NCC240281_Site Plan or Location Map_20240201

AP ROVED FOR CONSTRUCTION
• DATE:1/17/2024 LEGEND
cix PROSE UMBER:LDCP-2023-00102 \ I I I I rc
-� PROPOSED SETBACK
io - - - - PROPOSED RIGHT OF WAY 3 rI ^l
NOTE:THIS PLA AL DOES NOT INCLUDE CI ARLOTTE WATER.FOR I 1 I tt VJ O
I IARLOT MORE INFORM EASE CALL 704 335 S4ss o visit c"a"ottewater.o PROPOSED UTILITY EASEMENT III rvT'l: - co
CHARLOTTE- A \ D 27-lei-13 I nw� WN
NECKLE BURG EDUCE c THE orvunE FORM murv0 Ai iO p027-let-t2 i
PLAN JING D ARTM NT MBo25 Po 52ry o,qe a e"ter #0 7-21.11 I y ()
cna tM 0LAN j /1 TREE SAVE/NATURAL AREA ZONING sN1 NtO G SFR o R _' co)II Z
1 m aLx�to�nn zory SE CALL CTAC AT 700- / PROP FENCE NOgM-2 Rpz SIDEWALK TIE IN TO EXISTING,TYP.I
Z
e c/o Co ERc rvo"OUEs LLCPli
Does rvarmauOE comMBRCIAL zorvlrvG AG:rvl A
Irvc I v cary eOBTAINED ai
334 CODE(ze33)FOR MO INFORMATION. (SEE DETAIL) F 10'SIDE YARD,TYP a O
oATHY 000CC 100YR SWEL+1 AR225Pc 20s SIDEWALK TRANSITION O (~'�
Rl,(,(PVC
U'L zoNNG:NI A e r -- - __ (CLT STD 10.23) a Z
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usE sFR - D Q
�E LANDSCAPE BUFFER I • RED 32 CLASS GRUFFER __ EX R/W r
0 W
2'CLASS CBUFFER J UCED 25/W/FENCE(2q) I (50'FROM5OF ROAD) 3 JJ
ALL CURB AND GUTTER SHALL BE 1'RIBBON/ -- _ -
PER DETAIL EXCEPT AT DRIVEWAY -- - I I
P OPEN SPACE N ' Y /`-' / z
/ ENTRANCE AND PARKING AREAS. " / 11 ( O Q
' ►4 ; I y�S, !� EXISTING 2'-6'STD CURB&GUTTER 2 HI ISl t-
02J-28 15 1 I /•�� (�
/ PRIVATE OPEN SPACE JOSEPHLESS F Et Q N
Sip MB 25 PG 20a I.V
17,
D�1 ✓ l� ,//////�//////// /.//// Z0u5E SFR I -- t 1'A"STD C&G 47 ,�� d'(O
ce-
/ / / / / AlA PRIMARY PEDESTRIAN ENTRY �.t
(CLDSM 10.17A) �7%vw®r THIS SIDE UNITS 47-50 S �' 1 f n X N
VICINITY MAP LIGHT POLE(DUKE ENERGY) _�_ ;- 48 •+�II `--`IyyrrI1I1 • 1 1 10 w \•/ v o 6 ce
N.T.S. * wIII 37 I
061' 2FTSIDEWALK UTILITYESMT,TYP) ii TED CROSSWALK � oO LI
PCSO SUMMARY ym� �C - - � 48 ' (CLDSM 50.14) FUTURE BACK OF CURB LOCATION 0 Z
O I (41'FROM 1 OF ROAD) u
p027 tat tb 38 49
IP
CDOT NOTES: PRAT/BMA"A�'TM'A `-- _ _ I '
Original Parcel ID Number(s): 02728101.02727189.&02727188 �N/ II I 1 1 Pe
-Non-standard items(ie:pavers,irrigation systems,etc.)in the right-of-way require a 1(PRIVATE SEWER ESMT,TYP. 45 ma - ^1 CURB&GUTTER TIE IN TO EXISTING,TYP.I x•A-�Y\•r'ARD"
Right-of-Way Encroachment Agreement with the Charlotte Department of Development Type: Single-Family A';� -- t so III �� 1 0 �:OQ�.••sumo C,.,.
