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HomeMy WebLinkAboutNCC241888_Site Plan or Location Map_20240620 , , 6 .. PRELIM/NARY LAND �/J W to 1■`a — E-H W Z W U�U—U� o 2 W W 1n W w= DEVELOPMENT PLANS � _}� ��N = JWax Wz Z >ZUW NO lw Q' U1`QQ2i 33 2Z1,2 'w O° a�— CD falE0N so FOR cW a aI 1 GEO CALIBRATION INC co. 7) ti t REVISIONS REV DATE COMMENT _ PROPOSED 1 03/15/24 TOWN COMMENTS �DB� DD 2 04/09/24 NOTE AND DETAIL DB INDUSTRIAL VVAREHOUSE ADDITIONS TH 3 5/14/24 CHATHAM COUNTY DB COMMENTS TH CONDITIONS OF APPROVAL: 1: GEOCALIBRATION INC SHALL COORDINATE WITH PITTSBORO REAL ESTATE LLC TO RECONSTRUCT THE SHARED DRAINAGE SWALE CONVEYING STORMWATER FROM THE APPLICANTS PARCEL TO THE — REGIONAL STORMWATER FACILITY.THESE IMPROVEMENTS ARE TO MEET THE GUIDANCE SET FORTH LOCATIONOF SITE WITHIN THE RECORDED O&M AGREEMENT(BK 1827 PG 0973). LOT 5 COMMERCE COURT GENERAL NOTES: 1. THE PERMITEE OR DESIGNEE SHALL SCHEDULE THE PRE-CONSTRUCTION MEETING SEVEN(7)DAYS PITTSBORO, NC 27312 PRIOR TO COMMENCING WORK WITH THE TOWN OF PITTSBORO PROJECT ENGINEER AT(919)533-5480 OR MDE W IT@PITTSBORONC.GOV. 8:1 2. THE PERMITEE OR DESIGNEE SHALL NOTIFY THE TOWN OF PITTSBORO OFFICE FORTY-EIGHT(48)HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AT(919)-533-5480,EXCLUDING WEEKENDS AND `` CHATHAM COUNTY HOLIDAYS.ONCE THE WORK HAS BEGUN,AT LEAST A FORTY-EIGHT(48)NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF DISRUPTION TO THE TOWN'S SERVICES SUCH AS WORKING IN A TOWN ROADWAY, Know what's below. TAPPING WATER MAINS,PLUGGING SEWER,ETC.NO WORK SHALL BE PERFORMED ON WEEKENDS,AFTER Call before you dig, {/•�� /��( WORK HOURS OR HOLIDAYS UNLESS GIVEN PRIOR APPROVAL. PIN: 9751-00-26-7018 2.1. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION.VOICE MAIL OR EMAIL WILL NOT BE A ALWAYS CALL 811 CONSIDERED NOTIFICATION UNLESS ADEQUATELY RESPONDED TO BY A TOWN OF PITTSBORO REPRESENTATIVE. It's fast It's free.It's the law. 2.2. THE PERMITEE OR DESIGNEE SHALL BE RESPONSIBLE FOR NOTIFYING ALL CUSTOMERS AFFECTED BY SERVICE INTERRUPTIONS.THE TOWN OF PITTSBORO WILL NOT APPROVE SERVICES INTERRUPTIONS UNTIL PROOF IS PROVIDED THAT PROPER CUSTOMER NOTIFICATIONS HAVE BEEN REFERENCES 3. TOWN OFFPITTSBORO CURRENT STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE ONLINE AT W AND CONTACTS 4. WW.PITTSBORONC.GOV,UNDER THE ENGINEERING DEPARTMENT PAGE. AGENCY REVIEW&APPROVAL THE CONTRACTOR SHALL UNCOVER ALL EXISTING TOWN UTILITY LINES BEING TIED INTO TO VERIFY THEIR