NCC243320_Site Plan or Location Map_20241112

LOT DATA TABLE AP''OVED FOR C O NSTRUCTI A N MAX PCSO SUMMARY / CDOT NOTES:
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DA�c�'1C/21/2024 PROPOSED MAX Orignal PercelDwmber(s): "10143102 OF'� / m
• •'w LOTWIDTH LOT AREA BUILDING BUILDING -NON-STANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS,ETC IN THE RIGHT-OF-WAY REQUIRE A 0
P'sB ECT NUMBER:LID'P-2023-00 LOTt FRONT DRIVEWAY OefNO,why Type: Stye-Femiy / i..,
(LH (SF) AREA NE) COVERAGE Subject to PCSO.VM 1V / RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF V
p SETBACK(FT) WITN(LF) TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.FOR CITY OF
U� `R '(7 (Sn If er1hwhy.+ // 14,11"
CHARLOTTE MAINTAINED STREETS,CONTACT [e-mail].
N]ry- 9� 1 20 59 23.6 6,112 2,133 3,056 Watershed: Canal Catawba OC" / /(yE�ra+a NO :THIS PLAN AM,AL DOES NOT IN.P-CHAy` R.FOR Dsturbed Ara(se): 8.90 /E -DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC ▪ CAC / 3IItRIJOTTE. MOE NFORMATION LEASE CALL7043365 or,cnanottewater.o 2 20 59.4 23.8 6,366 2,133 3,183 sirekooroD): 10375 / CONTROL DEVICES DURING ALL PHASES OF CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITIONS OF V OCHARLOTTE- - TO 3 20 50 20.0 5,000 2,133 2,500 DAD GTHE CDOT WORK UREA TRAFFIC CONTROL HANDBOOK(WATCH),THE MANUAL ON UNIFORM TRAFFIC CONTROL rqWNECKLENBURG h DU GTHEO NE FOR OUND ATTatal on-sie Dramge Area(ac): '5.84 1.07 p/// F /� DEVICES(MUTCD),AND THE NCDOT ROADWAY STANDARD DRAWINGS. x f•L� �( CMPLAN VING DEPARTMENT caronen o 4 20 58.5 23.4 5,]64 2,1332,882 / / l ^ ()D` B Ex'sBTg BuiBupm-vea(SF): 2,3% 6,fifi5 18" RCP / / -ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE APPROVED BV COOT ANO ,OZ, H Z
� IAE ALL 5 20 50 20.0 5,048 2,133 2,524 Brising BUA tO be removed(SF): 2,3% R665 INV- 624.03' / / WILL REQUIRE A ROW USE PERMIT OR ROW LEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OFKBUKNOTE' E(2633N APPRO` nRC ION PLEA ERCZ�N\Dec 6 20 ]6 24.0 6,380 2,133 3,190 E%sELg BlNbrebnain(SF): 0 0OC /// oO CLOSURE.THESE APPROVALS ARE IN ADDITION TO SITE PLAN APPROVALS AND SHOULD BE COORDINATED WITH E 0
Rr."O N '�C"N n G IPropsed New•BUA(SF): '1M,1% 3,964 /� / / F CDOT PRIOR TO CONSTRUCTION.CONTRACTORSHALL CONTACT [e-mail] AT a Q
5` asE�,�N ] 20 50 20.0 5,990 2,133 2,995 pfop�,oA pup '49 �p // / LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.CONTRACTOR SHALL pii
H8 20 50 20.0 5,752 2,133 2,8)6 DaM4Y(FLgh/Lox) HIGH 78""RCP / -- CONTACT [e-mail] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 n /) U'Total Post-Project BW fa site: 133,975 INV-623.63' / // THE PUBLIC ROW. TSHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF r CI Z
9 20 50 20.0 5,676 2,133 2,838 OCOT/ // �� 12'SUP PER NCDOT THE PUBLIC ROW. iDe+dapmeMaRetlew3opmenC+ TDeWopner4 e / // O / IMPROVEMENT PLANS,TYP. 0
10 20 50 20.0 5,600 2,133 2,800 Nalorel Wea Requiretl(aa): 0 QQ A, THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER,TONY TAGLIAFERRI,OF THE .
