NCC241598_Site Plan or Location Map_20240528

APPROVED FOR CONSTRUCTION w �j
• DATE:1/3/2024 0 Z
PROJECT NUMBER:LDCP 2023 00031 I
�_ \ My `, SITE DEVELOPMENT TABLE: ��J
io�nE�riuFonm.+on,PLEASE "�� sernan� o , (,�� 4 `\ _ F ' PROJECT NAME:WAM BEARD RD,LLC TOWNHOMES NATURALAREA REQUIRED:A50%BUA,30%OF SITE AREA 10.96 ACI5EE LANDSCAPE PUW FOR NATURALAREAS r^ UREA d.
CA:4RIATTE- 6$4'" �� , n SINGLE FAMILY ATTACHED TOWN HOMES WITH LAND vJ �J Q
CHARLOTTE- MATr@.HL11iEs ✓ E iEETLGe2tA / f`J f C PROPOSED USE: z cp
MECKLENBURG AN9 O I fie, // p0�pa m °v / !_ FOR SALE NATURAL AREA PROVIDED:10%(0.96 AC) (�1 cal
en''''''one a/
PLAN DING DEPARTMENT ENFOacPRPAs C ] I 4'`v h TAX MAP NUMBER:02920316,02920118,02920101,&PORTION OF 02920117 REQUIRED PARKING:MINIMUM:ISPACE PER UNIT=1075PACE5 y 1 0
II ti�e��ye / , / ZONING:UR-2(CD)-RZ PETITION#2022-022 MAXIMUM:35PACE PER UNIT=3215PACES I�1 Z
OTE:THIS PLAN APPROV: DOES NOT ,•COMME ZONING. •
io cooEae 3ioon No��rvroaNAnon. ,. 1 ./, / _ I SITE AREA:9.63 AC. PROVIDED PARKING:296ON SITE SPACES,25@RICKENBACKER RD=321 SPACES u
Q/ i °ovi _ 15 DEED INFORMATION:DB7836 PG 249 107 GARAGE,176DRIVEWAY,130FF STREET,25ON STREET.(2ADA)
"'6 II a++`"'a q5g _-s` j-- v`'' DB 26272 PG 167 SETBACKS AND YARDS: o
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!! 1i ce>aoes,,,,,3,..2,,.+ 'c I
J"�a �"a zo+� DB 30894 PG 198 FRONT(BEARD RD):15'FROM R/W(PER SECTION 9.303(19)(F)) °
I 'ff ^ I I� / `"`sN`'�"_ zb`�=-0 Y'�a`' SOLID WASTE REQUIRED(1)BCY CONTAINER/3O UNITS=(4)REQUIRED FRONT(RICKENBACKER AD):16'FROM BOC(PER RZ#2022-022,NOTE S.B.) 3 a
D W
ii4p:
\I1 I i r (1)1445F RECYCUNGAREA/SOUNITS=RI REQUIRED GARAGE:5-7 OR 20 FROM BOC OR SIDEWALK(IF PRESENT) z
I / �fpo0 114..-; Y 6iY .5, 1 � U SOLID WASTE PROVIDED:(Z�84C4Y CONTAINERS
SF RECVCUNGAREAS SIDE YARD:5'
REARYARD:10' _ HI O W �_
O \�� °r"P.ac`a ° I;q4'!1 j MAX BUILDING IT:40'(30'ALONG NORTHEASTERN P/L(PER RZ#2022-022,NOTE 6.E.IX)) Et p_ N
H Ps° / UNITS ALLOWED:110 BUILDING HT PROVIDED:29'-113/4" 0 0_co d
GE
G,RN Y�P� �^ °m, ""`�/ \ ___ / scm(SEE SHEET C-8.0) UNITS PROPOSED:107 _ _MINIMUM BUILDING SEPARATION:10 FT. CO N
_ ` a 3: -� MAXIMUM FAR.1.00 i LL
P 20'BMP ACCESS ESMT di,kf v / / / Im c0 co W
'/, I �-\ / ) OPEN SPACEREQUIRED:10%:0.96AC(9.63AC'0.10,41,9485F) PROP.F.A.R0.51=(214,OOOSFBUILDINGAREA/43,560)/9.63ACSITEAREA o Yo
�• _ �F\ I OPEN SPACE PROVIDED:10.3%(43,392,0.99AC) SEWER:CHARLOTTE WATER(PUBLIC) o 0 R3 on Z
/UTILITY EASEMENT,SEE C-5.0
'� \�,�` /oF F \ -� / UTILITIES: STANDARDS
��� 11111 \ ALL UTILITIES WILL BE UNDERGROUND AS °
\Po v�.,`• `� !II ) s_� - / TREE SAVE REQUIRED:15% REQUIRED BY CURRENT LAND DEVELOPMENT
�1, °�� W FTa�_� / �� lllllt �rl II III 1� TREE SAVE PROVIDE MITIGATED WITH REPLANTI YADKIN-SOUTHEAST CATAWBA
, RYAA,,, C 111011/
III a I II II NG AND PAYMENTIN LIEU POST CONSTRUCTION DISTRICT:ZONE'X PER COMMUNITY PANEL N CA
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\ . I I II I I ' r 1 I I I I REQUIRED(SE (0.99 AC) ow /,]]]
V V III. Illllllljl
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a °a va9' +'"; / © ) IIII (SPEC-6.0 FOR CALCULATIONS) FLOOD DATA: Rp
