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NCC243464_Site Plan or Location Map_20241107
1 2 3 4 5 6 7 8 9 10 11 G G SITE DATA TABLE I / GRA = 832.73' 1 SEWER MANHOLE.---- �AN , OULD RIM = 831.66' �ss�ss , \ -_ ACCESS INVERTS) \, ass 46472490981D82692-PG 16811 / A SEE SHEET Cl2 FOR TRAFFIC CONTROL DETAIL iii e� - PARCEL ID EXISTING UNDERGROUND POWER LINES O BE J 4647341226 iDB2692-PG 1584) Mom FOR WORK IN THIS AREA RELOCATED IF NEEDED.CONTRACTOR TO Y COORDINATE WITH THE UTILITY OWNER. —I 'U SEWER MANHOLE LOCATION 253 WILLIAMSON RD.MOORESVILLE,IREDELL COUNTY NC �� -�,nn - o�c.v Y' RIM - 832.79' LAMBER 28117 ��_ 'ATE = 836.09' INV. IN = 830.8T \ e INV. IN = 825.76' ARCHITECTURE ae.INTERIOR; JURISDICTION MOORESVILLE I'V. I5'CONCRETE- INV. OUT 830.29' II NV. IN = 825.50' e on Ai° RACEWAY DR. o SIDEWALK _•�; Nv. OUT = Szs3a' OWNER PINNACLE BANK ��w,�-'� 35'X 35'SIGHT ���^^(b' —���� 4 TRIANGLES ` --/ 1503RD AVENUE S.STE 900 __ B_ 111p��--® ♦ — NASHVILLE TN,37201 -'\ -'S � oreta r�a /9° W ZONING CORRIDOR MIXED USE(CM) e g�`I°ate /� 10'FRONT SETBACK - Eftt TOTAL SITE AREA 1.64 AC-71,186 SF ma \. I , I] PROPOSED USE BANK OR FINANCIAL INSTITUTION ■F • /s=5 \I '/85 23 39 E--- \\\111 4, i _- __ W RpW �' + I� - �. (P - MIN.FRONT/STREET SETBACK 10' s s I� er C TYPE RAMP � ^� r m.o.., / MIN.SIDE SETBACK 5' e cs— ss—ss— + + I noe N.mwesmwu STREET MIN.REAR SETBACK 25' =NWErp,i,... ,,,, _ ss�ss I +II++ ■ II I INV. OUT= 828.99' STORM MANHOLE 5' SUITE 3po MAX.BUILDING HEIGHT 48' €i i SEWER MANHOLE RIM = 830.99' wImsrom-s,.Lem,NC 27 I o I RIM = 840.37' +II \II I INV. OUT$82109' PHONE aae 777 sass BUILDING AREA ±5,873 SF I INV. IN - 827.04' } - I www.umeer+ra.com MIN.PARKING SPACES REQUIRED 3.5 PER 1,000 SF OF BUILDING=3.5 X 5.873=21 SPACES INV. OUT= 826.68' + II+ 1 I FI - STORMWATERPOND1} - 3,6205E I 5'SIDE SETBACK MAX.PARKING SPACES 125%OF 2I SPACES=1.25 X21=26 SPACES , ' 11�1�� ' I ///.\ EXISTING BUA 19,085 SF , - /, 5'SIDE SETBACK F+1 - I iE �.�. DESIGN BUA 30,SW SF J \+II+- M LOT 2 0.34 AC. I I�° MAX BUA(70%) 49,830 SF \ �ZO I�CA VA �+�CP IA�_+ PARKING SPACES PROVIDED 26 SPACES 1 EXISTING STRUCTURE I+A �BICYCLE PARKING PROVIDED 2(I PER 20 PARKING SPACES) LOT 1 SA RA NVESTMENTS LLC. I O 111. \co ITI E REQUIRED OPEN SPACE 10%-(6,119 708SF-0.163AC) \ 2538/2018 +)�- I W&A E IP + ■ LOT 17 CILLIS FAMILY PROVIDED OPEN SPACE 17.2%-(12,293 SF-0.282 AC) ` 1 +I I ENGINEERING I 1 1 LTDP 1114/207 _ REQUIRED TREE SAVE 20%-(6,708 SF-0.154 AC) 1 I +IT+ Ie''TomoNamo"'",o;,,,"°"`""°� PROVIDED TREE SAVE 21.3%-(7,151 SF-0.163 AC) + ++ • I 121 GILEAD RD VEHICULAR GUARDRAIL AT TO! + / HUNTERBVILLE,NC 28a]8 iiii:•-iii OF WALL IDESIGNED AN WATERSHED WS-IV-PROTECTED LAKE NORMAN AREA , I + I / P:I]a4)e]5-1.6 1. J © DETAILED BV OTF�ER+) + M + / WAENGINEERING.COMFEMA MAP NUMBER 3710464700J PEDESTRIAN FALL + / 1FEMA MAP DATE 3/18/2008q i PROTECTION FENCING AT +I + +/ y Nc Lrvow[[xlrvc aoAao \I'� TOP PROVIDE RETAINING WALL I+ / 1 cervse tt:v-naa SOIL TYPES UmF(100%) ' +I++ M + e- !