SWANN 11 20 50 20.0 5,526 2,133 2,763 tla6rraltee.PW4de0.Il.N"(ac)' 0 d// , /i / • 5 � CHARLOTTE DEPARTMENT OF TRANSPORTATION(CDOT)OR THEIR DESIGNEE AT 704-3304119 TO IDENTIFY ANV zBRANCH DR UndNtuLbed Treed NaWral Area Preserved Ow): 1.126 / / - /A CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE
S122052.521.05,863 2,133 2,942 Tdal stream buffer Rdecttl ORSie(OR). SOO� Cyr/ 1•vy(j' pt / RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIRwOOTransdStation]vealY/NN / 4� �/T'� / COST CAUSED BV THE CONTRACTORIOEVELOPER. r it
i rm 13 20 52.5 21.0 6,059 2,133 3,030 Dstressed Business DISREI?YMN ` _ / HI W
A 14 20 50 20.0 5,934 2,133 2,96] 4: / \ _ / -PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY co
- C7 N
Z _ MOgatim Type lff app'YIN N/A O / y y WITHOUT REVIEW AND APPROVAL OF COOT.DEVELOPER TO CONTACT CANDACE INGE(704-336-3932 OR L.
15 20 50 20.0 6,410 2,133 3,205 Natural ATeami0gYIon?YM N f c �, 8'PLANTING STRIP PER CANDACE.INGETO CONTACT .GOVI FOR LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION L. E 7D d
Buffer Mtgatian?YIN N / ,�NCDOT IMPROVMENT PROJECTS AND TO CONTACT BRUCE HORLDT(]IW-56958380R [e-mail])FOR ALL - r�I i� m t0 Ste
16 20 50 20.0 6,253 2,133 3,127 17 20 50 20.0 5,750 2,133 3,875 Tdal,00phoro/s K4betim?VM N / / / - =� PLANS,TYP. WOOD DECK,TYP. OTHER PROJECTS LIGHTING REQUIREMENTS.COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO \--1, •i O O
VICINITY MAP `� Q 04 j i/ / -�-� . DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. rc �/ Et
Et
N.T.S. la 20 50 20.0 5,]50 2,133 2,8]5 \ SSMH rtVv / / !I IIII • LL CO_
NOTES: RIM-619.69" `l'A�D1�I ly/L i/;.:.;,,''� ,. -PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH cp.1 LL
(('' EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT
O
19 20 50 20.0 5,752 2,133 2,876 4 INV-613.34 ``��y tom( \G G OF, /�� ;�'�p 13 �� [e-mail]. O Z
I COORDINATE ME CURB AND STREEr GRADES IR IMPROVEMENTS BEeaoROlxnreDwm THE CRY of aARl.oTn ENGINEERING DEPARTMENT PRIOR TO 20 20 66.6 24.0 6,609 2,133 3,305 V yV \i Q kz ' - �%i O
-D IS THE DEVELOPER,PROPERTY OWNER,OR DESIGNATED REPRESENTATIVE'S RESPONSIBILITY,E CONTACT
INTERSECTION WEE rvv �,
21 20 50 24.0 5,000 2,133 2,500 �\ � CJAA ✓� �Cy� A ' � 14 '' IN ENERGY AND
PHASE
THE
PROJECTADJACENT POLE TO DETERMINE
-AT&T,SPECTRUM ETC.)EARLY
CONSTRECTON 3.DEVELOPER WILL PROVIDE STREET SIGNS PER CLINES.SO OS p'SGNS ONLY, Q ,L,y�� c. .,: l�F. GG �� '�' \ , IN THE PLANNING ANO DESIGN PHASE OF THE PROJECT TO DETERMINE IF INITIAL PLANS CAN SAFELY
4 SIGHT TRIANGLES SHOWN ARF TEE MINIMUM REQUIRED
22 20 55.6 22.2 5,246 2,133 2,623 \ b' O / .l �Y\ _..Iti �� v. ACCOMMODATE OVERHEAD UTILITIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS.IF THERE IS AN IY
5 DIRECT VEHICULAR ACCESS TO STEELE CREEK RD FROM INTERIOR LOTS IS PROHIBITED 23 20 53.7 21.5 5,088 2,133 2,544 \ \ Z 1,\�' '�V ��'":.� EXISTING NESC/OSHA OVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFLICTS WITH THE BUILD-TO � NC,AR0 /�2
xo/oRAPPLCATox ofnrncXE UUUBAY BE REqu rteDx6u \ Q //_, -Allit t"3 R31• ♦ ZONE REQUIREMENT,AND IN CONSULTATION WITH CDOTR/W SECTION STAFF AND DUKE ENERGY IT HAS BEEN
24 20 58.5 23.4 5,764 2,133 2,882 \ ''qq 0c0 DETERMINED THAT BURYING UTILITY LINES ARE INFEASIBLE,THEN A NEW BUILD-TO LINE SHALL BE O ASS�Z'QFESS/0'•'••/•<.