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V \ A a+,c: / I IIIIII USABLE COMMON OPEN SPACE 371045-7900K,EFF.11/16/2018 ,°-aO� E /
q\\ / uc / ' ®�:• I I I I N,di@r jlllllll / w ;2.4) SS p1,,9-
\ \ \\ �� °�°"o'sca / ��� � 11¢ss#e'llllll llllllyi ®© USABLE COMMON OPEN SPACE PROVIDED 10.3%(43,392,0.99AC) DENSITY:HIGH y _"� 9°i
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I e ®, ^ I I I I�I I I�I / ® SITE PLAN GENE NOTES 3/p/gr,
V A �Na� \ �� � ��,`q� �,)11�11111 III11y11 11(yl'1j © � ESTIMATED COMPLETION DATE:FEBRUARY,2025 �'L - f�
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°s° ®0
r / �` ���C � �II I II Illi I 1�/ c+ a �' I / 1. ALL DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVEMENT,OR FACE OF BUILDING UNLESS w �i��(�i
�, IIII II [DOT NOTES:
O
r OTHERWISE NOTED. RY .
\ / `gyp,° / PCB 3 �� �` , \ I 1 /4�' / 2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY AND STATE /]]]]I/IIIIIIIINI@IIIN`\\VV
\ ,\ \ ,IWA fi I / GC ESN ' �. \ 111111111111 'ljl U ® STANDARDS.
\ \\ °,a`,",�f s� / CR�sw `� �� j_IIIIIIIIIIllll1111 ill l�09 �. NON-STANDARD ITEMS(E:PAVERS,IRRIGATION SYSTEMS,ETC.)INTHE RIGHT-OF-WAY 3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR
I I I I I �. REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT
\ \ ydq / / P4�, ® \c , , \ I. I I I I I ° 11 1 j /�^r ENGINEER PRIOR TO PROCEEDING WITH WORK.
\ \ cc�+", ' / taRNP Q ` ��� r 4111 II IIIIIIIIIIIIIIIIIll�,1 1 rl l,l l�/wee - OFTRANSPORTATION/NORTH HARLOTT DEPARTMENT OF TRANSPORTATION BEFORE 4. PRIOR TO BEGINNING ANY DEMOLITION,GRADING OR CONSTRUCTION,THE GENERAL CONTRACTOR
o -... " / m � Illl IIIIII a+ 'I(I ®:, INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL i2
,© urns p2 I I I I'I.I & sr 1'p1' a ® REGULATORY AUTHORITIES.
I m eF,�® �� 3nzs sr ,\\ IIII I/ �� ENCROACHMENTAGREEMENT CHARLOTTENC.GOV
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' @ 5. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL
OE �' J�a�� ` .- 1 I'I 1 \\ I I I II I / ® I BE PROTECTED FROM INJURY
�� , .I 1.° 11I I(Il 11 it il.l `}{I�I II Illill�lllll 11 ijiti / L DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF 6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. O°
* '•�_ • •_•- �� r�� \ I.I )\�. (.(I•I )1 \IY III I Y 1P ®� TEMPORARY TRAFFIC CONTROL DEVICES DURING ALL PHASES OF CONSTRUCTION IN 7. ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
� �` I \'111'lll l }I¢1�`aJ�Gic . ACCORDANCE WITH THE LATEST EDITIONS OF THE CDOT WORK AREA TRAFFIC CONTROL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. I I
® S1R3134il2. I111i4@kfiO3vKgltrllf@I@I"+I\ rt 8. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. 1 1 1
I \o \ ,• �� 1 I �� II (W'I I,'. � ( �� I I HANDBOOK(WATCH),THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD),AND 9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE"MANUAL OF ACCIDENT
` ® ® , ( x®� `u/ A\._e 751��'r' THE NCDOT ROADWAY STANDARD DRAWINGS. PREVENTION IN CONSTRUCTION"ISSUED BY AGC OF AMERICA,INC AND THE SAFETY AND HEALTH 5
\ ` `I � ® o®� / - - 1yr_I REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S.DEPARTMENT OF LABOR.
