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Home My WebLink AboutNCC232940_Site Plan or Location Map_20230928 NOTES �<\ \ \ o \ dd a 2 N - s9-\ \ 7` -- ,id o p w__ os d 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, l� _ ` w m m STATE,AND NATIONAL REGULATORY STANDARDS AND ALL I \s6 \ �� I $ shp, 9 a i ?11;4 REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS I \ \\ �"`q `dN�` a'a Eg Np `A2. SINGLE PHASE CONSTRUCTION I \ F F• \ J\ �L `y EXISTING 20'EASEMENT FOR •_ STREAM BUFFER PROTECTION-�� sB ,L \ PROPOSED GREENWAY SITE* 3 3. ALA,WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED - (SEE DETAIL D3.11) • • �' d� �I\ G T77HCTOR.X X X ___ I / i 1� gg \ .�� \• EXISTING ALLEN BRANCH $ X -" \ F WITH 50'BUFFER �' M 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL X X i I 30'STREAM BUFFER \ \ • �� 0- ` w o THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT / \ \ . 3 E 828-771-4755,OR EMAIL AT INSPECTIONSOCDCG0.COM. PROPOSED STORM WATER CONTROL MEASURE \ \ ,c,\ • `Q,At'' y'�p FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING I / \ 20'STREAM BUFFER 'Q N .\ YYC dj ••�d. Wpoyon OR REDOING WORK I Qp I • I I TRANSITION ZONE y.6\ \\ N 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE x N I \ \ \ - �+ a I I I \ \ �\\ \\' 30'REAR SETBACK ® �a�xi EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO I I \ \ \ 1 �, - CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR I \ • �_ Q DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE I I I \ _ \ \ N �1 \ 'h G1 PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE I • I I \ ` \ ` \ I `& .�f.1 2 NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S ff \ ` \ \ \.\ cnauoAr Ao 0) o RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO I I ` �` \ 9�'a' --- 0 ; CONSTRUCTION. 30'SIDE SETBACK I \• \ \\N\ / i - \ \,1 I \ 0�� \ N 30.0' d su V Q CS 3 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN /) ) \ \ VICINITY MAP CI) TO REMAIN)AND NEWLY COMPLETED WORK DURING I \ \\ / / PROPOSED 5 CAR GARAGE `� • CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING • \ \\�j / /- \ • \ 1 QQ) (MOTTO SCALE) FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE N / PROPOSED l\ CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH X •APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE I I . \ / 1 -9'x18'ADA PARKING SPACES(TYP) \ \ \ / // / 1 -9'WIDE VAN-ACCESSIBLE LOADING AISLE -FP \ CONTRACTOR'S EXPENSE. •\ \ / / 1 -HANDICAP PARKING SIGNS(SEE DETAILS D2.10&D2.11) .� \ a DEVELOPMENT DATA 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT 300 I ' 2-WHEELCHAIR RAMPS(TYP)(SEE DETAIL D2.09) ( \II IN \\ / / NOTES: �. \ ,- .