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HomeMy WebLinkAboutTRC Approval Letter - Commercial Site Plan Commercial Site Plan TRC Approval – 7241 Market Street – Ogden Bank Page 1 of 2 COMMERCIAL SITE PLAN APPROVAL To: Mauricio Delgado, JP Morgan Chase Bank, N.A., Mauricio.r.delgado@chase.com Bianca Buschor, Bohler Engineering, bbuschor@bohlereng.com From: Ryan Beil, Development Review Planner Date: March 18, 2026 Subject: Commercial Site Plan TRC Approval – Ogden Bank – 7241 Market Street The subject Commercial Site Plan has been approved by the Technical Review Committee (TRC). The site is approved for the following use defined by the Unified Development Ordinance (UDO): The intended use for this parcel is Bank/Financial Institution, which is defined in the New Hanover County UDO as a facility that has its primary purpose the custody, loan, exchange, or issue of money, the extension of credit, and transmission of funds. Accessory uses may include automated teller machines (ATMs) and facilities providing drive-through services. The approved plan consists of 1 building measuring approximately 3,247 sq ft on .88 acres of land located at 7241 Market Street (PID# R044000-001-007-000). The approved site plan is attached. This approval is valid for two years unless a building permit application or evidence of another substantial improvement for all or a portion of the project is submitted to the County. If the TRC approval expires it will require a new application that will subject the project to all development standards in effect at the time of the new application. The TRC Commercial Preliminary Plan Approval allows the project to move forward with the next step in the development process. The project may be subject to additional regulations of the County’s development ordinances and applicants are responsible for obtaining all applicable permits and approvals under any law, regulation, or requirement of any other federal, state, or local government or regulatory agency. This includes but is not limited to: • A Floodplain Development Permit (only include if project is in the floodplain). • Wetland permits through the Army Corps of Engineers (only include if project is in a wetland). • CAMA permit through Coastal Management (only include if project requires CAMA permit). • A Tree Removal Permit from New Hanover County Planning & Land Use. Commercial Site Plan TRC Approval – 7241 Market Street – Ogden Bank Page 2 of 2 • A lighting plan approved by New Hanover County Planning & Land Use meeting the requirements of Section 5.5. • A sign permit through COAST for any signs on site. • New Hanover County Engineering for any required land disturbance and stormwater permits. • CFPUA on water and sewer utility permits and approvals. • NCDOT Driveway Permit. • Construction permits and a Zoning Compliance permit. Any changes to the approved plan, use, or incidental and accessory uses must be reviewed by and receive written approval from New Hanover County Planning. Changes to the approved plan without approval is considered a violation of the New Hanover County Unified Development Ordinance. Violations may be subject to fines or legal action to ensure compliance with required development standards and process. If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7444 or rbeil@nhcgov.com. Thanks, Ryan Beil Development Review Planner cc: Fire Marshal’s Office CFPUA New Hanover County Engineering NC Department of Transportation Attached OWNER WILMINGTON (MARKET ST) WW, LLC 261 SUMMIT BLVD, SUITE 110 BIRMINGHAM, AL 35243 JEFFERY LEWIN JLEWIN@CGPRE.COM (602) 908-1424 DEVELOPER JLL IN PARTNERSHIP WITH JP MORGAN CHASE MALLORY DELUCA MALLORY.DELUCA@JLL.COM (561) 382-3577 PROPOSED SITE PLAN DOCUMENTS PROPOSED CHASE BANK 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-009-000 FOR CONTACT: ETHAN MINDREBO, P.E. EMAIL: EMINDREBO@BOHLERENG.COM, PHONE: (919) 578-9000 PREPARED BY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. C-101 COVER SHEET LOCATION MAP SCALE: 1" = 500' SOURCE: NEARMAPS REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER ENGINEERING 4310 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 DATED:08/06/25 JOB # NCB250052.00 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: DYNAMIC EARTH 100 NE 5TH AVENUE, SUITE B2 DELRAY BEACH, FL 33483 DATED: 08/19/25 ¨ARCHITECTURAL PLAN: BDG ARCHITECTS 550 S CALDWELL ST CHARLOTTE, NC 28202 DATED: 11/03/25 GOVERNING AGENCIES ¨NEW HANOVER COUNTY PLANNING AND LAND USE 230 GOVERNMENT CITY DRIVE WILMINGTON, NC 28403 PHONE: (910) 798-7165 ¨NEW HANOVER COUNTY FIRE RESCUE DAVID STONE 239 GOVERNMENT CENTER DR, SUITE 130 WILMINGTON, NC, 28405 DSTONE@NHCGOV.COM PHONE: (910) 798-7458 ¨EROSION CONTROL & STORMWATER NEW HANOVER COUNTY ENGINEERING BETH WETHERILL 230 GOVERNMENT CENTER DRIVE, SUITE 100 WILMINGTON, NC 28403 PHONE: (910) 798-7465 ¨WATER & SEWER CAPE FEAR PUBLIC UTILITY AUTHORITY BERNICE JOHNSON 235 GOVERNMENT CENTER DR WILMINGTON, NC 28403 PHONE: (910) 332-6738 ROW JURISDICTION ¨ELECTRIC DUKE ENERGY PROGRESS 411 FAYETTEVILLE ST. RALEIGH, NC 27601 CAROLINASNEWCONSTRUCTION@DUKE-ENERGY.COM PHONE: (800) 636-0581 ¨DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NICK DREES 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 PHONE:(910) 398-9100 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 1 0 1 C O V R CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MAR K E T S T L E N D I R E R D SHEET INDEX Sheet Title Sheet Number COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 ALTA SURVEY 1 OF 1 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 SITE PLAN C-301 GRADING PLAN C-401 UTILITY PLAN C-501 EROSION AND SEDIMENT CONTROL PLAN PHASE I C-801 EROSION AN SEDIMENT CONTROL PLAN PHASE II C-802 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C-803 NCG01 DETAILS C-804 CONSTRUCTION DETAILS C-901 CONSTRUCTION NOTES AND DETAILS C-902 UTILITY DETAILS C-903 LANDSCAPE PLAN L-101 LANDSCAPE DETAILS L-102 1/9/2026 Ethan Mindrebo, Senior Project Engineer 047736 Chase Bank - Ogden 1/9/2026 DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 12/2024) 1.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 2.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a.STABILIZE CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY STONE CONSTRUCTION ACCESS IS TO BE INSTALLED AT THE DESIGNATED LOCATION AS SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. b.SILT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK(S) AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AREAS, AND SOIL STOCKPILES. c.INLET PROTECTION - IN ORDER TO REDUCE THE POTENTIAL FOR SEDIMENT TO ENTER THE STORMWATER SYSTEM, THE CONTRACTOR SHALL INSTALL INLET PROTECTION AROUND EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. d.TREE PROTECTION FENCE – THROUGH THE USE OF TREE PROTECTION FENCE, THE CONTRACTOR MUST MARK ALL EXISTING TREES AND SHRUBS WITHIN AND AROUND THE WORK AREA THAT ARE TO REMAIN. THE CONTRACTOR SHALL REFER TO THE TREE PROTECTION FENCE DETAILS HEREIN. e.SOIL STOCKPILES – STOCKPILES SHALL BE LIMITED TO 35’ MAX. HEIGHT AND SHOULD BE REMOVED OR UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. f.DUST CONTROL –SHOULD EXCESSIVE DUST BE GENERATED, THE CONTRACTOR MUST PROMPTLY USE AND APPLY WATER TO BARE SOIL SURFACES TO ELIMINATE, OR IF NOT POSSIBLE, MINIMIZE, BLOWING DUST. g.DEWATERING – THE CONTRACTOR MUST PERFORM DEWATERING IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND APPROVED PERMITS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND PAY THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. h.CONSTRUCTION WASTE MATERIAL STORAGE – THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. CONTRACTOR MUST MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. 3.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. CONTRACTOR MUST IMMEDIATELY CLEAR ANY SILT GREATER THAN BEHIND THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 4.THE TERM 'PERMANENT STABILIZATION' USED THROUGHOUT THIS SEQUENCE IS MEANT TO DESCRIBE THE PROPER PLACING, GRADING, CONSTRUCTING, REINFORCING, LINING, AND COVERING OF SOIL, ROCK, OR EARTH TO ENSURE THEIR PERMANENT RESISTANCE TO EROSION, SLIDING OR OTHER MOVEMENT. FOR AN EARTH DISTURBANCE TO BE PERMANENTLY STABILIZED, THE DISTURBED AREA SHALL BE COVERED WITH ONE OF THE FOLLOWING: A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION; OR AN ACCEPTABLE BMP THAT PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. 5.BEFORE INITIATING ANY REVISION TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE CONSERVATION DISTRICT. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 6.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 7.AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY MUST BE STABILIZED. WHEN FINAL GRADE IS ACHIEVED DURING NON-GERMINATING MONTHS, THE AREA SHOULD BE MULCHED UNTIL THE BEGINNING OF THE NEXT PLANTING SEASON. AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E., ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED BEFORE MAKING PREPARATIONS FOR SEEDING AND MULCHING IS NOT ACCEPTABLE. SEEDING AND MULCHING REQUIREMENTS ARE SPECIFIED HEREIN. 8.ONCE AREAS HAVE REACHED PERMANENT STABILIZATION AND PRIOR TO DEMOBILIZATION, THE CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND ANY ACCUMULATED SILT OR DEBRIS. 9.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 10.A SITE CONSTRUCTION SEQUENCE IS PROVIDED AS A GUIDE FOR THE CONTRACTOR DURING CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR MUST REVIEW THE SEQUENCE, AND ANY REQUESTED CHANGES AND THOSE REQUESTED CHANGES MUST BE REVIEWED AND APPROVED BY THE JURISDICTIONAL AGENCY. 11.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 12.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 13.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. 14.