50 REAR YARD,TYP err 1 q0• 1� TYPE II COMMERCIAL DRIVEWAY(CLDSM 10.25E) P
Transportation/North Carolina Department of Transportation before installation.For oi 4 21' y C �l,,F
Subject to PCSO?YlN Y /� r 39 - I R73 (RIGHT IN/RIGHT OUT) w =Z; '17':
City of Charlotte maintained streets,contact F' ' / " SEAL _
[e-mail]. F NO,why? -e • -- ., % � 1 i ° i 048418 =
Watershed: Yadkin ►'� H hI:
- 2 40 CURB&GUTTER TIE INTO EXISTING,TVP.-Developer shall be responsible for the installation and maintenance of temporary Disturbed Area(ac): 5.2 �/ P 0traffic control devices during all phases of construction in accordance with the latest Site Mee ac: 5.677 \\ \ jD( ) m 5'SIDEWALK w editions of the COOT Work Area Traffic Control Handbook(WATCH),the Manual on w '' ijDA#1 DA#2 20' (CLT STD 1022)- 1
UUniform Traffic Control Devices(MUTCD),and the NCDOT Roadway Standard / I Drawings. Totalon-siteDrainageMea(ac): 3.77suBLDTLINE,(TYP.) 1p \Existin Built-u n-area SF: 13,068 \ 2ZONIN c 2°q �a .-An work within the Ci s ROW or Ci maintained infrastructure must be a roved E SFR DRVEWAY -y ty ty PP Existing BUA to be removed(SF): 13,068 CrvP) - �� - II a�� 6by CDOT and will require a ROW Use Permit or ROW Lease depending upon the rERCLTSTD 1119B) - - Q -
proposed scope and duration of closure.These approvals are in addition to site plan Existing BUAto remain(SF): 0i - 42Op° 1'-8STDC&G Q - LIE i ��o z PwvAnoPrnsaAcr wMMArtr
approvals and should be coordinated with CDOTprior to construction.Contractor Proposed New BUA SF: 98,445 •"� , CBu LOCATION,TYP.
G
PP PO ( ) _ (CLDSM 10.17A) -'$ o o^`*^g
shall contact ROWUsePennit chadottenc.ov at least 5 business daysprior to \ - �I p -e LOT roru vos LOTa rOTA1806 O
@ 9 Y Proposed%BUA 60% \ •\ PROP.TIGHT,(TYP.) / `I •� �� 10'x10'PEDESTRIAN P ill 1 o^Imp A.(sr) BRFA�1�
beginning work for impacts less than 30 days.Contractor shall contact `S 'a, a, _ _ _J6� SIGHT TRIANGLE,(TYP.)Ii:
I�F-X.4'BIKE LANE a I" mDensiy(High!Low) HIGH \ \ 44 SF AREA RESERVED FOR DUMPSTERS rz I 'm vo'� .8 26 [e-mail] as soon as possible for impacts greater than 30 5• I
Total Post-Project BUA for site: 103,492 \ \ SCREENING WOULD ONLY NEED TO BE BUILT AT u¢n 2 414 27 483
days.Every effort shall be made to construct improvements with minimal impact to all N S4THE TIME THAT SOLID WASTE AND RECYCLING I , \ - O 3 414 28 483
users of the public ROW. Development or Redevebpment? Development CONTAINERS MAV BE NEEDEDT pNatural Area Required(ac): 0.568 m 9iP s• �c - - 1 p _a 414 29 483
-The Developer shall contact the Implementation Section Manager,Tony Tagliafeni, \S\ \ a,`\ - 'y la ® ® ^ s 414 30 483
Natural Area provided,total(ay: 0.871 \ •of the Charlotte Department of Transportation(CDOT)or their designee at Si _
Undisturbed Treed Natural Area Preserved(ac): 0.871 NozJ-28,-,a \ \ �� _ I p^ Ip 6 414 31 431 CD
704-336-4119 to identify any conflicts with traffic signalization equipment.60-90 days DANIEL NEBus \ ` 1 1 0
MB 25 PG 208 \ ALL DRIVEWAYS SAME LENGTHY 55 7 410 32 408 N
will be required to coordinate relocation.Developer shall be responsible for all related Total stream buffer protected on-site(ac): CO
•0 ZONING:Nu- N
AND WIDTH UNLESS A I I CO
relocation cost and/or any repair cost caused by the contractor/developer. Transit Station Area?Y/N N uSE:SFR A \\ ® i DIMENSIONED DIFFERENTLY. I 1 CATS BUS STOP SHALL BE INSTALLED ALONG 8 401 33 460 0