\.. dj LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. • \ / OWNER/DEVELOPER: DHIC-MASTERMIND,LLC • THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR III )� �/� \ / • -HC SYMBOLS TO NOT BE STRIPED - \ 1341 HERTON CIRCLE N 811,72 HOURS BEFORE CONSTRUCTION BEGINS. T \ \ ) ARLINGTON,TX 76011 • •• PROPOSED 4'WOODEN FENCE ON RIVER $ \ \ \ CONTACT: CHARLES PERSONS 8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE PROPOSED ARE LANE I. \ f SIDE OF YARD(SEE ARCH PLANS) , st. \ \ d (540)273-9626 POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM I • �1 k ' • •vq \ \\', \ w OF 5%SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. /\ \ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. (1.9 p A MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS PROPOSED CUTOFF LIGHTING(TYP)(BY OTHERS) 168 PATTON AVENUE SLOPE IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED `� ASHEVILLE,NC 28801 WITH A STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT `x/ CONTACT: MICHAEL CAIN,P.E. CONTRACTORS EXPENSE. I -^�`� Ems_ . Kill PROPOSED 6'TURNED DOWN CONCRETE /, ;›,,,, FI"� (828)252-5388 I SIDEWALK(TYP)(SEE DETAIL D2.06) ® \� SURVEYOR: ED HOLMES&ASSOCIATES,P.A.9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED.ALL PARKING LOT RADII ARE 2.5'UNLESS OTHERWISE I• M - 200 RIDGEFIELD COURT,SUITE 208 NOTED. I �I/ 20 q •� �� ', ASHEVILLE,NC 28806 9 I PROPOSED 4'WOODEN FENCE ON RIVER F CONTACT: C.M.EDGERTON JR,P.L.S. PROPOSED RETAINING WALL(TYP) Ir. ii- I J 6't I�� SIDE OF YARD(SEE ARCH PLANS) ` (828)225-6562 w w w w m 10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE (BY OTHERS) • �'1. ■ha ■■ 4. SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON I I. I 41-111111111'111r.I IS-• _ 9S � ARCHITECT: JDAVIS ARCHITECTS UNIFORM TRAFFIC CONTROL DEVICE(MUTCD).CONTRACTOR MAY g Wing • W -e 510 S. ARCHITECTS WILMINGTON STREET USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF PROPOSED 42"SAFETY PROPOSED 4'CONCRETE SIDEWALK RALEIGH, C T27601 ECTS THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER, FENCE/RAIUNG ALONG RETAINING •1�.0' - 6.0• CONTACT: LESLIE BLOEM TYP SEE DETAIL D2.07mor WALL ITYP)(CONTRACTOR CH O I (TYP)( ) (919)835-1500 ¢ a 11. CURB END TREATMENT TO BE APPLIED TO ALL CURB ENDS.REFER COORDINATE TYPE WITH ARCHITECT _ � J TO CURB END TREATMENT DETAIL. &WALL DESIGNER) I I % Rto. 1T81rx a.o' PROJECT DATA m m 5�� 12. PROPOSED ROADS TO BE PRIVATE.NCDOT AND CITY OF ) 11�,r y I III° 0. _ _ / ' �� / / m 5 r m oHENDERSONVILLE ARE NOT RESPONSIBLE FOR ANY ROAD Q1n PIN: 9579 48 2415,9579-48-6832mMAINTENANCE PROPOSED CONCRETE PAVEMENT r � V I®I I I / ADDRESS 102 FRANCIS RD,228 MASTERMIND LNw w(SEE DETAIL D2.03) ` I �� „ • iDEED BOOK/PAGE: 12.76 C 3817/216 L13. BUILDINGS 14-27.34,37.AND 38 TO HAVE 4'TALL REAR 16. SITE ACREAGE: 12.76 ACRES oFENCE. a+ I �IM _ I B 0' ' 49 tY� 50 , I I / CURRENT ZONING: PRD CZD(CITY) a a wPROPOSED 16 �� ww14. PROPERTY IS WITHIN CITY LIMITS. _ �� t 1• 4.0' a 26.0• / SETBACKS: aa a arn1 9x16'ADA PARKING SPACES(TYP) � �� llr I Ir I I 29ilr - FRONT: 10'(BLDG IN FRONT OF PARKING) I 1 1 -9'WIDE VAN-ACCESSIBLE LOADING AISLE15. FOR PLANNED DEVELOPMENTS AND COMMERCIAL USES, 1 -HANDICAP PARKING SIGNS(SEE DETAILS • �, �� II / SIDES: 30' PERMANENT BOUNDARY MARKERS,IN THE FORM OF SIGNAGEIIIII REAR: 30' APPROVED BY THE PLANNING DEPARTMENT,SHALL BE INSTALLEDD2.10&D2.11) �- I �iONCE THE LAND DISTURBING ACTIVITY OR DEVELOPMENT IS2WHEELCHAIR RAMPS(TYP)(SEE DETAIL ' 11 _ �� / DISTURBED AREA: 11.Of AC COMPLETE.CLEARLY VISIBLE STREAM BUFFER BOUNDARY MARKERS D2.09) I-- �. NOTES: - ----- "trvnSHALL BE PLACED ALONG THE OUTSIDE EDGE OF THE STREAM � �.