NCC240166_Site Plan or Location Map_20240123

GENERAL NOTES: LEGEND
•
MIX Fln$dtF►�1ldvALTF�J12/2022 IMPERVIOUS SUMMARY RIGHT OF WAY APPROVED FOR
I. BENCHMARK LOCATIONS AND ELEVATIONS WILL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION.
DEDICATION 2. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE CITY OF CHARLOTTE,NCDOT,NC DEQ,AND CHARLOTTE WATER WHEN PROJECT BOUNDARY III BUILDING HATCH E
CEL ID PROJECT NUMBER: SD RMF-2Q24r00064 SQUARE PERCENTAGE OF SPECIFICATIONS ARE IN CONFLICT,THE STRICTER SPECIFICATION SHALL BE HELD. PROPOSED BUILDING I/� ,I CONSTRUCTION Q
(�'t ttA't"t'�i _ ITEM FOOT ACRES TOTAL SITE WIDTH 20 FT 3. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY.ANY DAMAGE DONE TO EXISTING CURB AND GUTTER V �/11 FULL DEPTH ASPHALT U
I Or ATInN 3421 NI, J VERIFUTILMY THE
OR NOT SHOWN NOT THIS PLAN)SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL BUILDING IRRIGATION SETBACK
i .. ;,.i SIDEWALK CHARLOTTE-MECK_ NBURG PLANNING EPAI MENT
ENGINEERING TOTAL SITE AREA 101,672 SF 2.334 AC N/A TOTAL LENGTH 339 FT VERIFY THE LOCATION OF ALL SHOWN OR NOT SHOWN UTILITIES PRIOR TO CONSTRUCTION.TO INSURE PROPER LOCATION OF THE
GG Brendan n d a n M S m i lh TOTAL AREA 6.365 SQFT..146 AC NON-SUBSCRIBERS BE STRACTOR SHALL CONTACT NC SHALLL E CONTACTED DIRECTLY. CALL AT I-800.632-4949,AT LEAST 72-HOURS PRIOR TO CONSTRUCTION. EXISTING SURVEY 0:� HEAVY DUTY PAVER ENT 0 a
PROPOSED BUILDING 17,783 SF 0.41 AC 17.49% (((}}} Bre 7t Wil ripotl 0 r
PCSO/DETENTION/DRAINAGE PLAN ISCEND GROUP 4. THE CONTRACTOR SHALL PROVIDE APPROPRIATE BARRICADES,WARNING LIGHTS,AND WARNING SIGNS TO ENSURE THE SAFETY OF STOP SIGN W/ O PARKING ROW O COMPACT HANDIC�PED _,.` N m U
PROPOSED ROADWAY 13,042 SF 0.30 AC 12.83% THE PUBLIC AT ALL TIMES. WHITE STOP BAR XX COUNT C CAR SPACE PARKING SYMBOL C 2/2 211) o L "
5. SURVEY PROVIDED BY CAROLINA LAND SURVEYORS, R\-1 y
EROSIONCONTROL- SPatri ct St rz PROPOSED CONCRETE 11,742 SF 0.27 AC 11.55% 6. THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE PRESENT OR O U S N
CONTAINED IN,UNDER,OR ON THE SUBJECT PROPERTY OR ITS WATERS,OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE >_ N S2 B
C- 210 - CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER.NO SUBSURFACE EXAMINATION OF ANY NOTE: > .2
RBAIV FORESTRY MISC.FUTURE IMPERVIOUS 3,640 SF .083 AC 3.56% TYPE HAS BEEN MADE BY THE ENGINEER AND ACCORDINGLY,NO OPINION IS EXPRESSED OR INFERRED.FURTHER,NO OPINION IS GARBAGE AND RECYCLE WILL BE PROVIDED VIA CANS.CANS LL- - U
I� 09 RENDERED AS TO ANY VIOLATION OF AN ENVIRONMENTAL LAWS OR REGULATIONS,EITHER FEDERAL,STATE,OR LOCAL RELATED WILL BE REQUIRED TO BE STORED IN GARAGES AS NOTED IN THE w
M i ri a rri C attab r� TO THE INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY VIOLATION OF SUCH COVENANTS AND RESTRICTIONS OF THE DEVELOPMENT C g
VIOSK(DUMPSTER,MAIL O P
TREE ORDINANCE AC-I01,672 SF 119 SF 0.130 AC 0.12% ENVIRONMENTAL LAWS SHOULD THEY EXIST. O ' 4 13`u KIOSK,ETC) U w
7. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE N -Q^ O
EDD OOWWNHOMES y{,�Yy(i1p*N*p/F�OR COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT paD ?