Distressed Business District?Y/N N 5 PROPERTY FRONTAGE(REF STD 60.03A) 9 400 34 613 Z
-Pedestrian-scale lighting and/or street lighting shall not be installed within the \ r �,-,.�
Mitigation Type(if applicable) 85 TSS 10 404 35 616 di
Right-of-Way without review and approval of CDOT.Developer to contact Candace \ �/ - -
:>:
Inge(704 336 3932 or [e-mail])for local street lighting criteria Natural Area mitigation?Y/N N // 70• SCM - O I 11 _11 407 36 462 2
with Residential Subdivision projects and to contact Bruce Horldt(704-589-5836 or Buffer Mitigation?YIN N I �I I • r ' R/W TO BE DEDICTATED I _12 407 37 424 uJ L
Bruce Hoddl charlollenc ov for all other projects lighting requirements.Coordinate - (50'FROM c OF ROAD) 1 iI _
@ 9 ) 9 9 q i0 i� \ RESIDENTIAL ALLEY 13 404 38 454 0
with Duke Energy and CDOT as necessary to determine lighting levels,lighting layout \ (CLT STD.17.798) o IpI 14 406 39 483 V ry
and requirements for installation. [ESTIMATED COMPLETION DATE:DECEMBER,2024 �� \\ PCCE,(TYP.) 1 I 15 414 40 483
• IX
-Private Development Utility Relocation Coordination-For utility coordination related z 0 _ 16 531 a 467 J
SITE PLAN GENERAL NOTES: �� \ _ 0 3o ao� -
to both existing utility relocation needs and proposed new utility installations,please \ ` 17 412 42 467 1
contact [e-mail]. N I/ -_ O 8 - 18 500 43 585 J U
1. ALL DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVEMENT,OR FACE OF BUILDING UNLESS - N / 1 O -1
-It is the developer,property owner,or a designated representative's responsibility to OTHERWISE NOTED. 6�1 f �' \\ 36 -' I m - EXISTING 19 500 46 585 \ �.
contact Duke Energyand the other utilities on the adjacent pole line(s)(e.g. AT&T, 2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY AND STATE I 6/ - - �C CENTERLINE 20 500 45 557 / U1
Spectrum,etc.)early in the planning and design phase of thproject to determine if 3. ANYSTANDARDS.DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR �_1 ®' '�I�- / O - cL
I I I 21 500 46 557 N
initial plans can safely accommodate overhead utilities without creating any ENGINEER PRIOR TO PROCEEDING WITH WORK ' "-xssnc""� \ "'�/ 35 I < 2
NESC/OSHA violations.If there is an existing NESC/OSHA overhead utilityclearance 4. PRIOR TO BEGINNING ANY DEMOLITION,GRADING OR CONSTRUCTION,THE GENERAL CONTRACTOR ' _I T I@+szz sF'I I I I 8'SIDEWALK 11 22 S00 47 537 a
9 50'REAR YARD TYP.I- \I O O CLT STD 10.22Z
SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALLI\ I m ( ) I 23 500 48 478
requirement that conflicts with the build-to zone requirement,and in consultation with * a2
Ell
= REGULATORY AUTHORITIES. 1 /15'PRIVATE SEWER ESMT,TYP. 1 \ ITO ..II I - I II 24 402 49 414 N
CDOT FUW Section staff and Duke Energy it has been determined that burying utility 5. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL I / �� I CO
p lines are infeasible,then a new build-to line shall be established at the edge of the BE PROTECTED FROM INJURY. ' /� I 10 I t I I p 25 450 50 567 < 6
overhead utilityclearance requirement.Contact Karif Taylor at Duke Energy6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. I11111 I 1
q y 7. ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE 5'SIDEWALK I 34 1 I I to POTENTIAL RELOCATION OF W
a ([e-mail])for overhead utility clearance requirement conflicts. =r OVERHEAD UTILITIES.ACTUAL