FIELD7 APPROVAL OF THIS PLAN SNOT AN ANTHORSATION TO GRADE ADJACENT PROPERTIES WHEN CONDITIONS WARRANT \ oP' ,.'.';: - I� H
/ F./ .1� %:' O _ vo^D ESTABLISHED AT THE EDGE OF THE OVERHEAD UTILITY CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT •/'.
OFF SITE SRAM,PERMISSION MOST BE OBTAINED PROM THE AFFECTED PROPERTY OWNERS 25 20 50 20.0 5,000 2,133 2,500 \ A O G. 5 • .....1`. !
:�\ \ /%`"%':.`w /C' �Iri�S - m► DUKE ENERGY KARIF.TAVLOR DUKE-ENERGV.COM FOR OVERHEAD UTILITY CLEARANCE REQUIREMENT
4 \\,� 0 .Y. PROP.RIGHT OF WAY - O _ SEAL
s la ORDER TO ENSURE PROPER DRAINAGE KEEP A MINIMUM OF 0 5%SLOPE oN THE cuoo 26 20 60.4 24.0 6,083 2,133 3,042 V 9 �' •��•�:r4 ® CONFLICTS. =
INSPECTOR. \..�ccF \`C0 4.1• ".DEDICATION PQ ► = 4
2] 20 52.6 24.0 68]1 2133 3436 G \ n'r rvG xELR xG C �\ � \ 7,/,,,,I,..,:i::::..g::.:',.:::S.
/ - • L�=-- -AJOINT USE MANHOLE MEET-ME MANHOLE IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL -
'P F O : > 1- \ UTILITY TELECOM SERVICE PROVIDERS.THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY28 20 5].8 23.1 8763 2133 4382 / � 4NS ALONG
BE
WATER 2a MIsnNCs oo azSEo uPaxM`Lo`.cTOAK�mrtYs�feUBorrvaS ARE ENOT '% � '��\B \\ � 447,s47.7.1147172 O 17 T OUTSIDE OF THE CITY RIGHT-OF-WAY. R:'
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED
10.CORE AND GLITTER SHOWN OE
• 40161
ASSOCIATED STORM DRAINAGE MAE
UIRE
D UPON
ELD
EASEMENT AREA oNEas wM cx IMPEDE WATER FLOW OR MAINTENANCE ARE 29 20 64 24.0 8,339 2,133 4,170 "O 9 B� �'Q��! �(\ � , • s!4�, �o.O 1 A .✓0�NGINEE:�, ��
'II.hl E PURPOSE OF THE STORM DRAINAGE u�unM �^ T F t� ��`�ENTIRE ROADWAY\; ,/ • >'7II& \ 8'PLANTING STRIP,(TVP.) y/H.••••••••�. NS
ENE MOPE STORM MANAGEPPE NSTALLEDw THN COMM OR PROPOSED PUBLIC STREET q SJ, 11 -- ,„„„,,,,„,04 A
PERMmED rvTHEEAB -
ACsaPRDNBmD
0 20 4.0 ]535 133 3]68 F 16 /�/3 938 2 3 `SHALL BE I.S"M80 _
w
Lx NIGH DENSITYPOLYETHYLENE , ,a
RG xrOFwAr MUST BEAPPSWEOR TIE PRIOR m^s CEMENT OF PRIORS)am BAemQaT nGPuaORACRIGNEOF.MATERIAL MUST
' ' ZTG O GWs _ , • A \ \ �\ O 6'SDEWALK,(TVP.)