/1^O�ROPO:.I AnMfTrW ■�ILLer TOTAL IMPERVIOUS 46,326 SF 1.Ob AC 45.56% SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE N U 8' NT
1/ AND HOLD THE CITY/COUNTY.THE OWNER'S REPRESENTATIVE AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY,REAL VERTICAL CLEARANCE(S)IS MET AND ALL EXISTING UTILITIES ARE NOT 1.ISE TOTAL PERVIOUS 55,346 SF 1.27 AC 54.44% _ OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE DAMAGED DURING THE CONSTRUCTION PHASE(S) OS D^ i B
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING SOLE NEGLIGENCE OF THE CITY/COUNTY,THE OWNER'S REPRESENTATIVE OR THE ENGINEER. N O. N zo
AT LEAST 48 HRS.PRIOR TO ANY LAND ED 18) 8. CONTRACTOR SHALL VERIFY PROPERTY LINES,BUILDING DIMENSIONS,AND ALL OTHER SITE CONDITIONS PRIOR TO CONSTRUCTION. O'3
DISTURBING ACTIVITY USING THE ONLINE ANY SIGNIFICANT VARIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
35 DUA(VAX.Al I OWED 8 DUA) 9. HENSONFOLEY DESIGN INC.HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS AND -O TV.- z
FORM FOUND AT http://cHUrbYITNA.98v/Id DESIGNS IN ANY FORM OR MANNER WHATSOEVER,NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST 0 "
MIN.FNVNI/3.31,eel 3L76ACK 30' OBTAINING EXPRESSED WRITTEN PERMISSION FROM HENSONFOLEY DESIGN.INC. aD
PARCEL TABLE PRIVATE OPEN SPACE 10. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE JOB AND O
HENSONFOLEY SHALL BE NOTIFIED IN WRITING OF ANY VARIATIONS FROM THE DIMENSIONS,CONDITIONS,AND SPECIFICATIONS O^
MIN.SIDE SETBACK 20' LOT# AREA SF LOT# AREA SF SHOWN BY THESE DRAWINGS.
11. FIRE DEPARTMENT ACCESS ROAD SHALL HAVE A MIN.20'UNOBSTRUCTED CLEAR WIDTH AND SHALL CAPABLE OF SUPPORTING Q"
MIN.REAR SETBACK 50' 1 1,844 SF 1 503 SF.49.3Sr BALCONY=552.3 SF 80,000 LBS.
12. FIRE HYDRANT SHALL BE LOCATED WITHIN 750'TO THE MOST REMOTE POINT OF BUILDING AS TRUCK TRAVEL FOR ALL BUILDINGS.
MIN.BUILDING SEPARATION 16' 2 1,844 SF 2 503 SF«493 SF BALCONY=552,SF 13. ALL UTILITIES TO BE UNDERGROUND. 04 .,44
GARAGE SEPARATION FROM ALLEY 3 1,844 SF 3 503 SF«49.3SF BALCONY=ss2.3 Sr 14. ESTIMATED COMPLETION DATE,07/2023.