TYPE,CONDITION,LOCATION,INVERT,SLOPE,AND ANY OTHER INFORMATION NEEDED TO DETERMINE THIS ORAVANG IS INTENDED FOR MUNICIPAL AN0/013 AGENCY THAT THE UTILITY CONNECTION WILL FUNCTION AS DESIGNED.THE CONTRACTOR IS RESPONSIBLE FOR RENEW UCTioN REFERENCES MAKING ANY REPAIRS NECESSARY TO THE LATERAL OR MAIN LINES OF THE TOWN WATER,RECLAIMED AND UNLESS INDICATED OTHERWISE. WATER,SANITARY SEWER,AND/OR STORM DRAIN SYSTEM NECESSARY FOR THE CONNECTION TO '"'ARCHITECTURAL DRAWINGS HAVE NOT BEEN PROVIDED TO Sheet List Table ♦BOUNDARY&TOPOGRAPHIC SURVEY: FUNCTION AS DESIGNED.THE CONTRACTOR SHALL LOCATE OR HAVE LOCATED ALL EXISTING PROJECT No.: NCB230086 BOHLER SURVEY THE ENGINEER AT THE TIME OF CONSTRUCTION DRAWING 1}�• But Sheet Number) Sheet Title UNDERGROUND PRIVATE UTILITIES(ELECTRIC,TELEPHONE,PIPELINES,ETC.)AND STRUCTURES IN DRAWN BY: GH/DB ISSUANCE.PLANS THE CONTRACTORINAL IS ARCHITECTURALRESPONSIBLE AND STRUCTURALREVICW THE v J I i(J,I I W ey 64 t • C-lot COVER SHEET ADVANCE OF CONSTRUCTION AND SHALL ELIMINATE ALL CONFLICTS PRIOR TO START OF CHECKED BY: DD DATED:D9N]l23(REV.01 CIVIL VS FINAL MEP, id CONSTRUCTION.(NOTE:NORTH CAROLINA 811 PROVIDES A COMMUNICATIONS LINK WITH YOUR LOCAL DATE: 09/29/2023 SURVEY JOB 9:NCB23000B DRAWINGS PRIOR TO CONSTRUCTION START AND NOTIFY THEUTILITY ELEVATIONS:NAVD 1988 ENGINEER OF ANY AND ALL POTENTIAL CONFLICTS. C-102 GENERAL NOTES NFO MATIONITTORTHE UUTILITTIIES AND SENDSEOUT LOCATORS TO MARK YOUR UNDERGROUND LINES ORE CAD I.D.: NC6230086-ENDS-O.DWG C-103 LEGEND FREE.CALL 811 OR NOT BE STARTED WORKING DAYS BEFORE DIGGING.) PROJECT: ♦GEOTECHNICAL REPORT: C-201 EXISTING CONDITIONS 8 DEMO PLAN 5. BACKFILLING SHALL NOT BE STARTED UNTIL LINES ARE APPROVED BY THE TOWN INSPECTOR,AND PROVIDES U AL REPORT HAS NOT BEEN GEOTECHNOLOGICAL FIRM.ALL BACKFILL SHALL BE#78 UNLESS OTHERWISE APPROVED ON THE PLANS,AND SHALL BE INSTALLED IN ACCORDANCE WITH,TYPE I PROP. EENINGS,OR NATIVE MATERIAL PROVIDED THE CONTRACTOR IS E OF PONSIB C-301 SITE PLAN PLAN SET.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH AGEOTECHNICAL C-401 GRADING AND DRAINAGE PLAN TO 95%COMPACTION.BACKFILL PLACEMENT AND SURFACE REPLACEMENT SHALL BE IN ACCORDANCE ENGINEER AND THE CLIENT ON FINALK.