� -� �. - / PARKING CALCULATIONS' o0000 BUFFER AND SPACED AT A MAXIMUM EVERY 100 FT PRIOR TO -HC SYMBOLS TO NOT BE STRIPED 1\I .1 4 I ® �� . PfN:9579-58-3648M oQISSUING A CERTIFICATE OF OCCUPANCY FOR PLANNEDj S ® Williams Mtnl Stora e,LLC VEHICULAR: DEVELOPMENTS DOCUMENTATION SHALL BE IN PLACE TO INFORM PROPOSED 3 CAR �II®I �_ '/////////� 45 ■ 46 �1111 26.0'/� iiiiir. lDB 597 PG 321 REQUIRED SPACES: 1 SPACE PER 1-2 BED(75 UNITS)PROPERTY OWNERS OF THE STREAM BUFFER PRESENCE AND GARAGE WITH �� CV ' 1.5 SPACES PER 3+ BED(24 UNITS) 0 0 0 0 0 0LOCATION ALONG WITH MANAGEMENT AND MAINTENANCE MAINTENANCE BUILDING • ■i ZONING,R-40(ETJ)REQUIREMENT.DOCUMENTATION SHALL BE IN A FORM THAT WILL �Isl � • / 6„ 30.0' / USE:VacantRUN WITH THE PROPERTY SUCH AS INCLUSION IN COVENANTS, PROPOSED CLUBHOUSE AND POOL SITE �� I ■t' ' Rt0.0 �� TOTAL 111 SPACES ry ,� e N ,o CONDITIONS AND RESTRICTION DOCUMENTS OR DEED REFERENCE. (SEE ARCH PLANS) �� P. ■' IIjII , 1 / / P /F� / PROVIDED SPACES: TOTz�' � -- � ��aR10.0 f �/_ 1 . �.- 26.o' (' 30'SIDE SETBACK HANDICAPPED SPACES: PROPOSED MAIL KIOSK(SEE ARCH PLANS) fY IL %� IJ ` 5.. •r� SPACES REQUIRED: 6 SPACES PROVIDED: 6 `,P�ti iir.... I.1O ICI �Ir s_� '-J • • / / / / BUILDING DATA: ��=....,, ��J�' PROPOSED BIKE RACK(SEE DETAIL D2.08) -;� •�• `, _. _ - Ft..... ,�• °• w.°�_ �_� 111�i1 .......:..,. / BUILDING DESCRIPTION HEIGHT GFA ae wc0^ - li' ill 6o CASITA-2 UNIT(49) 2 STORIES 20' 1,850 SF _U ew eW_ PROPERTY LINE(TYP) 411 �� Ili / . . 0 2• PROPOSED �IS�`� ''�_ Ir_ -t..o' CASITA-1 UNIT(1) 2 STORIES 20' 797 SF :,a..v rn `a.°�Q 1 -9'x18'ADA PARKING SPACES(TYP) PROPOSED CONCRETE STEPS WITH I '61®I Milk I , II... �___?--- / / '_, PROPOSED CLUBHOUSE 1 STORY 20' 3,000 SF ;f�yO!.°°°.•°eAG�� 1 -9'WIDE VAN-ACCESSIBLE LOADING AISLE HANDRAIL(TYP)(SEE DETAIL D2.15) eimi M '�r ��II I/ 1 - 'x18'ADA PARKING SPACES(TYP) MAILROOM 1 STORY 12' 193 SF Nltl �� •7 2 GARAGE(3) 1 STORY 11' 1,744 SF '�{1 1 -HANDICAP PARKING SIGNS(SEE DETAILS D210&D211) �• �� / Iii 11, 1 -9'WIDE VAN-ACCESSIBLE LOADING AISLE 141 2-WHEELCHAIR RAMPS(TYP)(SEE DETAIL D2.09) 30'SIDE SETBACK I��_�__ . #111111111arRilrit kr ` 1 -HANDICAPPARKINGSIGNS(SEEDETAILSD2.10&D2.11) DENSITY CALCULATIONS: NOTES: �--L 6.0' -NC SYMBOLS TO NOT BE STRIPED _ �i . l l NOTES:HEELCHAIR RAMPS(TYP)(SEE DETAIL D2.09) M1HC SYMBOLS TO NOT BE STRIPEDALLOWED: 127 UNITS MAX-10.0 UNITS/ACRE \PROPOSED 6'WOODEN FENCEX� lil��I 01/' Q Q 1 ./ / �� PROJECT UNITS: 99 UNITS-7.8 UNITS/ACRE (TYP)(SEE ARCH PLANS) r ,, o lIISII _ � � ��x /X30.0' C_ `® ��R I! 11 1 / / PROPOSED 5 CAR GARAGE IMPERV10115 C,AI CIILATIONS; PROPOSED DUPLEX(TYP) X '-0 _.1 • IMPERVIOUS PERVIOUS iI�1 �I _ I w �']d / ��nPRE-DEVELOPMENT: 0.47 ACRES(04%) 12.29 ACRES(96%) PROPOSED SINGLE FAMILY X �� ' iNlitiIII',, w90•� ✓mq�' POST-DEVELOPMENT: 5.99 ACRES(47%) 6.77 ACRES(53%) ��BUILDING / `/j I - I OPEN SPACE CALCULATIONS: `4,eso, ♦ - �Y Rt S.o' 26.0' _ , �_` REQUIRED: 7.66 AC(60%) 2 �rEXISTING NCDOT RIGHT OF WAY -4e---- 4! " I11 •�• // • ,`� -� iiiiiit. PROJECT ACREAGE. 