ALLOWED WHERE NO EXT.DOOR IS LOCATED 5-7 3sr
4 1,842 SF 4 503 SF.49. BALcorvv_ss23sr
MAX.BUILDING HEIGHT ALLOWED 40' 6 461 SF«4935F BALCONY Y
5 1,804 SF `/
PROPOSED BUILDING HEIGHT SEE ARCH.PLANS 6 1,804 SF 8 728 SF«49asF BALCONY=n7asF
MAX.NUMBER OF BUILDINGS ALLOWED 4BUILDINGS 8 1,820 SF 9 359 SF«493 SF BALCONY=4XKA SF \/ /\
9 1,820 SF 10 359SF« 0� ��I .r S
PARKING SPACES REQUIRED (1.5 PER UNIT=24 SPACES ,I
11 359SF«493SF BALCONY=4BB2SF /I-8 G RIGNT _ / "
PARKING SPACES PROVIDED (2 PER UNIT)+6 VISITOR PARKING SPACES=38 SPACES 10 1,620 SF SS �,I ��uBLI 0� �l (FOU B) NORTH ARROW
11 1,820 SF 12 3595E.s9asF BALCONY=aaea SF D U / + 1 II 3I40
REQUIRED OPEN SPACE 50%-(50,834 SF-1.167 AC) 13 359SF«493.BALCONY=083 SF CC la NO LOT LINES ARE
12 1,820 SF �I AOJ PROPOSED IN BUFFERP \
PROPOSED OPEN SPACE 54.44%-(55,346 SF-1.27 AC) 13 1,820 SF 14 359 SF 449.35E BALCONY=4XS3sr F'o L p R V \ / GRAPHIC SCALE I"=30 FT.
REQUIRED MIN.PRIVATE OPEN SPACE PER 400SF 14 1,820SF 15 359SF.s9.3sFBucoNv=aoeasF 50° CO IT\ O.D.O � V /\ • / > > ` 11H1UI111j'
UNIT la
16 359SF«49.3sr BALCONY=408.3 SF �� '/` RETAINING WALL '\\/ \> z.1\\/\ ````(N C x
REQUIRED TREE SAVE 15%-(15,250SF-0.350 AC) 15 1,820SF sits `/5ITREESAVE:3r,>/� 6'HIGH BUFFER FENCE FIT&FINISH BY OWNERS `��DES. •-�'
16 1,820SF 8,837 SF, (TO BE HAND INSTALLED IN TREE SAVE AREA) °
PROPOSED TREE SAVE 15.08%-(15,334 SF-0.352 AC) / AL 5
NA 463.88 �20' N N N N N > 11• 3 23557 `
FEMA MAP NUMBER 3710447800K pA0,E FEM2€/_p2'25 E 4'SIDEWALK ' �/ \ \ , \ 1 85 Y 2 2, /�,
/2. jU e SOLID WASTE AND RECYCLING AREA TO BE BUILT IN %�d' ER°(v
FEMA EFFECTIVE DATE 02/19/2014 'J ' THE FUTURE AS NEEDED 'A4 444 D°°4513
EXISTING FENCE /� uN � uN`SS�sF NO EXTERIOR > END OF ROAD
SOIL TYPE CeB2 (TO REMAIN) '. uN S+s 359\ ENTRANCE IS I
BARRIER MARKERS NIIU
X /S ' ° PROPOSED ONTHIS