.�\ � % ��w ,< ai
/ _ II I _ 10. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO
ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE CONSTRUCTION.
Fl�\ \ \ :�`�s:• �_ r IN !1! \I n 1 I APPROVED BY[DOT AND WILL REQUIRE A ROW USE PERMIT OR ROW LEASE DEPENDING UPON 11. ^AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES, O
to \ •°eq` ® �1, I '� • 2� THE PROPOSED SCOPE AND DURATION OF CLOSURE.THESE APPROVALS ARE IN ADDITION TO MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING
Q � gsM 1� a tOEL, SITE PLAN APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. DEPARTMENT IN ACCORDANCE WITH THE CITv/COUNTYSUBDIV1s1DNORDINANCE.
f\ \ \\ `v ATO\\Mi..40700, s,,,Ar''''''
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' 12. PER SECTION IB-1]5(E)OF CITY CODE AND SECTION 10.0 OF THE CITV'S POST CONSTRUCTION
__ I� \ �000NTRACTOR SHALL CONTACT ROWUSEPERMIT CHARLOTTENC.GOV AT LEAST 5 BUSINESS
\\ .Pg JPZE @CONTROLS ADMINISTRATIVE MANUAL,ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION7\\\ a s� ea` g IDAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.CONTRACTOR SHALLCONTROLS EASEMENTS(PCCES)MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATEZI aI jv _ _�
,�� rO ` s SIGHT TRIANGLE(TYPJ CONTACT [e-mail] AS SOON AS POSSIBLE FOR IMPACTS OF OCCUPANCY.
\ \�\\ \\ `y0`'`\�\ /�� � \-
��, ` �® 511 � ���p�-��. oasGREATER THAN 30 DAYS.EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS or \ ti¢ ` I S `,�,`■tl`■�`■Af•■��I I Ci7L�sP�■1`■I`■tl • WITH MINIMAL IMPACT TO ALL USERS OF THE PUBLIC ROW. aiI \ �` P � ALs\ ® 13 .:� orraoNrrnorn rruin'-as sPcr oN ucusK\ \\ g 'S' ® _ ' 1 ��wnH"aanscK orso[wnLp msq N N\\ \\ :\ io'' '- '�`°-a\ ® Iw�'brj,. ''' I THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER,TONY LEGEND O (� N
\�.`\\ \ \ Fo9�i^s, I fir• RICK BACKER \- = RICKENBACKER RD WOHT TAGLIAFERRI,OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION([DOT)OR THEIR J U a�
RD I
\,� c aesoPry wR Mo3��a w c c sa DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION PROPOSED LIGHT POLE -I Z O
\\ �: `"s r/♦. • ,o w via'PUBLIC
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9 \\ \ ror� #414.•Pry �' ;• aivnTP-c osN u-E) T� - EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL _F. 's, PROPOSED SETBACK Ilj N
\\ ��� � 1 BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BYC `) CAI `PROP.RNJ DEDICATION "..\ \ \ �, \�®� tl`.s I (. I '� il� THE CONTRACTOR/DEVELOPER. - - - - PROPOSED RIGHT OF WAY V O a
�� �/\ , V�Y. ISETBACKI I PROPOSED BUILDING J
L - - // - - - - - �I PEDESTRIAN SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN 0 _
\ \ ��� @@I I I_A (PER az_z 022) ) THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF[DOT.DEVELOPER TO CONTACT PROP CURB AND GUTTER ¢o
gip„ I.-` �.� 4,. - J
a,- /� I CANDACE INGE(704-336-3932 OR CANDACE INGE@CHARLOTTENC GOY)FOR LOCAL STREET =ONi
\ \ •���� I I I � I' LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION PROJECTS AND TO CONTACT BRUCE - - PROPOSED CENTERLINE ., < U N
�� y� 111i1'�i ® W o�
H
' \ Ioom A I �� ��[y��[y� - I I r HORLDT(704 589 5836 OR BRUCE.HORLDT@CHARLOTTENQGOV)FOR ALL OTHER PROJECTS
/ / Y' y, I PROPOSED UTILITY EASEMENT m D_(n
ADA RAMPS 1 AND 2,SE RAMP r \ - '� �'- ® ���4 I II I LIGHTING REQUIREMENTS.COORDINATE WITH DUKE ENERGY AND[DOT AS NECESSARY TOfY
TABLE THIS SHEETD TO FOR INSTALLATION.DEDICAIlk,: cowry le FRONT UCOS
AC)
`�\ - Fe- I'II- •
�' :` �` 11 Illd`. \'.. RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY m Z
wr arcKo sDE •�C".
