AC(133.934 SF)
/ o'\,- \ _�S-..k. l - , ' •v` ° s , `. _-E sp° / TOTAL:4.252 AC(185,270 SF)
O O % \—\ TRANSFORMER
0. 13.00• /
TIE TO EXISTING-` ° ;,°O `{ \✓�}-TRANSFORMER Y NEW PARCEL AREA: 2.181 AC(94,997 SF)
C&G AND ASPHALT -O STORMWAT£R , / b B"OR a'PIPE itirallfd TRANSITION CURB FLUSH wI �A. I/ l
4.54 BOLLARD(TYP.)'® PAD SAN BEGINNING 16.5'FROM / GROSS FLOOR AREA: 6,139 SF
ppp 30.803 AC(36.8%OF NEW PARCEL AREA
/ y' I - CONTROL MEASURE 1' , • EDGE OF SIW / PRE-DEVELOPED )
- _ _ - _ 1,�•
\ \ LINE- , , ° • • \ . SITE&STOREFRONT TYP.OF4 / °
`_ '®' '®'EPERIMETER CURBING ( ) "� IMPERVIOUS SURFACE
\ -OE \' &CONCRETE OS // / AREA:
♦\\,\- PYLON SIGN ' / 2 •\`�� / POST-DEVELOPED 67,618 SF(71%OF NEW PARCEL AREA)
PROPANE "` A g ° ° / /
IMPERVIOUS SURFACE
\ ` , '/ S. °/� LOCKER'®' / AREA:
-ONE-- 10 \ • ICE SALES. /
380° `' 6 3 / MAX IMPERVIOUS 0.80
-- `\ \ DUMPSTER ``' • (I�- J, ''•ae�' ���. :::62
r/ /- �" / TPROVDEPERUS:. \ , ° ° � / SRAEO:IA
HANDICAPSIGNA V A/\J\/\� �� `�`�`p,� lS ,, \ 00' a _°' `�_"'/ / itF/Jl 10"CURe ' '1�1� �`\`w //o FLOODPLAIN TA: THEPROPERTYIS NOTLOCATED W/INASPECIALFLOODZACCESS EASEMENT 18' \ 4', �� S �/ C OQBIKE RACK O2 1 C, / / `�`G o ,rc - ? / HAZARD ZONE.IT IS LOCATEDIN ZONE'X'ASDEFINEDBYZ J\ / (TYP.)'®' .le , . -1l" // ):0NEWSHEETZSTORE / ��' y J7xy.��/� //ci FEMA FIRM MAPNUMBER 3710983100J,PANEL 9637h' 8,1393Q FT Z '^s�© ° 4, / 2O
FFE 49500' �• 2/ oa°ryBUILDING SETCK: 10'MIN FRONT SETBACK Q w
\ ®° / '{ ° 1 UNDERGROUND GAS SS O//a / 0'MIN SIDE SETBACK (D,1
CONCRETE PAVEMENT DRIVE THRU
SECTION ITYp.I' CURB AND PAD' / 4,� W
\ ® l • 65 p0. 1 TANKS&VENT RISER 0.1.0 J/ ti / W
. \ /_ APPROXIMATE LOCATION OF 0/Q /� O'MIN REAR SETBACK Iw J
PA � /: WALL MOUNTED ESTOP. °2'CONCRETE BAND e o/ y / / BUFFER YARDS: 8'MIN STREET PROTECTIVE YARD J (7
\ ` REFER TO BUILDING PLANS / 3 S^ .S /`� // / O
rn \ \ e2°.00 ' ` FOR EXACT LOCATION. ,� •�O ` • \/ 0 // / 20'MIN RESIDENTIAL PERIMETER BUFFER YARD ( F—
// VEHICLE PARKING CONVENIENCE STORE V. 2
�� �74, \ �\ "` '°�����. / • , • REQUIREMENTS: .e riu:c rcn zuu sr ur�nvss rw/n nrccn(Hc Ina IryT^.,I (�
n ``- DRIVE-THRU WAITING ° l lj/p/ I It*
•RETAIL SALES as PLUS 1 STACKING SPACES PER PUMP I�
°a .