BUFFER REQUIREMENTS SEE SHEET CO9 a LOT:16 BUILDING SIDE
�N�7sa Fo LOT:IS 1,820 SF I�
SOLID WASTE REQUIRED AND PROPOSED 8 CUBIC YARD DUMPSTER NI `_uwr�v Sos 0.04 AC
-10'CLASS I BUFFER 20' -i 'ss 1,820 SF ,At 3 VISITOR
RECYCLING STATION REQUIRED AND X \\ LOT'14 0.04 AC 4fl G 4 = Pk iARKING SPACES
144 SF 1,820 SF t�
PROPOSED / LOT:13 n1\\`�1�`' IL I _ 20'CLASS C
1,8205E 0.04 AC TJV
ALL ARCHITECTURAL DESIGN STANDARDS SHALL APPLY REBAR 0811‘ 11 10 lu6`r5v°s LOT.12 0.04 AC II
BUFFER
LINBJ 3 24SF
SITE LIGHTING BY OTHERS&SHALL COMPLY WITH RE20NING REQUIREMENTS-REFER TO PAGES EXX1&EX02 (' 0 LOT:II 0 04 AC ,
_ LOT.14 1,820 SF ''/^)
PROJECT TO BE DEVELOPED IN ONE(I)PHASE SETBACK 1,8205� 0.04 AC �� NCE\S . v
RP 1
33 > Ft LOi:9 004A /-3 124' Ex(ER\OR SDE OF UNRS fLLJ
LOT: 1,620 SF "\NV
r� TREE SAVE:2 > \'NOONPIIEY 54'0 LY,-
0.04AG
Old\ \ 2,2805E \ 1,8205E 23"pROPOS� �1 T OR FORMER O
fib' >� >�'��> 0.04 AC / w NpW E 501NI SR
PROPOSED 24. 24 0 !iq �pONA ORIA A 35P1
.(L7 STORMWATER . 5' /7„-, O _i VI pB 1835 p402
,\ BASIN ( m q PIO 23 U
;
49Y �> \.UKEp PR 111
R20' R20' o1 STREET SIGNND D �1 / USE:SINGLE FAMILY RESIDENTIAL Z147' ORNE STOPSIGNBE ' w` 1 49 / n ZONING R-3La
r\, c PNCER 23' � INSTALLED BV THE D\'\ LOT: > ,` z
/RENTR UMSS / ` f CONTRACTOR gU� 1,844 SF FIII O
R� 4'SIDEWALK'(TY Of. RR NOONT PR\.EY SIDEO� `;,_ ®_ STANDARDS(TYP.) LOT:3 1,844 SF TO CLDSM LOT:2
0.04 AC 18„ l O Q `/I
\> pp 12'-4"X 4'-tl'BALCONY(TYP.) UpOSEO C NO EXTERIOR 1,844 SF 0.04 AC 20. QQQQ
22' / 1 ENTRANCE IS LOT'4 I0.04 AG /«A
> \ !GATED 30' NO PART OF THE BUILDING 7,gg2 SF O _
REB No) ���\� \\\ ��ESM RIX WALL CAN BE CLOSER THAN 5' w� 3 t,\G2 PROPOSED ON -
(O \ /30'� / \ TO THE\ALLEYS. ' G THIS BUILDING 0'�AC N L o NO PART OF BUILDING U J
/ PQWER LI \\ `� �\ 49' INCLUDING OVERHANG /�
19• �� SIDE 1 uw3sFs IS ALLOWED IN BUFFER CO p 0_
LOT:5 CA
\> \> \> \> H Aa SF
.as 1.