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. (CLT STD 10.22) ;':I yp I s
o 8. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. I - lati _ 4 $ ALIGNMENT SHALL BE COORDINATED 0
-A joint use manhole(meet-me manhole)is to be provided by the developer to 9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE"MANUAL OF ACCIDENT I I gig \ \ WITH UTILITY OWNER/PROVIDER. Q
accommodate all utility telecom service providers.The joint use manhole shall be PREVENTION IN CONSTRUCTION"ISSUED BY AGC OF AMERICA,INC.AND THE SAFETY AND HEALTH �' I ,) O �� I DEVELOPER:
REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S.DEPARTMENT OF LABOR. 20' asi 11 _,�.\ I \ RAYNA PROPERTIES,LLC i-
located on private property outside of the City right-of-way. - __ \ 8'PLANTING STRIP MEASURED 1401 FUNNY CIDE DR IU
10. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO r
DI 10 SIDE YARD,TYP - I
CONSTRUCTION. tw.. m \\ 8'FROM FUTURE BOC WAXHAW,NC 28173
11. 'AS BUILT DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES, IL\\ _ pp \
I MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING Eucav oa J �'Nror
l I ���I��� 12 \ '� I [phone]
DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTYSUBDIVISION ORDINANCE. s,� ' 1•M `�\ I \� [e-mail] a
12. PER SECTION 18-175(E)OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION I \ \ \
CONTROLS ADMINISTRATIVE MANUAL,ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION O CI
27 I 28 29 I 30 31 I 32 11It • \
fl CONTROLS EASEMENTS(PCCES)MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE usE.sFR w 25 26 t1 • - "-\\ 1 \)1 DESIGNER•
r= OF OCCUPANCY. -
j III13 ..\\\ �o \\ \ \A GATEWAY DESIGN GROUP,PLLC
o / / - 30'FRONT SETBACK,TYP. \ 8516 FOXBRIDGE DR
SITE DEVELOPMENT TABLE: WEDDINGTON,NC 28104
i
I 'i 4 JOSH BUTLER,P.E.
U N,- -1 R77• PRIMARY PEDESTRIAN \ (910)B40-2661
REQUIRED PARKING:69 SPACES.1.5 SPACES PER UNIT - ..� -.�.� - � ENTRY THIS SIDE UNIT61-1s \\
TAX MAP NUMBER:02728101,02727189,&02727188 PROVIDED PARKING:192 SPACES-4,2 SPACES PER UNIT [e-mail]
4 NAVY LOU WAY 4 '�\GARAGE PARKING:92 SPACES J' - (PRIVATE) - • {e �' o\ �\ %i
a
: ZONING:R-17MF(CD) DRIVEWAY PARKING: '} I '-' -...I -}... ,iliTtli
is •,.��' m\ _I 3\ WtECI 4\\\ SURVEYOR:
a GUEST PARKING:165PACE5 :__ a L_� % R4• / \yM a JE7 CAROLINA GEOMATICS,PLLC
SETBACKS AND YARDS: 0 ifi (( \ 5•0 \ 469 HOSPITAL DR,SUITED
II. ;;.I w:II-- - II, '� O \ , " \\ GASTONIA,NC 28054
a FRONT:30 FT FROM R/W RESIDENTIAL ALL 2.�/
~.
°. I I I (CLT STD.11.19B) I \4•\ 05 [phone]
n 30 fTIBFOu[E0 T015 ALONGNIEw00oLNPD19.3031191a1) ' ! - ® CHEVIS KING,PLS
I TOTAL SITE AREA:5.677 AC SIDE:IO FT(ADJOINING SFR) ' ' / ' ml -\ I
24 I 23 O I 21 20 aI a I 17 V ) y� ] r\ \ [e-mail]
3 REAR:50 FT(ADJOINING SFR) W. ��I�,-.
DEED INFORMATION:D836733 PG 239,OB01678 PG 208,GB 05959 PG 8)0 MINIMUMBUILDINGSEPARATION:I6 FT I _ i� _ i; 'M \\
/ Pe A[NT \
o
GARAGE SETBACK ALONG PRIVATE 20 FT OR GREATER FROM BACK OF I s'FRONT scneAcK - „ 1 n"STD C&G - - - DUACAT PG 1,\ \�
9 303(191(1) 71
ALLEYS:SIDEWALK)WHERE PRESENT)OR BACK OF CURB M/a M/a _ - 4`/- - -■ - ADA RAMP \m Vk o
PO MAX HEIGHT OF BUILDING:40 FT 10'TAPER FROM '"""-� - ,a �� SS ,(CLDSM 10.31B)\y\\ >
(CLDSM 10 17A) X
N
-PROP.EOP BACK- '' ,5 SS S
ADDITIONAL HEIGHT ALLOWANCE PERMITTED '� , ',-
CB \\
u TO EX.EOP,TYP. - 5, \
SINGLE FAMLY ATTACHED TOWNHOMES WITH LAND PER TABLE 9,305(1)(j)(B) ■ PINEWOOD LN.