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. NORTH CAROLINA 7 6" J a n 0 9 , 2 0 2 6 GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. CHOOSE STATE, PLLC/LLC STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE C/O CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES PROP LINE LEGEND PROPERTY LINE RIGHT-OF-WAY LINE INTERIOR PROPERTY LINE LEASE LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK LIMIT OF DISTURBANCE SAWCUT LINE OVERHEAD WIRE ELECTRIC LINE TELEPHONE LINE CABLE LINE GAS LINE STORM SEWER SANITARY MAIN 12" OR GREATER SANITARY MAIN SANITARY LATERAL SANITARY FORCE MAIN WATER MAIN 12" OR GREATER WATER MAIN WATER LATERAL WATER FIRE LINE LOW LOD OH E T C G S SL FM W WL F PROP SYMBOL LEGEND TYPICAL SIGN TYPICAL BOLLARD UTILITY POLE WITH LIGHT UTILITY POLE TYPICAL LIGHT WATER HYDRANT CLEANOUT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE TEST PIT BORING S D WM GV T-# B-# C/O C-102 GENERAL NOTES AND LEGEND DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 1 0 2 N O T E CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1/9/2026 W E S NAD8 3 NAD83 LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD S32°14'40"W 207.40' N5 3 ° 0 7 ' 2 0 " W 2 7 6 . 6 0 ' SHIPPING CONTAINER (TBR) MARKET STREET CONTRACTOR TO COORDINATE REMOVAL OR RELOCATION OF SILT FENCE WITH ROAD CONSTRUCTION CONTRACTOR IF STILL IN PLACE AT TIME OF CONSTRUCTION LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES 2''W 2''W 2''W 2''W W W W W 2'' W 2'' W 2'' W 2'' W W 2'' W 2' ' W 2'' W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W SIDEWALK, C&G, TURN LANE IMPROVEMENTS AS PROPOSED BY OTHERS ±3500 SF ±3500 SF ±3500 SF STOP STOP ST O P LOT 4 - GUTHERIE'S RESTAURANT (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT (FUTURE DEVELOPMENT BY OTHERS) ZONED: B-2 LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT 3 - WAWA (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY EXISTING CONDITIONS/ DEMOLITION PLAN C-201 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E X D M - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 2 0 1 E X D M CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-EXDM PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 1/9/2026 W E S NAD8 3 NAD8 3 ±3500 SF ±3500 SF ±3500 SF STOP STOP ST O P DO NOT ENTER LOT 4 - GUTHERIE'S RESTAURANT (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT (FUTURE DEVELOPMENT BY OTHERS) ZONED: B-2 LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT 3 - WAWA (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 S32°14'40"W 207.40' N5 3 ° 0 7 ' 2 0 " W 2 7 6 . 6 0 ' LOT 2 "MINOR SUBDIVISION PLAT OF 7241 MARKET STREET" MB 75, PG 312 LANDS OF FRONT 7241 MARKET STREET LLC PIN: R04400-001-006-000 DB 6615, PG 331 209,856 SF OR 4.818 AC SITE UNDER ACTIVE CONSTRUCTION NO BUILDINGS MARKET STREET EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES SIDEWALK, C&G, TURN LANE IMPROVEMENTS AS PROPOSED BY OTHERS PROP TRASH ENCLOSURE 2'R 4 4 12.5' LANDSCAPE BUFFER 25' BUILDING SETBACK 5.1'R 5.1'R 5'R5' R5'R5' R 2.5'R 5' R 5'R 2 0 ' R 5'R 5'R5' R 5'R 20' R 5' R 5'R 5' R 5'R 5' R 20'R 18 ' 18 ' 24 ' 9' 9' 18 ' 22' 10'12' 18 ' 24 ' 24 ' 24' 24' 24 ' 24 ' 9' 18 . 5 ' 6 5' LANDSCAPE BUFFER PROP 18" CURB AND GUTTER (TYP) 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER PROP "DO NOT ENTER" PAVEMENT MARKINGS PROP DIRECTIONAL ARROW PAVEMENT MARKINGS (TYP) 11 ' 8.3 ' 5' PROP "STOP" BAR AND SIGN (TYP) PROP BOLLARD MOUNTED ADA PARKING & VAN ACCESSIBLE SIGN (SEE PAVEMENT MARKING FOR LOCATION OF RESPECTIVE SIGNS) PROP BIKE RACK PROP 6" STEEL BOLLARD PROP HEADACHE BAR PROP POLE MOUNTED "STOP" AND "DO NOT ENTER" SIGN 11'5'8' 8' 9 PROP "STOP" SIGN 5' 2.3 ' 6' PROP 6" BOLLARD 5' 22 ' FF E : 4 7 . 5 0 C/O C/O PROP "STOP" BAR AND SIGN PROP TIE INTO EXISTING CURB PROP TIE INTO EXISTING CURB PROP TRANSITION CURB (TYP) PROP TIE INTO EXISTING CURB AND GUTTER PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP 4" SSWL (TYP) TIE IN TO EXISTING SIDEWALK PROP ATM PROP TRANSITION CURB (TYP) PROP SIDEWALK PROP 18" GUTTER 3 PROP SIDEWALK 6' 5' PROP TRANSITION CURB PROP 4" DSWL (TYP) 23.5'PROP TRANSITION CURB (TYP) 9.3' 9.8' LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD 42.66' 80 . 2 9 ' EN D E N T R Y W / D U A T M 3, 2 7 2 S . F . C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 3 0 1 S I T E CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 ZONING TABLE PIN: R04400-001-006-000 ZONE: B-2 CURRENT USE: VACANT PROPOSED USE: BANK WITH DRIVE-THRU PROPOSED SQUARE FOOTAGE OF BUILDING: ±3,269 SF APPLICANT / OWNER INFORMATION APPLICANT: JLL IN PARTNERSHIP WITH JP MORGAN CHASE BANK, N.A. 1111 POLARIS PARKWAY COLUMBUS, OH 43240 PROPERTY OWNER: WILMINGTON (MARKET STREET) WW, LLC 261 SUMMIT BLVD, SUITE 110 BIRMINGHAM, AL 35243 JEFFERY LEWIN JLEWIN@CGPRE.COM (602) 908-1424 BULK REQUIREMENTS ITEM CODE PERMITTED PROPOSED MIN LOT AREA § 3.4.5 N/A N/A MIN LOT WIDTH § 3.4.5 N/A N/A MIN LOT DEPTH § 3.4.5 N/A N/A MIN BUILDING SETBACKS FRONT § 3.4.5 25'*25' SIDE § 3.1.3 10'*10' REAR § 3.1.3 0'0 MAX PERMITTED HEIGHT N/A N/A N/A PARKING REQUIREMENTS ITEM CODE PERMITTED PROPOSED MIN VEHICULAR PARKING § 5.1.2 3 SPACE PER 1,000 SF GFA 3x(3,269 SF/1,000 SF) = 10 19 SPACES MAX VEHICULAR PARKING § 5.1.2 N/A N/A MIN HANDICAP SPACES 2010 ADA CODE 1-25 SPACES REQUIRES MINIMUM OF 1 ADA SPACE 2 SPACES MIN STACKING REQUIRMENTS N/A N/A 4 SPACES PROPOSED SITE ABBREVIATIONS ABBREVIATION DESCRIPTION (TYP)TYPICAL SSWL SINGLE SOLID WHITE LINE DSWL DOUBLE SOLID WHITE LINE IMPERVIOUS AREA COVERAGE PRE-DEVELOPMENT POST-DEVELOPMENT IMPERVIOUS AREA 0 SF (0.00 AC)26,745 SF (0.61 AC) PERVIOUS AREA 38,032 SF (0.87 AC)11,284 SF (0.26 AC) PERCENTAGE OF TOTAL IMPERVIOUS AREA 0.00%70.33% 1/9/2026 W E S NAD8 3 NAD83 S32°14'40"W 207.40' N5 3 ° 0 7 ' 2 0 " W 2 7 6 . 