BE APPROVED evrxEcm INSPECTOR PRIOR PucEMmroFTHE MATERALwnxxrxEPURLcsmEEr KGHr of war. 31 20 50 24.0 6,051 2,133 3,026 'per 1/ --'', 3 CURB RAMP ••4'A co 140061kilk /1 0 2024.10.180715:14-04'00'
L3.THE DEVELOPER SHALL MAINTAIN EACH STREAM.CREEK.OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL32 zD 50 20.0 5,9]5 2,133 2,988 /q /� L �/ ! ,® �r �. wLT STD 10.22) NOTE:
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOSS,TIMBER,IUNE AND OSIER �0 <, . 1.....' (NCDOT STD 848.05)
M.ANY BUILDING WITHIN'S.10.1 STORMWATER ELS/EDON ENE!SEISES!TO THE REBTRIrnONSOPTEum OP QrvS 0 Fv sy,-...- e,-: v.-• 10 �� 1� ALL ROADS SHALL BE CAPABLE OF
Cx •• 19 LOCAL MEDIUM STREET SECTION
CHARLOill/MECIOINBURG COMM,SUBDIVISION ORDNANCE,SECTION 7 200 8 1 \
roTERESTRRDxs MPo:m Q 4 •R A Witt' - \ �� (CLT srD u-ozA> SUPPORTING 85,000 POUNDS.
p4;
xGBLxE ssUNBcr 2 / P�• ri • i KtriFa O9 ® (ALL PROP.STREETS) Fr
.�Eo Env RURx I,M�o. f.sr LOw,rE =ci'MQFOxE LEGEND / .4�:•g •�PROP STOP SIGN tI. ,. AN \.., \ Cl/
cE IAPPLorO Larswx cx MAroPER races QxFuxr WERuxO / 1 1i4(MUTCD RI I
FLOW NOT CONSIDERED IN THE 100,FLOOD R.SI �� �4�A ) ♦ \ ® Now oR FORMERLY NOTE: QO
PROPOSED SETBACK / ♦ 4,,,,,U,�•v
a"• a
17.PE SEALED SHOP DRAWINGS POR RETAINING �.�.�:%:�:'� • •. ♦ ALL GREEN AREA IS WITHIN COMMON OPEN
• V :I�U.�.iVr O c'ON STREET PARKING •f a \1 STEELE CREEK PARTNERSHIP
O /:>»'%n'�.F>'' 4 a • 21 LIMITED PARTNERSHIP
M....BUILT.DRANERGS AND MANS OF THE PROPOSED RIGHT OF WAY / "' '4G'••C'M (CUT STD 50.09C) � \�: O SPACE.
PRIOR 70 SUBDIVISION FINAL INSPECTION TO THE Acre/murvnexc eL MUST BE EERldoll vGAmMw*IrvOACConon ACCORDANCE BxE rre - - - - y?( /0ii!`iii:./:::;:' ', IA,0O2 ♦ ' PID J(201-431-01
CITMCOUNTINENDIVISION ORDINANCE
PROPOSED UTILITY EASEMENT ./ f, ` ��� \ �� CLUSTER MAILBOX i.•�� \�' • `�, DB 9064 PG 72
>'..<? ov.� LOCATION,(TYP.) \` �// 22 PROJECT ESTIMATED COMPLETION
� wn AND/OR ron aRIoD w f � An; 4.
FSnvwAcnasrox PROCESS. 'p-�p� 'rg•y.'k \ ® DATE IS SEPTEMBER,2025.
. REQUIRED oOTAAINED PROVIDED. TTHFLAT`"SOO CONSMUCTION LOOM APE[LEAR,SHOWN ON illE .OFFSITE `' .:;An 9/ ♦ \"
20 MR SECTION B rTSEo OF CITMCOOF AND SECTION 10 0 OF THE CITES POST CONSTRUCTION F THE CERTIFICATE of CONSTRUCTION CONTROLS EASEMENTS IPTcc 51 MUST BE RECORDED /////////////////////////////////// GREEN AREA // ..: :.,�� � \ i% rt//VS 1111 N © 1� I . 23 \ \\MANUAL.ALL P * 0 0
TRANSPORTATION LLJ
EDxTCOORDINATE RELOCATION
IDENTIFY // /P/ Atli"' v� f• �^ �\\\ 3 ® eu N •' V®� 24 `� \ wcrswBE RRPRIOR I-0 IEE ISSUANCE o ANDL/OR ANY REPuv COST CAUSED BYTHETx _ _ HERITAGE/SPECIMEN GREEN AREA / I Q "u\ /21