� NC LANDSCAPE nxCxITECTU�L BOARD EXISTING POWER POLE TO REMAIN. Ervc1::R:1 aeon PROPOSED MODULAR i • I I sucENSE#:COA TIaR TRASH COLLECTION TRASH:18 CY DUMPSTER-RECYCLE:144 SF CONTRACTOR TO COORDINATE WITH RETAINING WALL,36 L.F., + + / SC WNDSCAPE ARCxf1ECTURAL BOARD 1 15'SIDE SETBACK THE UTILITY OWNER AS NEEDED. MAX HEIGHT 4'. • OPEN SPACE: •/ — LICENSE u:LnF an 900 SF ALL ARCHITECTURAL DESIGN STANDARDS SHALL APPLY 11101 \ - �- © +I+ II h++ ++ Jr. pinnacle , TN / \\ PROPOSED MODULAR PROVIDE PEDESTRIAN FALL +I + + + j/ _ SITE LIGHTING BY OTHERS&SHALL COMPLY WITH LAND DEVELOPMENT STANDARDS RETAINING WALL,90 L.F., PROTECTION FENCING AT, T• '{ + • ,• r i n nac I e D „ '� I PROPOSED PUBLIC -985`2347 E _ MAX HEIGHT 4'- .-TOP OF RETAINING WALL - - +--�.+- 1/ - PROJECTTO BE DEVELOPED IN ONE(1)PHASE i - - ± } + 1 , FINANCIAL PARTNERS D L2 /DRAINAGE ESMT. TOTAL Rao ♦ /1 �1 277.35 O OPEN SPACE: • / `T`/GO/✓� 6.51I. L41 I�, -,+ ++ + + + + 35' �.� . .2,,, , MOORE ILLS 253 Williamson Road •Sll III = ip - + I + + + + + + Iz R50' e•A - 8618.5797 1118" RCP -� + — + + - ♦ / POPLAR I V. 859. .' I I Rom. 3, �� / Mooresville, NC 28117 I Io'FRONTSETBACK � 38 �� WE CERIFTY NO HISTORICAL FEATURES OR SIGNIFICANT WILDLIFE ARE PRESENT ON THE SITE + I+ + + SEE ARCH PLANS —� 115• RS Q III FUTURE C&G BY +1 } + + + FOR DETAILS S � `� R35' - / 3 NCDOT + + + —_1� O Ci PROPOSED MODULAR RETAINING WALL W/ I +I + + F --- i // / G 11,_- , 11 -- •--' II S. \ + + + / VEHICULAR GUARDR IILIN rn /� + + RIS �^'• \ + + / 240 L.F.,MAX HEIGHT I4'. X I I+ + + + =�M���I __ POPLAR, (DESIGNED AND PERMITTED BY OTHERS) LI I I 4� I+ + �i I r `�u awl , �,".` + + + / POPLAR 25'REAR SETBACK N �j -, FUTURESID IAL �� III �' _ / POPLAR //' !1 _I +I -IBV NCDOT 1 �� RI30' DUMPSTER ENCLOSURE, / I 1, � FUTURE RAISED + I+ + II M �rlllr—ii SEE DETAILS ON ARCH W E ISLAND BY NCDO + + I i 1111•11111 r' PLANS / 42„ I I \\\\\\I IC IFlII////;fife �; - ! III ALA' :.........