6 0 ' LOT 2 "MINOR SUBDIVISION PLAT OF 7241 MARKET STREET" MB 75, PG 312 LANDS OF FRONT 7241 MARKET STREET LLC PIN: R04400-001-006-000 DB 6615, PG 331 209,856 SF OR 4.818 AC SITE UNDER ACTIVE CONSTRUCTION NO BUILDINGS MARKET STREET EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES OFFSITE IMPROVEMENTS BY OTHERS. CAD FILE RECEIVED FROM KIMLEY HORN DATED 4/18/2025 OFFSITE IMPROVEMENTS BY OTHERS. CAD FILE RECEIVED FROM KIMLEY HORN DATED 4/18/2025 2''W 2''W 2''W 2''W W W W W 2'' W 2'' W 2'' W 2'' W W 2'' W 2' ' W 2'' W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W SIDEWALK, C&G, TURN LANE IMPROVEMENTS AS PROPOSED BY OTHERS 12.5' LANDSCAPE BUFFER 25' BUILDING SETBACK 5' LANDSCAPE BUFFER PROP PROPERTY LINE 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER C/O FF E : 4 7 . 5 0 C/O C/O C/O PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP CURB INLET TIE IN TO EXISTING SIDEWALK PROP SIDEWALK 5' LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD 42.66' 80 . 2 9 ' EN D E N T R Y W / D U A T M 3, 2 7 2 S . F . RIDGELINE RIDGELINE RIDGELINE RI D G E L I N E 4 5 4 4 46 47 46 4 5 46 46 46 45 44 45 44 45 46 46 45 4344 46 47 47 47 47 47 47 EX-10 A-31 A-30 A-20 A-40 S S S S S S S S S S S W W W W W W W W W W PROP 1.5" DOMESTIC WATER METER PROP CROSSING BTM OF SAN: 43.21' TOP OF SAN: 40.84' CLEAR:2.37' FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E E E E PROP CONNECTION WITH INSERTA-T PROP 6" HDPE ROOF DRAIN PROP CONNECTION WITH INSERTA-T PROP 6" HDPE ROOF DRAIN ROOF DRAIN CONNECTION. SEE PLUMBING PLANS FOR CONTINUATION. C/O C/O PROP 1" IRRIGATION WATER METER PROP 2-4" PVC CONDUITS. CONTRACTOR TO COORDINATE ROUTE AND CONNECTION WITH UTILITY PROVIDER PROP 2-4" PVC CONDUITS. CONTRACTOR TO COORDINATE ROUTE AND CONNECTION WITH UTILITY PROVIDER PROP 1" RPZ BACKFLOW PREVENTER PROP 1.5" RPZ BACKFLOW PREVENTER EXISTING POLE MOUNTED TRANSFORMER PROP CFPUA UTILITY EASEMENT - 18" BEYOND METERS ME|TC 46.22 ± ME|TC 46.35 ± TC 46.97 BC 46.47 TC 47.11 BC 46.61 ME|TC 44.52 ± ME|TC 43.92 ± TC 47.38 BC 46.88 TC 46.58 BC 46.08 TC 45.40 BC 44.90 TC 45.80 BC 45.30 TC 46.30 BC 45.80 TC 45.81 BC 45.31 TC 47.27 BC 46.77 TC 47.50 BC 47.08 TC 47.60 BC 47.10 TC 47.40 BC 46.90 G 46.70 G 46.70 TC=BC 45.53TC=BC 45.47 G 46.70G 46.70 TC 45.88 G 45.38 TC 46.09 G 45.59 TC 46.55 G 46.05 ME|G 45.55±ME|G 45.57± TC=BC 46.70 TC=BC 46.70 TC 47.20 BC 46.70 TC 47.20 BC 46.70 G 47.35 G 47.26 G 47.18G 47.29 TC 47.20 BC 46.70 G 47.16 G 47.10 TC 47.11 BC 46.61 G 47.20 G 47.48 G 47.48 TC 46.26 BC 45.76 TC 46.90 BC 46.40 TC=BC 47.03TC=BC 46.59 TC 47.21 BC 46.71 TC 47.13 BC 46.63 TC=BC 46.40 TC=BC 46.44 TC 46.65 BC 46.15 TC 46.92 BC 46.42 TC 46.64 BC 46.14 G 46.60 G 46.55 TC 46.18 BC 45.68 TC 46.47 BC 45.97 TC 46.98 BC 46.48 TC=BC 46.25TC=BC 46.19 TC 45.95 BC 45.45 TC 46.49 BC 45.99 TC 46.96 BC 46.46 TC 46.65 BC 46.15 TC=BC 46.40 TC=BC 46.40 G 46.56G 46.01 G 45.04 TC 45.73 BC 45.23 TC 45.61 BC 45.11 TC 44.87 BC 44.37 ME|G 46.38± ME|G 46.39± FF 47.50 FF 47.50 G 47.30 G 47.50 G 47.50 G 47.39 TC 46.80 BC 46.30 TC 44.47 BC 43.97 TC 46.70 BC 46.20 G 46.92 G 46.92 TC 47.50 BC 47.00 TC 47.50 BC 47.00 G 47.40 TC 47.40 BC 46.90TC 47.20 BC 46.70 ±3500 SF ±3500 SF ±3500 SF LOT 4 - GUTHERIE'S RESTAURANT (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT (FUTURE DEVELOPMENT BY OTHERS) ZONED: B-2 LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT 3 - WAWA (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 TC 47.31 BC 46.81 TC 47.43 BC 46.93 TC 46.68 TC 46.79TC 46.72 TC 47.34 BC 46.84 TC 47.50 BC 47.00 TC 46.99 BC 46.49 TC 47.00 BC 46.50 TC 47.39 BC 46.89 TC 46.04 BC 45.54 TC 46.15 BC 45.65 TC 46.51 BC 46.01 TC 47.02 BC 46.52 TC 46.70 BC 46.20 TC 47.14 BC 46.64 TC 46.90 BC 46.40 TC 46.39 BC 45.89 TC 46.22 BC 45.72 TC 46.98 BC 46.48 TC 47.12 BC 46.62 STORM STRUCTURE SCHEDULE STRUCTURE # A-20 A-30 A-31 A-40 EX-10 CATEGORY PROP NCDOT 840.03 GRATE AND 840.14 DROP INLET PROP NCDOT 840.03 GRATE AND 840.14 DROP INLET PROP NCDOT 840.03 GRATE AND 840.14 DROP INLET PROP NCDOT 840.03 GRATE AND 840.14 DROP INLET EX. CURB INLET GRT/RIM 44.37 45.30 45.80 44.90 46.40 INV IN INV IN = 39.09' (15") INV IN = 39.48' (15") INV IN = 39.48' (15") INV IN = 38.51' (15") INV OUT INV OUT = 38.99 (15") INV OUT = 39.38 (15") INV OUT = 39.88 (15") INV OUT = 40.35 (15") STORM SEWER PIPE SCHEDULE FROM A-20 A-30 A-30 EX-10 FROM INV 39.09' 39.48' 39.48' 38.51' TO A-30 A-31 A-40 A-20 TO INV 39.38' 39.88' 40.35' 38.99' PIPE LENGTH 57' 81' 175' 97' SLOPE (%) 0.50% 0.50% 0.50% 0.50% DIAMETER (IN.) 15" 15" 15" 15" MATERIAL HDPE HDPE HDPE HDPE C-401 GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R A D - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 4 0 1 G R A D CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-GRAD PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 1/9/2026 W E S NAD8 3 NAD83 ±3500 SF ±3500 SF ±3500 SF LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS S32°14'40"W 207.40' N5 3 ° 0 7 ' 2 0 " W 2 7 6 . 