/�/�/ / \��o�QZ"p�citi,,�,s •°9� 49' LOT: 080 AG 21 L, N55•os �u,+Lnas'F \ +,+! 0 W
>�>\ � 4'aO- 3VISITOR . 45' LOT:7 1,804 SF > 16' ` uNn y.os °'s
> \ S*Ce 3pN. PARKING SPACES;.:. 2,412 SF 0.04 AC \ ss \`\ PRIVATE OPNE« •f« Q Z CY i_
BqC 7'SIDEWALK 0.06 AC 24' ),..,10410,
' lT VIVIIIP-'
(2)RING&POST SPACE(TYP)SEE ■ O W -/�N6.9 TREE SAVE:I K NO EXTERIOR ENTRANCE IS \ 20' BICYCLE RACK SEE DETAIL ON C17 TABLE - 0 �+g- 43,1625E PROPOSED ON THIS BUILDING SIDEas. _ _ L _ uweS.sos _ 30FTSETBACK_ _ U
\> \> ne I %• « MAIL KIOSK« +
Ce
2� /\/ NO PART OF NO PART OF N1T,Os �/ �� « ««« ««« AREA TO BE LANDSCAPED «««
/ COVERED ENTRANCE BUILDING INCLUDING TgBST os��s1'.r'4i�j r W CJ
IS TO EXTEND MORE 31' UPPER LEVELS IS / / r 35 x35 COOT
EXISTING TREE LINE THAN 3'INTO THEE ALLOWED IN THE . '��%' �. SIGHT TRIANGLE PEDB NCDOT PROPOSED 6'SIDEWALK I LLJ ('')
SETBACK. > SETBACKS - PROPOSED � SIGHT TRIANGLES \ /
y PROPERTY LINE -4+ r4. i�!!'i!)� (10'X]0') Y
1 PROPSED 8'PLANTING STRIP
_ - nvnin.:cr,.:.- -. q,i,Sl,,i..4.`'`I/ u1n..- / ,
5 SIDEWALK a x, _ - _ - R(FOUNU) v
•
\ \ \ DEDICATION 5' li?9l 455?B
Air
I 1 STREET SIGN % BENCHMARK $443029"W 220.37(DE)
J AND STOP SIGN �/N44'405 -TOP OF FH (
_ SIDEWALK iO EN• 1rYf,
PROPERTY LINE BR. 1zE 50'MAJOR EXISTING ELV:734.35 REBAR
\ ` ` ( THOROUGHFARE PROPERTY LINE (NAVD88) (FONN)
ROW TO BE - -
-_ - - _ DEDICATED(HALF) •-9 -2- - -
- - 3.'EXISTING - vwmr.s ��
\ . s
J - - - \9S O
J
N„te\s�-- I° + + + + + + + CENTERLINE SEE DETAIL THIS SHEET
1 +\ +�_ Q EDGE OF PAVEMENT FOR PROPOSED
a . ne �\ 1 1 1+ + + + + DRIVEWAY DETAILS \ REVISIONS:
S43.46'49"W
5'SIDEWALK 1 +++ +++ - - - -
` • F •� 5'SIDEWALK 216.93(T)
REBAR
Y �� CURB TRANSITION10.20 . �.3160' 19.87 ' CCURB TRANSITION
N 70 NB) \
FOUND)
STOP SIGN McKEE RD (S.R° 3440)
MI STREET SIGN
CD `rrti �� VARIABLE PUBLIC RIGHT OF WAY
(N.C.D.O.T. PROJECT 8.U670117)
MB 34663,PG 453-456
6'-1D /}EWALK J ' N44°'4 05 ;' 297.37 6'SIDEWALK .
2.5'CURB&GUTTER
2.5'CURB&GUTTER HC RAMPS PER
NCDOT STD#848.05 TAPER EDGE OF
TAPER EDGE OF I PAVEMENT TO
PAVEMENT TO tgl"r R35' R35' H' BACK OF CURB
BACK OF CURB
6' _ _
EDGE OF-'PA EN,iENT -'-12 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
4�- PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
CO3-SITE WG
SSSS BEGINNING CONSTRUCTION.UTILITIES LOCATED UNDER PROPOSED
SHALL BE VERIFIED THROUGH SOFT DIGS PRIOR TO PERMIT APPROVAL. Know what's below. PROJECT NUMBER: 220006
/f y
`\\ 2 CONTRACTOR
OUNR FLAGMEN, IS AS NEONSIBLE CESSARY TOR O INSURENG SAFETYRICADES TOTTHE PUBLIC.G I Call before you dig. DATE:02/17/2021 DRAWN BY:TSG
`PAVEMENT MARKINGS TO I.S MILL/OVERLAY 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE REPLACED �X CO3nO
BE RE-STRIPED FOLLOWING AREA ON MCKEE RD ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION. J Lo
EDGE OF PAVEMENT MILL/OVERLAY _ - 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART SHEET OF
1926 SUBPART P,OR AS AMENDED.
CO3-SITE PLAN.DWG-PLOT:Kennedy-MON.8-22-2022 3:34 PM