` WITH 16"MIN DEPTH ABC SHELF. SITE PLAN ENGINECONSTER SPECIFICATIONS. I C-501 UTILITY PLAN 6. WATER VALVES AT DEPTHS GREATER THAN 5-FT EXTENSIONS TO PROVIDE FOR TESTING. C-501 ESS PHASE 7. AN APPROVED SET OF PLANS SHALL BE MAINTAINED ON THE JOB SITE AT ALL TIMES THAT WORK IS IN DOCUMENTS GOVERNING AGENCIES S ITE/M." ® PROGRESS.DEVIATION FROM THE PLANS SHALL NOT BE ALLOWED WITHOUT AN APPROVED PLAN ♦PLANNING,ZONING COMMITTEE C-602 E&S PLAN PHASE II REVISION FOR C-701 LANDSCAPE PLAN 8. THE CONTRACTOR SHALL SUPPLY THE TOWN INSPECTOR CONSTRUCTION MATERIAL TESTING TOWN OF PITTSBORO PLANNING DOCUMENTATION THROUGHOUT THE PROJECT. G EO S35 EAST ST. C-702 LAND DETAILS 9. EXISTING VALVES SHALL BE OPERATED ONLY BY TOWN OF PITTSBORO STAFF OR IN CASE OF AN PPS BOX /59 etO,NC 2]312 C-703 LIGHT PLAN EMERGENCY,IN THE PRESENCE OF TOWN STAFF.THE TOWN REQUIRES A 48-HOUR NOTICE FOR SYSTEM CALIBRATION PHONE:(919)533-5480 SHUTDOWNS.CONTRACTOR IS REQUIRED TO NOTIFY AFFECTED CUSTOMERS 24-HOURS PRIOR TO C-901 DETAILS SHUTTING DOWN.BUSINESSES MAY REQUIRE AFTER HOUR SHUTDOWNS.RESIDENTIAL FLOWS AFTER INC. ♦FIRE DEPARTMENT yIP C-902 DETAILS SHUTDOWN MAY REQUIRE A PUMP.CONTRACTOR IS RESPONSIBLE TO INSTALL 2°TAPS TO RELIEVE 150 SANFORD RD PRESSURE AND ALLEVIATE RESIDUAL FLOWS WHEN NEEDED. PO BOX 573 - C-903 E&S CONTROL DETAILS 10. NO BURNING OF DEMO DEBRIS DURING CLEARING AND GRUBBING. PROPOSED PITTSBORO,NC 27312 11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. PHONE:(212)555-9333 414 C-904 DETAILS 12. PRIOR TO ANY CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY,THE CONTRACTOR/DEVELOPER SHALL DEVELOPMENT N 1 OF1 REGIONAL STORMWATER EXHIBIT NOTIFY THE TOWN INSPECTOR OF ANY CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY.IT SHALL BE LOT 5 COMMERCE COURT ROW JURISDICTION RESTORED TO ORIGINAL CONDITIONS USING THE FOLLOWING REQUIREMENTS. ♦TRAFFIC,STORMWATER,WATER& SEWER dr A.ALL TREES IMPACTED BY CONSTRUCTION THAT ARE NOT PART OF THE APPROVED PLANS, PITTSBORO,NC 27312 SHALL BE REPLACED WITH THE SAME SIZE AND TYPE OF TREE AT A LOCATION DETERMINED BY CHATHAM COUNTY TOWN OF PITTSBORO ENGINEERING Km. I THE TOWN. 835 EAST ST. B.ALL IRRIGATION SYSTEMS SHALL BE RESTORED TO FULLY FUNCTIONING STATUS.ANY PO BOX 759 LOCATION MAP PVC TWO NOMINAL SIZES LARGER. PITTSBORO, OR CONCRETE SHALL BE SLEEVED WITH SCHEDULE 40 PITTSBORO,NC 27312 PHONE:(919)533-5480 C.LANDSCAPE BEDDING SHALL BE OF A SIZE AND COLOR TO MATCH EXISTING BEDDING AND B 0 H L E R�� SCALE:1"=500' SHALL BE SPREAD A MINIMUM OF TWO INCHES THICK. PLAN REFERENCE:NEARMAPS D.THE ENGINEERING DEPARTMENT AND PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED TO UUHLER ENGINEERING NC,PLLC INSPECT ALL WORK BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. THE ABOVE REFERENCED DOCUMENTS ARE 13. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE TOWN PUBLIC UTILITIES DIRECTOR OR NCEELB B 1132 INCORPORATED BY REFERENCE AS PART OF THESE DESIGNEE,AND/OR ALL WORK AND MATERIAL NOT IN CONFORMANCE WITH THE SPECIFICATIONS IS 4130 PARKLAKE AVENUE,SUITE 200 PLANS,HOWEVER,BOHLER ENGINEERING DOES NOT OWNER DEVELOPER SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. RALEIGH,NC 27612 CERTIFY THE ACCURACY OF THE WORK REFERENCED 14. THE TOWN OF PITTSBORO IS NOT RESPONSIBLE FOR LIABILITY INCURRED DUE TO DELAYS AND/OR OR DERIVED FROM THESE DOCUMENTS,BY OTHERS. KAMAL JEET MAHAJAN KAMAL MAHAJAN DAMAGES TO UTILITIES IN CONJUNCTION WITH THIS CONSTRUCTION.THE TOWN WILL NOT PARTICIPATE PhUUo: (919)578-9000 22 DUCHARME LN GEO CALIBRATION INC IN THE COST OF CONSTRUCTION OR UTILITY RELOCATION. GREENLAWN,NY 11740 2190 SMITHTOWN AVE 15. NO FINAL ACCEPTANCE SHALL BE ISSUED UNTIL A FLASH DRIVE AND ONE(1)SET OF RECORD DRAWINGS, NC@o BohlerEng.com NY 11779 ((�ohlerEng.com CERTIFIED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER,HAVE BEEN SUBMITTED AND 0 ACCEPTED BY THE TOWN ENGINEER. • 16. CONSTRUCTION OF CONCRETE OR PAVING ITEMS SHALL NOT COMMENCE UNTIL ALL UNDERGROUND 1,1!'1„ WORK HAS BEEN INSPEC STED,AND APPROVED. `k.LA 1''A"D4�/.r // 17. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE PITTSBORO TOWN LIMITS OR ` VO'( O to :i d ISSUED FOR CONSTRUCTION PLANNING AREA SHALL BE DONE IN SUCH A WAY THAT WILL NOT CREATE A NUISANCE,AND MUST BE ESS/`°^ vY a DONE IN ACCORDANCE TO THE APPROVED PLANS.THE PLACING OF MATERIAL ON PRIVATE PROPERTY OF QQ- 'I'y�°,. 5 ANOTHER REQUIRES WRITTEN AUTHORIZATION. S - 18. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH THE NCDOT AND MUTED :i, �VA✓/ `�':�'j/�t 8 PRE PARED BY 19. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR CLEANING TRUCKS AND/OR OTHER "^ 1 05 3 EQUIPMENT OF MUD PRIOR TO ENTERING PUBLIC STREETS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO - ,,°°.,F47G I NEEQ;,° '^ SIGNATURE DATE SIGNATURE DATE CLEAN STREETS,ALLAY DUST,AND TAKE WHATEVER MEASURES ARE NECESSARY TO ENSURE THAT ALL `�_.' ROADS ARE MAINTAINED IN A CLEAN,MUD AND DUST-FREE CONDITION AT ALL TIMES THE CONTRACTOR Fjt G.. OO SHALL UTILIZE A STREET SWEEPER FOR STREET CLEANING. "`5j�¢/Z51 O /, 20.ANY CONSTRUCTION DETOURS WILL REQUIRE AN ALL-WEATHER ROAD SURFACE. — , BOlUll L E R SIGNATURE DATE SHEET TITLE: � THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING a FOR CONSTRUCTION WITHOUT THREE(3)SIGNATURES TOWN COVER i CONSTRUCTION PLAN APPROVAL a PROJECT#: NCB230086 SHEET O ENGINEERING: DATE: CONTACT: DAN DANVERS, RLA. REVISION DATE: PLANNING: DATE: SHFFT NUMBER'. 