6 0 ' LOT 2 "MINOR SUBDIVISION PLAT OF 7241 MARKET STREET" MB 75, PG 312 LANDS OF FRONT 7241 MARKET STREET LLC PIN: R04400-001-006-000 DB 6615, PG 331 209,856 SF OR 4.818 AC SITE UNDER ACTIVE CONSTRUCTION NO BUILDINGS MARKET STREET EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES 2''W 2''W 2''W 2''W W W W W 2'' W 2'' W 2'' W 2'' W W 2'' W 2' ' W 2'' W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W SIDEWALK, C&G, TURN LANE IMPROVEMENTS AS PROPOSED BY OTHERS 12.5' LANDSCAPE BUFFER 25' BUILDING SETBACK 5' LANDSCAPE BUFFER PROP PROPERTY LINE 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER C/O FF E : 4 7 . 5 0 C/O C/O C/O PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP CURB INLET TIE IN TO EXISTING SIDEWALK PROP SIDEWALK 5' LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD 42.66' 80 . 2 9 ' EN D E N T R Y W / D U A T M 3, 2 7 2 S . F . S S S S S S S S SAN-30 SAN-10 EX-10 PR O P 1 0 0 L F 6 " P V C @ 1 . 6 0 % PROP 20 LF 6" PVC @ 1.60% S S S W W W W W W W W W W PROP 1.5" DOMESTIC WATER METER PROP CROSSING BTM OF SAN: 43.21' TOP OF SAN: 40.84' CLEAR:2.37' FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E E E E PROP CONNECTION WITH INSERTA-T PROP 6" HDPE ROOF DRAIN PROP CONNECTION WITH INSERTA-T PROP 6" HDPE ROOF DRAIN ROOF DRAIN CONNECTION. SEE PLUMBING PLANS FOR CONTINUATION. C/O C/O PROP 1" IRRIGATION WATER METER PROP DOMESTIC WATER BUILDING CONNECTIONPROP SEWER BUILDING CONNECTION PROP 1.5" BLACK POLY WATER SERVICE PROP 2-4" PVC CONDUITS. CONTRACTOR TO COORDINATE ROUTE AND CONNECTION WITH UTILITY PROVIDER PROP 2-4" PVC CONDUITS. CONTRACTOR TO COORDINATE ROUTE AND CONNECTION WITH UTILITY PROVIDER PROP 1" RPZ BACKFLOW PREVENTER PROP IRRIGATION POC. SEE IRRIGATION PLAN FOR CONTINUATION PROP 1.5" RPZ BACKFLOW PREVENTER EXISTING POLE MOUNTED TRANSFORMER PROP CFPUA UTILITY EASEMENT - 18" BEYOND METERS SANITARY CLEANOUT SCHEDULE STRUCTURE # EX-10 SAN-10 SAN-20 SAN-30 CATEGORY EX. MANHOLE PROP CLEANOUT CLEANOUTS PROP BUILDING CONNECTION INV IN INV IN = 40.85' (6") INV IN = 41.18' (6") INV IN = 41.90' (6") INV OUT INV OUT = 41.18 (6") INV OUT = 41.90 (6") INV OUT = 43.50 (6") SANITARY PIPE SCHEDULE FROM EX-10 SAN-10 SAN-20 FROM INV 40.85' 41.18' 41.90' TO SAN-10 SAN-20 SAN-30 TO INV 41.18' 41.90' 43.50' PIPE LENGTH 20' 45' 100' SLOPE (%) 1.60% 1.60% 1.60% DIAMETER (IN.) 6" 6" 6" MATERIAL PVC Pipe PVC Pipe PVC Pipe C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 5 0 1 U T I L CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 PROPOSED NOTE W E G OH EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # SANITARY LABEL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE STORM SEWER SANITARY SEWER HYDRANT WATER METER WATER VALVE YARD INLET CURB INLET CLEAN OUT ELECTRIC BOX S WV WM UTILITY NOTES: 1.BACKFLOW PREVENTER TO BE APPROVED BY CFPUA COMMUNITY COMPLIANCE. 2.PRE-CONSTRUCTION MEETING REQUIRED PRIOR TO CONSTRUCTION. 1/9/2026 W E S NAD8 3 NAD83 ±3500 SF ±3500 SF ±3500 SF STOP STOP ST O P DO NOT ENTER LOT 4 - GUTHERIE'S RESTAURANT (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT (FUTURE DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 3 - WAWA (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 2 "MINOR SUBDIVISION PLAT OF 7241 MARKET STREET" MB 75, PG 312 LANDS OF FRONT 7241 MARKET STREET LLC PIN: R04400-001-006-000 DB 6615, PG 331 209,856 SF OR 4.818 AC SITE UNDER ACTIVE CONSTRUCTION NO BUILDINGS MARKET STREET LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES 2''W 2''W 2''W 2''W W W W W 2'' W 2'' W 2'' W 2'' W W 2'' W 2' ' W 2'' W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W SIDEWALK, C&G, TURN LANE IMPROVEMENTS AS PROPOSED BY OTHERS LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) PROP CONSTRUCTION ENTRANCEPROP CONCRETE WASHOUT PIT 50 ' SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROP SILT FENCE PROP INLET PROTECTION (TYP) SP SP SP SP SF SF SF SF SF SF SF SF SF SF PROP SILT FENCE OUTLET (TYP) SF SF SF SF SF SF C-801 SOIL EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E R O S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 8 0 1 E R O 1 CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-EROS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE NEW HANOVER COUNTY (NHC) EROSION & SEDIMENT CONTROL INSPECTOR. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 2.PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY AND PROMINENTLY MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. NO DISTURBANCE IS TO TAKE PLACE BEYOND THE LOD. 3.INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DIVERSIONS, WATTLES, CONCRETE WASH PIT. ONLY CLEAR ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES. 4.