AIM
AeroaDEWLOPERPory BLEFORALLREweO RELOunon msrn EmrvG FOR / / "`U/G� � `pc III rv�3 \��\ 1\"r DIRECTIONAL CURB RAMP N M
»CERTIFICATION AND THE DEVELOPER
CONTACTS. REQUIRED
DEPARTMENT
oICUTS ON NT OF onO I,/'I axvv.RO / "" inn'SIGHT TRIANGLE,(TOP.) Ta Ai. , 4G6 \ 1, \ (CLT STD10.40A) \ 8� LL I�
,T.SWWW MIARMPERMS FOR [cx.oRGAMPARTMENTs/TRANSPoN CONTACT CHARLOTTE nnTONninEETEMAIxnrvANC[MOME.IITM E / - b• • v CO
23 NON STANDARD ITEMS SE MUIBX ETC I(ISBUMCrwnv REQUIREABAITOIUTAT \\\\ GREEN AREA IN DEDICATED COS / /�//// P.III IIII 84 O 1.t \°% GUMM NwEO' �� ® ® %� / i 0 (V
ENCROACHMENT AGREEMENT wLLAT:IRRIGATION
SYSTEMS.ALLATION FOR CITY OF TTEMF,RAnNEDRTREOruCONTAGAACT COOTAoo41336.DEPARTMENT OF
/ `44 ;"can J ! . www.nc811.DF9
rRArvsvORrAT Dry mslVwT ar MOUIES RouaMex As aaELorrxERD2vELOPmEmaxo/oRsmEn 5 1i / O� co} 63 \ ® 1 dye o �3 2fi I„I„I (-)
4\4
ENT REPLANTED GREEN AREA / IM-§•19.�1' / .\ 1 Z
FEASIBLE THE MAKE EVERY AnEMPrro HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC CASE INV-61d.86" �� 6P b \ <� ` \ ® `11 AAPPROPRIATE PARTIES AND ASSURING THAT EXISTING RE LOCATED PRIOR TO BEGINNING CONSTRUCTION
UTILITIES
mslMwTHAT REQUIRES CLOSURE NOFTxErBOEwAAix OR TRAVEL SDx�rOR LEsssiFAxrm OgEvsM AL
/ // SITE ACCESS COORDINATED ♦ 'a• ' \.. !N 1 1 1 1))
REQUIRES A25 ANY RNw ELSE PWITHIN 30 DAYS OF ERMIT.TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMmm As / WITH NCDOT FOR FUTURE, 60 0 2,0"VALLEY CURB ''$Tp 27 ► AO v ES USING 1��
PART OF xEMW ESE PERMIT REQUEST.TRAFFIC CONTROL MANS MUM.IN ACCORDANCE WITH COOTS WORK AREA TRAFFIC LANDSCAPE BUFFER PROJECT#:U-57866, \ / itti \�'. a `\% O FLAG MEN,Erc,AS NECESSARY TO INSURE SAFETY.
CONTROL QKIWATON AND MUST BE RENEWED AND APPROVED.CONTRACTOR SNAIL CONTACT COOT AT LEAST --- 'P \ \(CLT STD 1o.nB) ��:: �`Zk
BUSINESS DAYS IN ADVANCE OP BEGINNING OF WORK AT MOM 432asE. /// 6p �� / \ n7T ��� 47 �:_` b tics �. 28 ' 3. ALL PAVEMENT CUTS.CONCRETE OR ASPHALT.ARE TO BE
CO
26 RENT OF WAY CLOSURES LONGER THAN 30 DAYS REQUIRE AR/w LusEAGREEMENT wxlaTwlQlnauOE THE suawrrALOF SIDEWALK/UTILITY ESMT,TYP. 48 Vo REPLACED
ACCORDING TO STANDARDS OF THE TION DS LOCAL MUNI CAROLINA
CIPALITIES CAunes
E 1 1 1 1 1 1 1 1 1 1 1 1 1 SIDEWALK/UTILITY ESMT,TVP.' ,ice 0 \ �/ IDEWAL TILITYE MT TYP.
COMMON OPEN SPACE S K/U S ACCORDING TO OSHA TRENCHING STANDARDS U
CONTROL PLANS musT BE u R AGREEMENT PROCEss FOR APPROVAL PRIORrO START Oo MAIM CONTROL PLAN TEMOICCONTEOL PLANO RELWIPED 0001488 A LEASE AGREEMENT MAT BE DIFFERENT O Mw V. 60 j 50 0 Saa♦ \'� �♦ PART 1e55suacARr P,OR AS AMENDED.