5GENERAL NOTE: PUBLIC WORKS: DATE: 8 THEACCEPTANCE OFWRITING MOB FULLRE0PoNoIBILTO THE START OF DEFINED BY MEDRNWIN gl WORN SCOPE PPJOR TO THE!Nal/MI.0F CONSTRUCTION...11B THE CaPRACTOR FIND A CONFLICT MN iHE DOCUMENTS RELATIVE',MS illE CONTRACTORS RESPONSIBILIMO NOTIFY.PROJECT ENGINEER OF RECORD IN PHONE: (919) 578-9000 FIRE DEPARTMENT: DATE: C 0 FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. CT ENGINEER SHALL CONSTITUTE EROSION CONTROL: DATE: • Ri3 EMAIL: DDANVERS@BOHLERENG.COM g 8 REVISION 3-5/14/24 OWNER/DEVELOPER f ----:-N EXISTING PROPERTY INFORMATION \ 51E ADDRESS: LOTS COMMERCE COURT \ ! / PITTSBORO,NC 27312 / PIN: 82335 E 3 TOTAL PARCEL AREA: t0.561 AC C.) Z-Q, TOTAL DISTURBED AREA: 1-0.52 AC(22,757 SF) J W /' ZONING: M-2 a 2 W W li UI EPROPERTYUSE V' Z0ZN V f Z W e�pLIGHTUFACTURING Z)U'~Q K N <PROPOSED BUILDING: 16,500 SF l.D Z V) W Z CD TC 3 CURB=392 9 MAN/hJ'C O p a Z K _ .1'PVC MAX BUILDING HEIGHT: 60' Z Up Z U y d gea /NV/N-389 I: �p(0�K V) 3 BUILDING SETBACKS Z 8'PVC FRONT STREET YARD 35' Z Q a Z N a Q ZQ /NV/N=J89/4 SIDE 20' K /NV OUT=J89 10" REAR 20' O 0 ~ €REQUIRED VEHICLE PARKING W F CCI SPACES REQUIRED: 1 PER 1,000 SF I PROP.STANDARD STALLS: 8 = N 'g PROP.VAN ACCESSIBLE SPACES: 1 cof T TOTAL PROVIDED: 9 ti SAN.SEWER MANHOLE IMPERVIOUS AREA PRE POST CURB=J94 45" 4"PVC TOTAL AREA(SF) 24,447 SF 24,447 SF REVISIONS /NV/N=38993 IMPERVIOUS AREA(SF) OSF t14,298.25 SF 8"P CATCH BASIN /NV/N=J899> %IMPERVIOUS: 00.00% 58.49% REV DATE COMMENT TOP BACK OF /NV OUT=38983' �Bsev CURB=39390' \ CATCH BASIN 1 03/15/24 TOWN COMMENTS 18"RCP TOP BACK OF /NV/N=J859/" CURS=39419' DD JO"RCP ^ /6"qCP 2 04/09/24 NOTE AND DETAIL DB OPEN AREA ADDITIONS TH /NV OUT=38274' `,A\ /NV OUT=387.4J' 3 5/14/24 CHATHAM COUNTY DB FIBER OPPC BOX TYPE REQUIRED PROPOSED COMMENTS TH WITH FIBER\ •ROP DRIVEWAY PER TOWN _-OPTIC MARKER AA �� OF PITHSBORO STANDARD I\ OPEN SPACE 5%OF DISTURBED AREA(.023 AC) 5.40%(.025 AC) - l•� (SEE SHEET C 90I FOR DETAIL) APO ACCCC S EASEMENT ' /PS GB�� — — — 2005 PG/SS • e �, PROP STOP SI ( ) -SSA/✓SEWCR MAN/TLC .0 - _ /\.•F • b� _ CURB 94 ' ,SP.9"-^ O — Nl N JffiAI" PvE s ME �!P �� . V p0 •. �� 8 PVC p a� A /NV Oro=.;Lo24' (�G Na n• V \ JbN/0 n\ _ APPROX LOGIT/ON OF EX 4YA7ER U/EL �� m. \ di wv �SR/B AND METER PER U7/L/IY ASSU/LI SURVEY ' I _,�P,,-8/AP WV I- OF OAN DEACON SOSO/WS/ON OATEB 2//8/0.9, �— PROV//JFO 9Y TOWN OF P/TTSSOR0 / PROP.18'STANDARD RO _ t's below. ///OT T/ELD VCR/TIED) \ c / /RFr!1 PROP.