�I IL, oEXISTING EDGE _CONNECT PROPOSED + + + / OS ZO_=,AW L• OF TRAVELSIDEWALKONCE - o �\ ++}++++++ , NORTH ARROW * y N` ' •*_ C' 0I 0 m o • - FUTURE SIDEWALK BY 2-RACK BICYCLE ,�� LANE co NC DOT IS INSATLLED - -' PARKING gg \ + li + + + a,,. - - ° I (3)6"CONCRETE STEP+ ++++ ~ li - •//^ A7 LOT 1 OA GREEN 1 GRAPHIC SCALE I"=20 Fi. /8� '• GUTTER STORM DRAINAGEP. I. + k + I 12, s I 1 no: 5. OPEN SPACE: • R`O BOWLING LP. I 9A...HENsa�� s,aoosF 36" �� N 2458/613 //n„,V-E \ EXISTING CURB& FUTURE NCDOT ' I :1:., I TYPE 2 NCDOT - ° 4 \ e I I ADA RAMP-- 11 SYSTEM _ ttPE I NCDOT T ° + + + ADA RAMP ` / 6,, P 5' + /+ - U`u ❑ OWNER REVIEW Nore FUTURE NCDOT TRIANGLES + - �.° ++ +t 118+ <�S HATCH LEGEND ❑ PRELIMINARY DOCUMENTS IMPROVEMENTS SHOWN IN COLOR 11 I 11" _'I�I_- �, ""'I'I O + +//+HI r i ❑ DESIGN DEVELOPMENT DOCUMENTS 3 R20' 18� +++4 + '•a +}+ + OPEN SPACE ❑ PERMITTING DOCUMENTS DOUBLE SIGNIll* STOP PROPOSED SW Q B \\I "DO NOT ENTER"FACING WILLIAMSO i HERE UNTIL NCDOT 7 I R4' + ❑ BID DOCUMENTS "STOP SIGN''FACING SITE \• BEGINS Al 9 ° + +/ + Jj SIGNS PER NCDOT STANDARDS R3 + +/+ ,� • �� RIO' `� )-9' 1 + + /+ NCDOT PAVEMENT CONSTRUCTION DOCUMENTS I \\ ICI R70' ❑ RECORD DOCUMENTS NCDOT PAVEMENA SECTIONESHINET C12 R30' `I�_�'.��s1�� R4' + + /} SECTION AREA.SEE SHEEP Cl2 24' + + ,F REVISIONS: THIS I I II 111 ‘V% ,5' 1 + + +/ - RE PROTECEECANOPY TO DOUBLE SIGN EXTENT OF NCDOT RS' BE PROTECTED,7,151 SF "NO LEFT TURN"FACING WILLIAMSON PAVEMENT SECTION + + + + EXISTING TREE Q4 PLAN REVIEW COMMENTS-CYCLED 9/6/2024 I "KEEP RIGHT SIGN"FACING SITE R4' R4' + + T + + CANOPY (SIGNS PER NCDOT STANDARDS) 100011° ,' �� + + Q PLAN REVIEW COMMENTS-CYCLE 3 10/8/2024 SEE SHEET C 12 FOR TRAFFIC CONTROL DETAIL I. R4' + + 41 FOR WORK IN THIS AREA ��—�, II + MATCH EXISTING FACE OF CURB LINE R30' ,111,0+ ® —�_ JOB NO: 224010 22012.00 I ' _ -. HEAVY DUTY ASPHALT IN r I I II "NO LEFT TURN'SIGN —�� + -+-+- 2' _ - / DRIVE AISLESITVP.I ,. CONTRACTORISFULLVRESPONSIBLEFORCONTACTINGAPPROPRIATE SHEET SITE PLAN Il MOUNTABLE CONCRETE ISLAND PER NCDOTERDOiSTANDARDS - = • +- + +,�. • ENCEPARTIESAND ASSURINGTHATEXISTINGUTILITIESARELOCATEDPRIORTOSTD.852.01.SEE DETAIL SHEEP C72 I •WOODPRIVACY BEGINNING CONSTRUCTION./+/ 1--i--+ } + + 6 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING ' unow what's belOW. 00/��C_ = 5'SIDE SETBACK / FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. q1� �1 JI S84'2�•25W 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE REPLACED8Call before You dig.I FUTURE NCDOT 2'CONCRETE FLUME LIGHT DUTY ASPHALT IN ��. - TEMPORARY 237.66TOTAL / ACCORDING iO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION. i14 I . i PARKING AREAS 1ttP.l 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART DATE: 8/23/2024 05/24I2024 A I I C. CH FUTURE NCDOT EASEMENT ON 1926 SUBPART P,OR AS AMENDED. :A I IR.' BOC LINE EASEMENT LOT 21+22 BPC / 1 2 3 4 5 6 7 8 9 10 11 ®2024-LAMBERT Architecture+Interiors