CO °
CLOSURES CONTRACTOR SHALL ONE REQUIRED DURRIS TEE SURNAMED
a'DTOAFTrW MW „,oalo�s D THAN D DAYS R�nAREt.RAN LEASE ECT TO REVISIONS. GREEmEFnccaxTRARDR ,`6 59 ` �1' 11/ 51 •�•i'� \; �0 29 a12
sxALLcoxrAncoO27 CONS-EXTON .GnE�/w�a3e�avB. Cr LIGHT POLE(DUKE ENERGY) O 1 I0I 52 u,
NOW OR FORMERLY 1/ y I 'I •��♦ c A� 30
SITE PLAN GENERAL NOTES: DAVID w HUNTER ®r ®.I �� ♦a1 �- i Q 0))
PID//207-431-10 --
SITE DEVELOPMENT DATA-ADA CURB RAMPS De I6067 PG 572 2FT SIDEWALK/UTILITY �Rd 4s U
1. ALL DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVEMENT,OR FACE OF I u� ESMT,TVP. 0• 'I N w
BUILDING UNLESS OTHERWISE NOTED. 1 2 2 3 v~' CURB RAMP , 31 ►
RP AssetlD XCaordinate YCoordinate Ramp Type ` 45 ►
®I R3 (CLT STD 10.33) O I..L
= 2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY 1 -80.9841 35.1175 Directional(CLDSM 10.40A) I I r 0 p 1 IV 32 011 < 0)
AND STATE STANDARDS. 2 -80.984 35.1175 Directional(CLOW 10A04) V.
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o • _
3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION 3 -809839 35.1176 Directional([IDSM 30.40A) \ IffiLim(Dimarla
531 �_ r•A @► Dv OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK. 4 -80.983935.1375Directional(CIDSM l0A0A) - O ,1 , O 1 � 6 33 I E Ai
5 -80.984 35.1173 Perpendicular(CLOW 10.33) fiq I 1 ► `J Rj
4. PRIOR TO BEGINNING ANY DEMOLITION,GRADING OR CONSTRUCTION,THE / / 1 '+A1 O /� N
CGENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND 6 -80.9839 35.1173 Perpendicular(CIDSM 10.33) \ y, _ 49 o; I ,0 43 i\ .-J 'An
w APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES. 7 -80.9834 35.1178 Directional(CIDSM 10A0A) / d ' ��' O o► v J
W 5. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT 8 -80.9834 35.1178 DirectionaI(CIDSM 10A0A) illTh , `� ® '/�
WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY. 9 -80.9833 35.1178 Directional(CIDSM 10.40A) - E \ ® 55 7/ / ■ 42 a� ►Y v J
O 6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. 10 -80.9832 35.1177 Directions l(CLDSM 10.40A) RESIDENTIALCUL-DE-SACDETAIL \ \ 0 O // 11 \ '� 9 0 ►
I 11 -80.9833 35.1176 Directional(CIDSM 10AOA) (CUT STD 11.18) \ ■ 41 ; ►
'a 7. ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES 12 -80,9834 35.1177 DirectionaI(CwsM 10AOA) I \\ \ , /// / 1►o O `t 1 ■i ' 3fi 14
o SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. / �- *�-
13 -80.983 35.1169 Perpendicular(CLOW 10.33) brim_
I \ o; / O / 1 '�(C 8 CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS 14 80.9829 35.1169 Perpendcular(CLDSM 1033) I \�__ �/^ / 1 S� ►
o SHOWN ON THE PLANS 15 80.9836 35.1182 Perpend cular(CIDSM 10.33) / Y� �d
o r / '$.I ® 37 DDDITIONAL R/W
E 9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE 16 -80.9835 35.1182 Perpen0 cular(CLDSM 10.33) \ / _- --- /,. I,, ®R �� elB43 PG261�0• ►i4'201-233-90
MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION ISSUED BV AGC OF 17 -80.9846 35.1179 DirectionaI(CISSN 10A0A) / -® O °;AMERICA,INC.AND THE SAFETY AND HEALTH REGULATIONS FOR is -80.9844 35.118 Directional(CIDSM 10AOA) / ,Sd-VCONSTRUCTION ISSUED BV THE U.S.DEPARTMENT OF LABOR. 1SITE DEVELOPMENT TABLE: %% as+' 39 `'mREQUIRED PARKING:I.5 SPACES PER UNIT / O 9N
aTAX MAP NUMBER:'20143102 PROVIDED PARKING:2SPACES PER UNIT(1 GARAGE,I DRIVEWAY) 40cv
CURRENTZONING:Nl-A MINIMUM BUILDING SET&1C T: i ♦ V1V _ _ _o SITE AREA:10.375 AC- FRONT:27 FEET(13.5 FEET I NTERNAL)• / �rrVVV1\�tiEX-NCDOT R/W AREA:0.555 AC. CORNER:13.5 FEET(10 FEET INTERNAL) \ 1 "fit \\\\rrV V
AL DRIVEWAY
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iu DEDICATEDNUTIYESCDOT WAREA:0.400 AC. SIDE:40 FEET
, -/ f I PID 2D7-233-a9 GRoasiAacA ~ww \ooat (CLT I STD 11027A)\ .��
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N EXDEEDINFTSITEA AREA:
D 7286PG988 REAR:*SEELOTDA FEET
ABE FOR 1/ i MB ss PG 587 \` �\�O�a�e����www, N
NET SITE AREA:9.134 AC. SEE LOT DATA TABLE FOR PROP.FRONT SETBACKS // / \�� a �� ~~v w� ���e��� LL
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MAX HEIGHT OF BUILDING:48 FEET I / / ( 114.1400.:4411.1
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i_ PROPOSED ALTERNATIVE RESIDENTIAL DEVELOPMENT MIN LOT WIDTH:70 FEET(35 FEET INTERNAL) / / I LOT53 I 0 : :0ol000awwa �oo�o
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/ / MB 56 PG 587 , , 1 1 1 1 1pFw~6w
CONSERVATION DEVELOPMENT \ / / i PID,¢201-233-08 �/� y �11 5 ���~'
PROPOSED USE:DWELLING-DUPLEX(FOR SALE) WATER:CHARLOTTE WATER(PUBLIC) / / ��/ /' I�oow, o
a qOF PROPOSED UNITS:64 SEWER:CHARLOTTE WATER(PUBLIC) / ��� I I MB 56 PG PG4587 I I I MB 56 PG 58��/ , (t
' #OF LOTS ALLOWED:45 / PID p 201-233-07 PID#201-233-E/� __ m
//OF PROPOSED LOTS:32 UTIUTIES:ALLUTIUTIES WILL BE UNDERGROUND AS LOT 55 (�� I \ z
I' MAXIMUM BUILDING COVEFIAGE:50%FOR LOTS<10 K SF,40%FOR LOTS a 10K 5F REQUIRED BY CURRENT LAND DEVELOPMENT MB 56 PG 5870
PID//201-233-O6I _ LOT 50 LOT 50
MAX DRIVEWAY WIDTH:40%OF LOT WIDTH,24'MAXIMUM WIDTH STANDARDS LOT 56 MB 56 PG 587 MB 43 PG 267 PROJECT N:2022-050 DATE:10/18/2024
w LOT 57 MB 56 PG 587 I PID jf 201-233-11 \ LOT 50 PID//201-233-14 DRAWN BY:JB CHECKED BY:JB
s (SEE LOT DATA TABLE,THIS SHEET) MB 56 PG 587 PID H 2O1-233-05 MB 43 PG 261 TITLE
PC DISTRICT:CENTRAL CATAWBA / LOT 58 PID y 201-233-04G 587I LOT 49 PID N 201-233-13 I GRAPHIC SCALE
s GREEN AREA REQUIRED:15%OF NET SITE AREA(SEE C-6.0) FLOOD DATA:ZONE'X'PER COMMUNITY PANEL PID#201MB 56 P23303 I PID 4201MB 56 P 233712\ D lopSITE PLAN
_ GREEN AREA PROVIDED:(SEE C-6.0) 371045-OIXI0K,EFF.9/2/2015 1 11
SHEET NO.
g COMMON OPEN SPACE REQUIRED:10%OF NET SITE AREA(0.66 AC)(ALL GREEN AREA IS WITHIN COS) DENSITY:HIGH ( IN FEET) `/'�.▪ COMMON OPEN SPACE PROVIDED:19.2%(0.9134 AC./39,787 SF) HORIZONTAL 1 inch=50 ft. -2•0
U ADDITIONAL GREEN AREA WITHIN COS:0.269 AC/11,712 SF,(SEE SHEET C-6.0 FOR BREAKDOWN)