E 1,j 1.1, ppp `A I 3°.a/s AC TIME OF THER22MF ZONED I I PROPOSED CONCRETE SIDEWALK Q 0
o \ \ \ v+ae11. \•� ico`'c?9 ��"w'4 \ sEN APARTMENT DEVELOPMENT. / I INSTALLATIONS,PLEASE CONTACT [e-mail]. p W
3 GRAVEL \ \ 9�S . I / PROPOSED HEAW DUTY CONCRETE N co C)
DRIVE y A \ � '63- \ # �9A�I �'. �, I IT IS THE DEVELOPER,PROPERTY OWNER,OR A DESIGNATED REPRESENTATIVE'S LVIY
PROPOSED (DUMPSTER ENCLOSURE)
V s ( ® i{@�^�,�I PROPERTY LINE % i RESPONSIBILITY TO CONTACT DUKE ENERGY AND THE OTHER UTILITIES ON THE ADJACENT 0
SEE SHEETS C-9.0-C-9.9 FOR VA VEL \ \ :P� ® AV�F `wh \ / �;. r POLE LINE(S)(E.G.-AT&T,SPECTRUM,ETC.)EARLY IN THE PLANNING AND DESIGN PHASE OF PROPOSED LIGHT DUTY ASPHALT
ROADWAY IMPROVEMENTS Cp� �syS• --,,@' j )
\ Q ® %<y2 `� �II \ /,' / / THE PROJECT TO DETERMINE IF INITIAL PLANS CAN SAFELY ACCOMMODATE OVERHEAD
LLJ
-\+ \ \ • .,�� ,�<" �i,qq,, ,p` a UTILITIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS IF THERE IS AN EXISTING
% \ \ \ 6, YPP/ '•l l PROP HEAW DUTVASPHALT
Ca
o \� \ \ �� �"A'4'6 j \ �a' �' a�;v} / NESC/OSHA OVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFLICTS WITH THE (DRIVE AISLES)
\ P \ \ �4.0��® \ 4j �J3 h�'/ �.. �=e:' / BUILD-TO ZONE REQUIREMENT,AND IN CONSULTATION WITH[DOT RNV SECTION STAFF AND
1 + ��\,\ N\ . `.. \ Ah,l a o a ero / DUKE ENERGY IT HAS BEEN DETERMINED THAT BURYING UTILITY LINES ARE INFEASIBLE,THEN TREE SAVE AREA
% •q�, 4 `4 S' O`�0 ro /
/ / -_ (PRESERVED-SEE LANDSCAPE PLAN
HVAC AND METER BANK SCREENING:tr ����\ '-,��s „_�OF. VA �'�A� ,p I �I �„ � � �Z e���P � " ANEW BUILD-TO LINE SHALL BE ESTABLISHED AT THE EDGE OF THE OVERHEAD UTILITY )
IN ACCORDANCE WITH REZONING PLAN 2022-022 + r__A \ A.� � \ ®. �pr ,li' r41 I%I'j1�1'°°a!,lb / P3a�e," / i
// i CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT DUKE ENERGY ? TREE SAVEAREA
NOTE 6.B&C,ALL HVAC AND METER BANKS MUST \ \ ® A 1 �4p,1-� 0�'�oa`r�� / i�- ([e-mail])FOR OVERHEAD UTILITY CLEARANCE REQUIREMENT -` - •• (REPLANTED SEE LANDSCAPE PLAN)
° BE SCREENED FROM ADJOINING PROPERTIES, \+ \,. d ��� \ ® I '"•�' o oaa'$,v� /� CONFLICTS. Q
o \ \ �� 3u1 � Sy?`" / CLASSCLANDSCAPE BUFFER
PUBLIC STREETS AND PUBLIC VIEW. \ s \ `.r���� \ a 3 '4. o / ( ) (SEE LANDSCAPE PLAN)
a \ 4�,4•'r��� \ ® / / A JOINT USE MANHOLE MEET ME MANHOLE IS TO BE PROVIDED BY THE DEVELOPER TO
u r e 4 / ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS.THE JOINT USE MANHOLE SHALL
I �� ..��� \ o .for•USEABLE COMMON OPEN SPACE SUMMARY: . �s \ '10 '`� 4 n3 i / I BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY..