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED. THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA MUST ALSO BE AN UPLAND AREA. 5.CALL FOR AN EROSION CONTROL COMPLIANCE INSPECTION ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. 6.REMOVE/RELOCATE ALL UTILITIES, CONCRETE, AND ASPHALT PER DEMOLITION PLAN. 7.INSTALL NEW SEWER SERVICE TAP AND OTHER UTILITY SERVICES PER UTILITY PLAN. 8.BEGIN CLEARING, GRUBBING, AND GRADING OF SITE TO SUBGADE OF PARKING LOT, AND BUILDING FOUNDATION. 9.CHECK FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES WEEKLY OR AFTER EVERY 12" OF RAIN. 10.SEED AND MULCH DENUDED AREAS, ALL DIVERSIONS, AND ALL SLOPES WITHIN 7 DAYS AND 14 DAYS FOR ALL OTHER AREAS. 11.ADJUST EROSION AND SEDIMENTATION CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 12.STABILIZE ALL DISTURBED AREAS WITH TEMPORARY GRASS SEEDING UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 13.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1 MEASURES HAVE BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE FROM NEW HANOVER COUNTY. *THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. 1/9/2026 W E S NAD8 3 NAD83 ±3500 SF ±3500 SF ±3500 SF STOP STOP ST O P DO NOT ENTER LOT 4 - GUTHERIE'S RESTAURANT (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT (FUTURE DEVELOPMENT BY OTHERS) ZONED: B-2 LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT 3 - WAWA (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 2 "MINOR SUBDIVISION PLAT OF 7241 MARKET STREET" MB 75, PG 312 LANDS OF FRONT 7241 MARKET STREET LLC PIN: R04400-001-006-000 DB 6615, PG 331 209,856 SF OR 4.818 AC SITE UNDER ACTIVE CONSTRUCTION NO BUILDINGS MARKET STREET EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES OFFSITE IMPROVEMENTS BY OTHERS. CAD FILE RECEIVED FROM KIMLEY HORN DATED 4/18/2025 OFFSITE IMPROVEMENTS BY OTHERS. CAD FILE RECEIVED FROM KIMLEY HORN DATED 4/18/2025 2''W 2''W 2''W 2''W W W W W 2'' W 2'' W 2'' W 2'' W W 2'' W 2' ' W 2'' W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W PROP TRASH ENCLOSURE 4 4 12.5' LANDSCAPE BUFFER 25' BUILDING SETBACK 18 ' 18 ' 24 ' 9' 9' 18 ' 22' 10'12' 18 ' 24 ' 24 ' 24' 24' 24 ' 24 ' 9' 18 . 5 ' 6 5' LANDSCAPE BUFFER PROP PROPERTY LINE PROP 18" CURB AND GUTTER (TYP) 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 11 ' 8.3 ' 5' 11'5'8' 8' 9 5' 2.3 ' 6' 5' 22 ' C/O FF E : 4 7 . 5 0 C/O C/O C/O TIE IN TO EXISTING SIDEWALK 3 PROP SIDEWALK 6' 5' PROP TRANSITION CURB 23.5' 9.3' 9.8' LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD 42.66' 80 . 2 9 ' EN D E N T R Y W / D U A T M 3, 2 7 2 S . F . PROP CONSTRUCTION ENTRANCEPROP CONCRETE WASHOUT PIT 50 ' SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROP SILT FENCE PROP INLET PROTECTION (TYP) SF SF SF SF SF SF SF SF SF SF PROP SILT FENCE OUTLET (TYP) SF SF SF SF SF SF C-802 EROSION AND SEDIMENT CONTROL PLAN PHASE 2THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E R O S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 8 0 2 E R O 2 CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-EROS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.ONCE SUBGRADE STABILIZATION IS COMPLETE, FINISH INSTALLING UTILITY SERVICE LINES TO THE BUILDING, AND BEGIN INSTALLING PARKING LOT STONE BASE, CURB AND GUTTER AND BUILDING FOUNDATION. 2.STABILIZE ALL BARE AREAS WITH SEED AND MULCH. USE EXCELSIOR MATTING FOR ANY BARE AREAS THAT NEED IMMEDIATE STABILIZATION. 3.INSTALL REMAINING HARDSCAPE, ASPHALT, SOD AND LANDSCAPING PER PLAN 4.WHEN ALL ITEMS ARE COMPLETE CALL NEW HANOVER COUNTY FOR FINAL EROSION CONTROL INSPECTION FOR PERMIT CLOSEOUT. PENDING APPROVAL ENSURE ALL SLOPES AND BARE AREAS ARE PERMANENTLY STABILIZED AND REMOVE ANY REMAINING TEMPORARY EROSION CONTROL MEASURES. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE NEW HANOVER COUNTY EROSION CONTROL INSPECTOR MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. 1/9/2026 C-803 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 8 0 3 E R O D CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1/9/2026 C-804 NCG01 DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 8 0 4 D E T L CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1/9/2026 C-901 CONSTRUCTION DETAILS FULL HEIGHT CURB 3' CURB TAPER 2" PAVEMENT SURFACE 1" RADIUS CURB TAPER NOT TO SCALE (BE-S029902 - 01/2025) TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/SY) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE PAVEMENT SECTION CONCRETE-TO-ASPHALT NOT TO SCALE (BE-S010201 - 01/2025) SEE CURB DETAIL 12 " SEE PLAN VARIES. SEE PLAN. NOTES: 1.REFER TO THE "ACCESSIBILITY NOTES" WITHIN THE PLAN SET. 18 " VA R I E S . S E E CU R B D E T A I L PAVEMENT SLOPE VARIES (SEE PLAN) SECTION A-A TOP OF CURB VARIES. SEE PLAN FOR LOCATIONS. 