12.76 AC o® W �'- SITE COVERAGE-BUILDINGS: -2.09AC(16.4%) w\ 10.0' , 1.//Q ` 81.4 � SITE COVERAGE-STREETS&PARKING: -1.75 AC(13.8%) , • xc m��f'., • `' `�� /�� ®i ` PROPOSED 4'WOODEN FENCE REMAIN AREA PROVIDED OPEN SPACE: 8.92 AC(70%) //� o \ �r2 I • +® `N9' l�� , �� I �'l� I - (SEE ARCH PLANS) VJ \ \!}y44 � 4.0' .60' `� COMMON OPFN SPAf.F Q - \ REQUIRED: 1.28 AC(10%) PROVIDED: 1.28 AC(10%) G a PROPOSED WHEELCHAIR RAMP c r `J i i 111 IP ZS* ( • \ ` ``�� 1111111101.1 �' 40. (TYP)(SEE DETAIL D2.09) LANDSCAPE REQUIREME ITS: SEE L101 LANDSCAPE PLAN 10'FRONT SETBACK- 5.0' A. 0/ 43 M� A`q```' 1 att r. �N 4 1 s� • PROPOSED STANDARD CROSSWALK PROPOSED 5'CONCRETE ` "�• \ ``�� 'IMP, .. 1 •�L 40 4. all ' , ' ��n (TYP)(PER MUTCD STANDARDS) CDC INSPECTIONS HOTLINE: �/� SIDEWALK(SEE DETAIL D2.07) b�. �� . ,�� I 828-771-47550R/NSPF,CT/ON CDCGO.COM Cr) re` 1 PROPOSED 4'WOODEN FENCE W EXISTING EDGE OF \ % 110100 .* / • , � e / 111111111111,11 ' ' .'. '�111111 r '7 ,%1 n (SEE ARCH PLANS) /RPAVEMENT(TYP) � �� ilk PROPOSED CONCRETE PAVEMENT 111°II] 1 111111‘ \ . 10$. , PROPOSED DUMPSTER ENCLOSURE a II. (SEE DETAIL D2.03) 811\ ♦♦♦� - (SEE DETAIL D213) 30.0' � , PIN:9579 58 1220 o o L�L r hinilli \o' ♦♦ �I ,PROPOSED 12'X40'MIN - - - Williams Mini Storage,LLCPRO ��/ r i PROPOSED MONUMENT SIGN ♦♦♦♦♦ / LOADING ZONE - PROPOSED ELECTRIC VEHICLE SIGN POTYP EMERGENCY ACCESS ONLY DR 597 PG 321 a O ///'''''' ♦♦ ///''' - - CHARGING STATION BY OTHERS (TYP) ZONING:C-3 (DESIGN BY OTHERS) V 9" ♦♦♦♦♦♦�- 30.0'I PROPOSED CONCRETE PAVEMENT - ( ) USE:Little BlesstncJs Know what's below. L, (� = 1 1 ilk. ♦ SEE DETAIL D2.03) PIN:9579-4,6-•422 - - / Call before you dig. F PROPOSED HANDICAP RAMP _% ♦♦� / - - _ Y 9• NORTH SEE DETAIL D2.09 1 + 1V /.,ID" Bon Worth Francis Road,LLC PROPOSED 9'x18'STANDARD ( ) L � 7; \" 0.0' _ . - - PAVEMENT(TDRAWN BY. SRP PROPOSED CYP)(SEE DETAHT DUTY IL D2.01) ZONING.C-2(ET OP 1267 PG ALT7 PARKING SPACE(TYP) I C PROJECT NO.: 12211 PRO(PER MUETDCD HI-VISIBILITY CROSSWALKopplei.J�"� �y - _ - - - I XXX PERMIT NO. xxx USE Vacant SITE PLAN PROPOSED HEAVY DUTY ASPHALT PROPOSED PAVEMENT(SEE DETAIL 02.02) 2- 9'x18'ADA PARKING SPACES(TYP) PROPOSED STOP SIGN(SEE DETAIL - - 1 -9'WIDE VAN-ACCESSIBLE LOADING AISLE 2 HANDICAP PARKING SIGNS(SEE DETAILS D2.10&D2.11) -I GRAPHIC SCALE PROPOSED 18"CURB Sc GUTTER PIN:9579-47-6953 2- WHEELCHAIR RAMPS(TYP)(SEE DETAIL D2.09) SHEET PROPOSED STOP BAR(T7 (TYP)(SEE DETAIL 02.04) Bon Worth Francis Road,LLC (PER MUTCD STANDARDS PIN:9579-48- DB 1267 PG 107 NOTES: SYMBOLS TO NOT BE STRIPED - J x� PROPOSED 10'270'NCDOT SIGHT TR 30'SIDE SETBACK ZONING:C-2(ETJ) _ ^^O I PROPOSED EDGE OF PAVEMENT(TYP). USE:Bon Worth Outlet Store 30'SIDE SETBACK \/V-_LJ /I�PROPOSED DECELERATION LANE WIDENING DESIGNED BY RAMEY KEMP AND PROPOSED CURB END TREATMENTI ( IN FEET) (BY OTHERS) CONSTRUCTED BY DHIC-MASTERMIND,LLC / (TYP)(SEE DETAIL D2.05) 1 inch= 50 IL