\ \ SPACE.REFER TO / tret// TRANSITION CURB FLUSH - 1/200 3,264 16.32 17
m 'F ARCHITECTURAL (�2q0 w/SIW BEGINNING 11.5' I 9 X . - -
r• \ \ PLANS FOR DETAILS. �' 0, %� .`M EDGE OF SIW i ° l
\ \ ,%��! �� ,j' ®O, //a y�e RESTAURANTS WITH DRIVE-IN OR DRIVE THRU FACILITY
t \ \ 'o I -- !�i`__ ` (fit 0 s ° a l l/� Z 1 PER3 SEATING ACCOMODATIONS,PLUS 1 PER
pi \ - 'g I r '��, �" i �,J' i - 0I s• , / U' ^ Q EMPLOYEE AiT MAXIMUM SHIFT,PLUS 5 STACKING SPACES
` \ \ ,60� a /// l i, FUEL CANOPY - / O .Z`' S�
•� \ \� J� �Iq�%� IIIQ ^ . �, s 1 •s � v Q j O �1E3 D48'E(HR6 U ZZ LANE
`b ejItip ` a/ 0 Q r TRC Submittal
\ \ 1 k //y O 0 C TOTAL REQUIRED:39 SPACES
4 \ irie pltoposeO PAVERS, �Q� 2 U TOTAL ACCESSIBLE SPACES REQUIRED: SPACES
% \ 6 .e •®GC TO COORDINATE .114.60
d . S // Q Z Q 4
a \ \. \ \ ® 0 No 1,' wIARCHITECTURAL �Q° • l h CO j j TOTAL PROVIDED:40 SPACES INCLUDING HC SPACES "`I`
o . e° , \ STOREFRONT®®1 • /
\ wl PLANS J 4
U ..... \BUMPER
ITMP 1T�T s / N.
^ Mixed-Use Parking Matrix(UDO Section 8.3.7) - 0 4`••••••••.................„ y
1
\` TIE TO EXISTING .� CONCRETE/ASPHALTW / ((/ Weekday Weekend a;4
' / n
C&G AND ' TRANSITION' / =U;W H
, ° _ ° TYr)� / / •Land Use Required Daytime Evening Daytime Evening Nighttime =y.„ •
a 7 °� 0 �\\� \ TRANSITION CURB FLUSH /0: ( iT� / // Retail 17 10.2 15.3 17 11.9 0.85 rd'a c,•,
- n <[ ,\ - �I\ S w/SIW BEGINNING 16.5' `j'pe 2000• AIR MACHINE
k2 O /i
I Restaurant 22 11 22 22 22 2.2 0'�'• QV�
01111110411....
o \ S.Op. FROM EDGE OF SNJ
f "STOP"SIGN �\ (TYP.oral - 1 / // / Total= 21 37 39 34 3 •,
NCDOT TYPE lC® / '
CURB RAMP'® `STOP �r7® ®NCDOT TYPE IA /� / KEY ITEM DESCRIPTION WIDTH
s (TYP.OF 2) •• �� -/// \ 1 CUR.RAMP /.
!, \- (TYP.R M •1/ / 8 p
-•�, ��►/\ `O TRANSITION 30"C&G �� // // / px PAINT STOP BAR(WHITE) 24"
o SEMI PERMANENT TYPE 3 —0 4 TO 24"C&G / /
•BARRICADE i 0 (TYP.OF4) \// / / OC PAINT STRAIGHT ARROW(WHITE)
6'WIDE,4"THICK,al Rq0 �� PA PAINT WHITE SOLID LANE LINE 4"
CONCRETE SIDEWALK ,� 20,, / /
LF '1'�1 • C BU TIE TO EXISTING lii49'jB Yy *� �`'fR 24"CURB&GUTTER® C&G AND ASPHALT / /
Z
'T0362•(Ne 1.•„ ITYP.ITY / / SIGNS o
µJ �, 0 l/ / / / I R1-1 I MUTCD"STOP"R1-1 24"X 24" E
v \ // / /
�� 1
- ii
\ 6J
N
/ / / 'z
1J
a / STOP"SIGN / DRAWING
FOR REVIEW ONLY k/ / // oN ��I' SHEET
1
Z GRAPHIC SCALE
NOT FOR CONSTRUCTION " / // Z h ' . — PROJECT NUMBER
t� / (IN FEET) 650-22
- / / / / c inch=20 ft.