24" TYP, 12" MIN FLARE A A CURB FLUSH WITH ROADWAY SURFACE SLOPE TO MATCH RAMP OR LANDING/TURNING SPACE SLOPE ADA FLUSH CURB NOT TO SCALE (BE-S030501 - 08/2023) 18 " 4' MIN (SEE SITE PLAN) NOTE: 1.CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2.FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING UNLESS OTHERWISE SPECIFIED ON THE DRAWING. 6.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED COMPACTED SUBGRADE PLAN 5'W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONTROL JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK (WITHOUT REINFORCEMENT) NOT TO SCALE (BE-S030203 - 01/2025) NOTES: 1.LOCATION - THE SIGN(S) MAY BE LOCATED WITHIN THE SIDEWALK (IN A BOLLARD OR OTHER PROTECTIVE STRUCTURE), MOUNTED ON A SIGN POST BEHIND THE SIDEWALK OR OTHER LOCATION BEYOND THE POTENTIAL FOR VEHICLE INTERACTION, OR MOUNTED ON A BUILDING OR OTHER STRUCTURE. REFER TO PLANS FOR LOCATIONS. 2.SIGN MOUNTING HEIGHT - A MINIMUM 60", AS MEASURED FROM FINISHED GRADE TO THE BOTTOM OF THE SIGN, SHALL BE PROVIDED. IN SITUATIONS WHERE VAN SPACES ARE PROVIDED, THE MEASUREMENT SHALL BE TO THE BOTTOM OF THE 'VAN ACCESSIBLE' (R7-8P) SIGN. WHEN NO VAN SPACES ARE PROVIDED, THE MEASUREMENT SHALL BE TO THE BOTTOM OF THE 'RESERVED PARKING' (R7-8) SIGN. FOR UNIFORMITY, WHEN THERE IS A COMBINATION OF VAN SPACES AND NON-VAN SPACES IN ON PARKING ROW, THE TOPS OF THE 'RESERVED PARKING' (R7-8) SIGNS SHALL BE CONSISTENT. 3.SIGN SPECIFICATIONS - UNLESS OTHERWISE REQUIRED BY STATE OR LOCAL REQUIREMENTS, THE R7-8 AND R7-8P SIGNS SHALL BE PER MUTCD SPECIFICATIONS. THE PENALTY SIGN SHALL BE PER STATE OR LOCAL REQUIREMENTS AND SHALL BE 12"x18". 4.IF THE SIGN IS LOCATED IN A PEDESTRIAN WALKING PATH, THE MINIMUM MOUNTING HEIGHT TO THE BOTTOM OF THE LOWEST PROVIDED SIGN SHALL BE 84" PER MUTCD STANDARDS SIGN POST (SEE DETAIL) EMBEDDED IN BOLLARD IF SPECIFIED ON DRAWINGS (SEE DETAIL) FINISHED GRADE PROP FLUSH CURBLINE OR EDGE OF PAVEMENT (SEE DETAIL) PAVEMENT SECTION (SEE DETAIL) RESERVED PARKING SIGN NOT TO SCALE (BE-S060101 - 07/2025) IF ADA WALKING PATH BEHIND THE SIGN, ENSURE MINIMUM CLEARANCE OF 36" IS PROVIDED TO EDGE OF BOLLARD OR SIGN OR AS OTHERWISE REQUIRED BY LOCAL AHJ FOR ADA PATHWAY EN D O F PA R K I N G S T A L L 1.5' TO CENTER OF BOLLARD (UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS) RESERVED PARKING VAN ACCESSIBLE R7-8 (12"x18") R7-8P (6"x12") (SEE PLANS FOR LOCATIONS WHERE PROVIDED) OPTIONAL PENALTY SIGN 60" MIN ABOVE GRADE WHEN VAN SPACES ARE NOT PROVIDED (SEE NOTE BELOW) 60" MIN ABOVE GRADE ADA PARKING STALL MARKING NOT TO SCALE (BE-S050104 - 05/2025) CAR OR VAN SPACE 5' MIN AISLEVAN SPACE SE E S I T E P L A N F O R D I M E N S I O N CAR OR VAN SPACE AISLE CURB FLUSH CURB (REFER TO DETAIL) TO BE PROVIDED AT EACH ACCESS AISLE. (REFER TO SITE PLAN FOR LOCATION) PROP ACCESSIBLE PARKING SIGN WITH "VAN" IDENTIFICATION (REFER TO DETAIL) TO BE PROVIDED AT EACH VAN SPACE. (REFER TO SITE PLAN FOR LOCATION) NOTE: 1.REFER TO "ACCESSIBILITY NOTES" PROVIDED HEREIN FOR ADDITIONAL REQUIREMENTS AND SPECIFICATIONS. 2.THE LAYOUT AND NUMBER OF PARKING SPACES VARIES. REFER TO PLAN FOR LOCATION AND CONFIGURATION. 3.STALL DIMENSIONS ARE MEASURED TO THE CENTERLINE OF THE PAINTED STRIPE. 4.ACCESS AISLES CAN NOT OVERLAP VEHICULAR WAYS. 5.AN ACCESS AISLE AT LEAST 5' WIDE AND AT LEAST AS LONG AS THE PARKING SPACE IS REQUIRED ON EITHER SIDE OF THE PARKING SPACE AND MUST BE MARKED TO DISCOURAGE PARKING IN IT. TWO SPACES CAN SHARE ONE AISLE. PROP ACCESSIBLE PARKING SIGN (REFER TO DETAIL) TO BE PROVIDED AT EACH NON-VAN SPACE REFER TO PLAN. EITHER 8' WIDE VAN SPACE WITH 8' AISLE OR 11' WIDE VAN SPACE WITH 5' WIDE AISLE 8' MIN (TYP) PROP INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) (TYP) SHALL BE WHITE WITH A BLUE BACKGROUND WHICH EXTENDS A MINIMUM OF 3" BEYOND THE SYMBOL. 4" WIDE BLUE PAINTED STRIPING (TYP) STOP 84 " AB O V E GR O U N D R1-1 SIGN RED BKGND WHITE LETTERS 1/4" x 1/2" LG. PIN HD. BOLTS WITH NUTS & LOCK WASHERS 30" 30 " STOP SIGN NOT TO SCALE (NE-S060202 - 09/2023) NOTES: 1.ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE WHITE PAINT PER SPECS. 2'-0" TYP. 3' - 9 " 1'- 9 " T Y P . 4" TYP. 1'-0" TYP. TRAFFIC FLOW ARROW NOT TO SCALE (NE-S050302 - 09/2023) VARIES 12 " 12 " 24 " M I N 8' MIN 6" TYP SINGLE 4" WIDE SOLID YELLOW LINE (SEE SITE PLAN) 10 ' M I N ( S E E P L A N ) 4. 0 ' EDGE OF ROADWAY OR SIDEWALK SOLID WHITE PAINT (SEE NOTE BELOW) LOCATION OF STOP SIGN SHALL BE IN LINE WITH STOP BAR STOP BAR NOT TO SCALE (MS-S050301 - 07/2024) DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 9 0 1 D E T L CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 7 PER GEOTECHNICAL REPORT PREPARED BY DYNAMIC EARTH, ENTITLED REPORT OF GEOTECHNICAL INVESTIGATION, DATED AUGUST 19, 2025 (PROJECT #2521-25-01721). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 2" SUPERPAVE ASPHALT MIX 9.5 MM 3" SUPERPAVE ASPHALT MIX 19.0/25 MM 6" AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE (MS-S010101 - 06/2023) 6" AIR-ENTRAINED CONCRETE ( 4,000 PSI) 6" AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 1.SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 7 PER GEOTECHNICAL REPORT PREPARED BY DYNAMIC EARTH, ENTITLED REPORT OF GEOTECHNICAL INVESTIGATION, DATED AUGUST 19, 2025 (PROJECT #2521-25-01721). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: STANDARD DUTY CONCRETE PAVEMENT NOT TO SCALE (MS-S010201 - 06/2023) 1/9/2026 C-902 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 9 0 2 D E T L CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1/9/2026 C-903 UTILITY DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 9 0 3 D E T L CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1/9/2026 PT : 2 + 1 1 . 8 0 2''W 2''W 2''W 2''W W W W W 2'' W 2'' W 2'' W 2'' W W 2'' W 2' ' W 2'' W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W SIDEWALK, C&G, TURN LANE IMPROVEMENTS AS PROPOSED BY OTHERS ±3500 SF ±3500 SF ±3500 SF STOP STOP ST O P DO NOT ENTER LOT 4 - GUTHERIE'S RESTAURANT (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT (FUTURE DEVELOPMENT BY OTHERS) ZONED: B-2 LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT LINE AS PROPOSED BY OTHERS LOT 3 - WAWA (PROP DEVELOPMENT BY OTHERS) ZONED: B-2 LOT 2 "MINOR SUBDIVISION PLAT OF 7241 MARKET STREET" MB 75, PG 312 LANDS OF FRONT 7241 MARKET STREET LLC PIN: R04400-001-006-000 DB 6615, PG 331 209,856 SF OR 4.818 AC SITE UNDER ACTIVE CONSTRUCTION NO BUILDINGS MARKET STREET EX FIRE HYDRANT EX FIRE HYDRANT PROPOSED BY GUTHERIES 12.5' LANDSCAPE BUFFER 25' BUILDING SETBACK 5' LANDSCAPE BUFFER PROP PROPERTY LINE 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER C/O FF E : 4 7 . 5 0 C/O C/O C/O LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD 42.66' 80 . 2 9 ' EN D E N T R Y W / D U A T M 3, 2 7 2 S . F . S S S S S S S S S S S 120' (1) NS (2) NS (2) BR (1) CF (1) CF (10) SC (22) CL (5) SC (9) CL (9) CD (11) SC (4) SC (8) CD (14) CL (6) FG(7) SC(7) FG (4) IN (5) FG (4) IN (5) FG (6) IN (3) IN (3) FG (3) IN (3) FG (12) MD (1) CF (1) ML (6) FG (5) FG (3) CF (6) IN (3) ML (5) IN (6) MD (3) MD (7) FG (5) MD (1) CF (10) IN (10) IN (12) MD AREA TO BE SEEDED LAWN (ERMX-186), TYP. PLANT BED EDGE, TYP.(4) BR (1) BR W E S NAD8 3 NAD83 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CANOPY TREES BR 7 BETULA NIGRA RIVER BIRCH 2" CAL.B&B NS 3 NYSSA SYLVATICA TUPELO 2" CAL.B&B UNDERSTORY TREES CF 7 CORNUS FLORIDA FLOWERING DOGWOOD 8` HT.B&B ML 4 MAGNOLIA GRANDIFLORA `LITTLE GEM`LITTLE GEM DWARF SOUTHERN MAGNOLIA 8` HT.B&B SHRUBS FG 47 FOTHERGILLA GARDENII 'BEAVER CREEK'BEAVER CREEK DWARF FOTHERGILLA 12" HT.CONTAINER IN 51 ILEX VOMITORIA 'NANA'DWARF YAUPON HOLLY 12" HT.CONTAINER MD 38 MYRICA CERIFERA 'DON'S DWARF'DON'S DWARF WAX MYRTLE 12" HT.CONTAINER SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING GROUND COVERS CD 17 COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL.CONTAINER 48" o.c. CL 45 CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS 1 GAL.CONTAINER 18" o.c. EN 8,734 SF ERNST NC SOLAR FARM SEED MIX ERNMX-186 SEED SC 37 SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL.CONTAINER 24" o.c. PLANT SCHEDULE L-101 LANDSCAPE PLAN THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - L S C P - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : L - 1 0 1 L S C P CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00 DB EM 09/29/25 P-CIVL-LSCP PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 7241 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY PIN: R04400-001-006-000 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/9/26 PRE TRC REVIEW COMMENTS . . 1/9/26 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BO H L E R J a n 0 9 , 2 0 2 6 Know what's below.Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 0 SCALE:1" = 20' 20 20510 LANDSCAPE COMPLIANCE SECTION REQUIREMENT PROVIDED 5.4.2 GENERAL STANDARDS A MINIMUM OF AT LEAST 15 TREES SHALL BE RETAINED OR PLANTED FOR EACH ACRE OR PROPORTIONATE AREA DISTURBED BY THE DEVEOPMENT. 0.89 AC DISTURBED 0.89 X 15 = 13.4 14 TREES REQUIRED 14 TREES PROVIDED. 5.4.5.C PARKING LOT INTERIORS NO PARKING SPACE SHALL BE FARTHER THAN 120' FROM A LANDSCAPED ISLAND. EACH LANDSCAPED ISLAND SHALL CONTAIN AT LEAST ONE TREE. 2 LANDSCAPE ISLANDS AND 2 CANOPY TREES PROVIDED. ALL PARKING SPACES WITHIN 120' FROM A LANDSCAPED ISLAND. 5.4.6 STREET YARD STANDARDS B-2 STREET YARD: 25 SF FOR EACH LF OF FRONTAGE. MINIMUM WIDTH 12.5'. ONE CANOPY OR TWO UNDERSTORY TREES AND 6 SHRUBS PER 600 SF. MARKET ST: 109 LF 109 X 25 = 2,725 SF 2,275 / 600 = 4.5 5 CANOPY TREES OR 10 UNDERSTORY TREES AND 28 SHRUBS REQUIRED FUTURE ROW (WEST PROPERTY LINE): 90 LF 90 X 12.5 = 1,125 SF 1,125 / 600 = 1.88 2 CANOPY TREES AND 12 SHRUBS REQUIRED MARKET STREET: 5 CANOPY TREES PROVIDED (RELOCATED TO SIDE BUFFERS DUE TO UTILITY CONFLICTS) 36 SHRUBS PROVIDED FUTURE ROW: 2 CANOPY TREES AND 12 SHRUBS PROVIDED 5.4.7 FOUNDATION PLANTINGS FOUNDATION PLANTINGS SHALL BE LOCATED BETWEEN BUILDING FACE AND PARKING LOT OF DRIVE AISLE, 12% OF FIRST FLOOR BUILDING FACE. BUILDING FACE: 1,480 SF 1,480 X 0.12 = 177.6 SF FOUNDATION PLANTING AREA REQUIRED 538 SF FOUNDATION PLANTING AREA PROVIDED 1/9/2026