_ _ - MAG A, \
PROPOSED USE: - so'PUBLIC R/W - - 1"�NT-7EE.z5z „',", _ \
FOR SALE PROVIDED HEIGHT OF BUILDING:4T•3/4"(units 43.46) PRIMARY PEDESTRIAN per MB 27 PG 385 8'PLANTING STRIP MEASURED"0 INv OUT-76c.ao \\ \\
PROVIDED HEIGHT OF BUILDING:39'-8.75"(units 1-42&47-50) • ENTRY THIS SIDE UNITS 17-24 (COOT MAINTAINED) 8'FROM FUTURE BOC a x \ \ \ w
2'-6-CURB AND GUTTER ALONG EX.RAN
SOUD WASTE REQUIRED:(1)B CY DUMPSTER PER 30 UNITS PINEWOOD LAND FRONTAGE,FUTURE v \\ \ o
8- 6'SIDEWALKRID-
o- SOLID WASTE PROVIDED:(1)8 CY DUMPSTER BACK OF CURB LOCTION 13'FROM c OF (CLT STD 10.22) ,Nv 1N-JEEu, \ \ m
ROAD PER CLDSM U-02 \
MAX UNITS ALLOWED:50 RECYCUNG STATIONS REQUIRED:(1)144 SF STATION PER 80 UNITS \
rj 12FT SIDEWALK/UTILITY ESMT,(TYP.) \ \\
RECYCLING STATIONS PROVIDED:(1)144 SF STATION \\ P.
o
UNITS PROPOSED:50 WATER AND SEWER:CHARLOTTE WATER(PUBLIC) SITE DEVELOPMENT DATA-ADA CURB RAMPS 8 DENSITY PROPOSED:8.8 DU/ACRE IITIUTIES:ALL IfTIUTIES WILL BE UNDERGROUND AS NOTE: PROJECTa:2022-0ifi DATE:12/04/2023
NOTE: NOTE: DRAWN BY:JB CHECKED BY:JB
FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND 1 2 2 3
MAX DENSITY ALLOWED:17 DU/ACRE REQUIRED BY CURRENT LAND DEVELOPMENT ALL INTERIOR CURB AND GUTTER STEPS,STAIRS,AND HANDRAILS RP AssetiD XCoordinate YCoordinate RampT e TITLE
3 MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE _ YP
o GARBAGE COLLECTION:ROLL OUT CONTAINERS(PRIVATE PICK UP) STANDARDS APPARATUS AND SHALL BE SURFACED TO PROVIDE ALL-WEATHER DETAILSHALL Ei'RIBBONPERARKINLLEY SIDEWASSOCALKS ATED
LLNOTENTH GRAPHIC SCALE
DRIVING CAPABILITIES.CFD'S LARGEST TRUCKS HAVE A GROSS DETAIL EXCEPT WHERE PARKING SIDEWALKS SHALL NOT ENCROACH 1 -80.7714 35.3431 Perpendicular(CLDSM I031B)
TREE SAVE REQUIRED:15%(SEE C-6.0) POST CONSTRUCTION DISTRICT:YADKIN SOUTHEASTCATAWBA STALLS ARE LOCATED. UPON RIGHT-OF-WAY. i A.' SITE PLAN
VEHICLE WEIGHT(GVW)OF 85,000 LBS. 2
-F TREE SAVE PROVIDED:15.6%(SEE C-6.0) WATERSHED:MALIARD
H ALL 1'RIBBON GUTTERS LOCATED WHERE ROAD WIDTH IS 20'SHALL
PVT OPEN SPACE REQUIRED:400SF PER LOT FLOOD DATA:ZONE'X•PER COMMUNITY PANEL BE DESIGNED TO SUPPORT 85,000 LBS. ALL UTILITIES ON SITE WILL BE 4 SHEET NO.
°' PVT OPEN SPACE PROVIDED:400SF PER LOT(MINIMUM) 371045-7800K,EFF.11/16/2018 INSTALLED UNDERGROUND. 5 ( IN FEET)
OPEN SPACE REQUIRED:45%
6 HORIZONTAL 1 inch=40 ft. 2•O
OPEN SPACE PROVIDED:54% SITE DENSITY:HIGH