/y F9 \ �A� \ ` g ' "I� Future Property Recombination(by others)
8�
o UCOS REQUIRED:0.963 AC(10%OF SITE) \4 s,oo-Pa \- �*i ® AV
Ye ( ( 4
y P�q�. . 7.„ (\\ Area to be canoe d 0 ili AC 11,850 SF !'
'm�m4a�'PO '��` ��*• / , From:AnAl and Gwen Poli9e(PID 029-201 17)
o UCOS#1 0.410 AC(4.26%) Ys c T \ �;" To WAM BEARD RD LLC(PID 029-201-01 I
( ) \"K _ \ \'VP, Q®� S DEVELOPER:
UCOS#2 0.069 AC 0.72% i \ WAM BEARD ROAD LLC .id Oran •
-° UCOS#3 0.044 AC(0 46%) Fa �e / N - •
-
__ \ #' �� _ 4402 GARRIS RD
`° UCOS#4.0.031 AC(0.32%) \- 704 CHARLOTTE,
m" UCOS#5:0.045 AC(0.46%) \ ® / ry°��ry�9� _ A CHARLOTTE,NC 28209
9
1 UCOS#6:0.372 AC(3 86%) �� �� r"'/��° / FUTURE APARTMENT IMPROVEMENTS } ^ / ( )
+\O \ �,�,'� • (DESIGN BY OTHERS) y [e-mail] +
TOTAL UCOS PROVIDED:0.971 AC(10.08%) EX.FH \ \� INIssi
,�cO��O / - //µ°a ., APPROPRIATE PRIOR TO APPROPRIATE PARTIES AND ASSURING CONSTRUCTION.EXISTINGUTILITIES
" '�os CONTRACTOR s FULLY RESPONSIBLE FOR CONTACTING
ro �, c 1 4 - PPR ° m DESIGNER:
UCOS REQUIREMENTS: \\ �� ,tea .. ^^^�����",,, �� \ j �\ o-f"~ \ p oGATEWAY DESIGN GROUP,PLLC ruc MEry ETC.AS NECESSAR CONTRACTOR IS RESPONSIBLE FOR PLACING Ps us"c
n1. MINIMUM 10'IN ALL DIRECTIONS \ _ Ap"�a / ,., ems -/ _ ,\o`r ��y9 8516 FOXBRIDGE DRWEDD s ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE
NECESSARY INSURE SAFE,
2. IMPROVED WITH SEATING AREAS AND PLANTINGS \\\ \_ - (0- . S �L-- op`'5 p GREG EMERY,TON,
P.E.C28104 TRENCHING STANDARDS
HE NORTH CAROLI. 7
3. DOES NOT INCLUDE DRIVEWAYS,PARKING AREAS,BMP'S, tee_ / C 1 6 �Il -' F y GREG EMERY, .E DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES, C
w ABOVE GROUND UTILITIES,REQUIRED LANDSCAPE AREAS, '\� \ FUTURE �� Erik,� �aY `•,R� [phone] 4 SHORING WILL BE ACCORDING TO OSHA PART te:c sEePAnrP OR AS RNe"oeo.
o _ BUFFERS OR TREE SAVE AREAS \, (MEASURED a uRe p -, o4,P / [e-mail]
Q � 1 GRAPHIC SCALE
4a.,l . SURVEYOR:
IL . �� � �, CHEVIS KING o w• w• 1zo•°- A° - " ��� CAROLINA GEOMATICS,PLLC
1MATCHLINE-SEE SHEET C-2.2 �� 5T
t3 ..,: ■ + ASPIRE :0610,1° 469 HOSPITAL DRQo, �,,OF I _ _ __ _ m •� SSUITE T D NC 8054 (IN FEET) 9SITE DEVELOPMENT DATA-ADA CURB RAMPS w\•� \ - _ --_ : 2PROJECTR:2023007 DATE:10/25/2023
o Z� ,� [phone]° ; \ _ HORIZONTAL 1 inch=80 H. DRAWN BY:GE CHECKED BY:JB
1
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RP 1(New)D X Coordinate' Y Coordinate' Perpendicular Perpendicular(NCDOTT STD 848
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