°STOP"BAR PROP EASEMENT .rt. CURB AND GUTTER(TYP.) AND LETTERING Ir,VR,j 4 -- —_ KnowCallaDeroR you dig. ANT/./SATED C/M/IS OF DISTURBANCE I 5 r,'!�,5•rAF — DD I'I�I // 9 8' 8' rri \ -\ �A ��9ao ALWAYS CALL 811 W/11)PROP.BOLLARD(IW.6'SPACING / It's fast.It's free.It's the law. • o jam\PROP I - PROP BICYCLE PARKING PAD I gill DED BICYCLE RACK //\/ �I} ------_ ISSUED FOR MUNICIPAL& IIhB AJ AGENCY REVIEW&APPROVAL - PAVEMENT LEGEND so pmry srvTErvoEOFoxMUNICIPAL Eoq�•� r AO.r I11 II 20' 78' - Orox AGENCY M✓M OF CHATHAM(LC W „- �iiil BOLLARD(TVP.)�I DELINEATES PROPOSED ASPHALT NENEwnrvurNnero urv�sss rvoureo olxeavnse iory 0086 P/NI 9751-00-26-5161 . •RIP.STOOP DRAWN BVo: NCB GH/DB OB 1182,PG 971 J PROP ADA STRIPING N PB 2005,,PG 105 L0T4 9 PROP.8'SIDEWALK 14111 / PAVEMENT MARKING CHECKED BY: DD ZONING M-2 I 6\ DATE: 09/29/2023 USE COMMERC/AC ROOT CONTROL BLOC PROP.BOLLARD MOUNTED ADA SIG •ROP.3'CURB CUT W - DELINEATES PROPOSED CONCRETE CAD I.D.: NCB230086SITE-O.DWC; • W/3'TRANS ION CURB SIDEWALK l ,II ANO RIP RAP a - PROJECT: PROP.HFAW DUTY CONCRETE o 4' N/F PROP. PROP.BUILDING `�� • P/N.975�OOC26-8047 SITE PLAN 65'%100' OS 2038,PG 435 OT 6 ///] PB 2O% PG 105 DELINEATES PROPOSED CONCRETE DOCUMENTS APPROX.6,500 SF 411,:.•� FFE:391.00' / ZONING M-2 FOR PROP.SWALE PS-1 pROP.5'SIDEWALK1114 USE'AUTOMOTIVE REPAIRGEO 8 PROP.LIGHT POLE / (TYP.OF 2) • �I RIP.RASH ENCLOSURECALIBRATION • ki INC. 51 • hI PROPOSED yi I PROP.10'OVERHEAD DOORROP.SWA EPS2DEVELOPMENT LOT5COMMERCE COURT IPITTSBORO,NC 27312 PROP.RETAINING WALL / CHATHAM COUNTY W/FALL PROTECTION / / (DESIGN BY OTHERS) END OF PS- I -- — / Y -- _,"4�IlmilHikh ,iiiilMill, u�_ I I BOHLER// I x3YrBv at= wsaw •�♦ OD ,- , _,C,N BOHLER ENGINEERING NC,PLLC `, ' .ROP..STONE ST'IP 5055/5P 1133 4130 PARKLAKE AVENUE,SUITE 200 a • END OF PS-2"- RALEIGH,NC 27612 w START OF PS-3 '.' Phone: (919)578-9000 ,L-'i /PFW/ -` _.._ NB6°40'28'W 132.41' N'716,005.23' EX 20' • E 1,9526116rDRAINAGE EASc'MFNT PROP.SWALE PS-3O -- NC�OFI)@/EIIg.COIII (NAB 8J-2011/ PB 2005,PG MT IPF V CAP o o E 1,952,,76382' •SYl""AVl (WAD 83-201If SS m P/TTSBORO PLACE WEN LP /14.1 S 1 u°a' t 33 P/N'9751-00-14-7992 I ? S DB 2021,PG 655 • PB 2008,PG 406 y LOT 68 - f°°°•,F'It I NEEQ,•° ZON/NC'M-2 ny\� USE'VACANT • T, LER G � 903 1 SHEET TITLE: 3 i F SITE PLAN Lt SHFFT NUMBER'. O C-301 20 10 5 0 R R 3 h o REVISION 3-5/14/24