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Home My WebLink About210406 - NCR201044 - OAKMONTA B D E SCALE: 1" = 5000' PLAN REFERENCE: BING MAPS OWNER/DEVELOPER OAKMONT DEVELOPMENT PARTNERS, LLC. 109 HAY STREET, SUITE 301 FAYETTEVILLE, NC 28301 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 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. REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 ¨ENVIRONMENTAL : SOIL & ENVIRONMENTAL CONSULTANTS, PA 8412 FALLS OF NEUSE ROAD SUITE 104 RALEIGH, NC 27615 1-(919)-846-5900 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. PLAN REFERENCES AND CONTACTS OAKMONT SUBDIVISION PHASE III PLAT PLANS OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION LOCATION OF SITE DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 FOR LOCATION MAP NCBELS P-1132 CONTACT: GARY ZURAWSKI, P.E. PREPARED BY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-101 COVER SHEETJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-101 COVER SHEET SDP-0 SHEET LIST TABLE Sheet Number Sheet Title C-101 COVER SHEET C-102 GENERAL NOTES C-103 DEVELOPER'S REQUIRMENTS & GENERAL NOTES C-104 LEGENDS AND ABBREVIATIONS C-105 BOUNDARY & TOPOGRAPHIC SURVEY C-106 BOUNDARY & TOPOGRAPHIC SURVEY C-107 BOUNDARY & TOPOGRAPHIC SURVEY C-108 BOUNDARY & TOPOGRAPHIC SURVEY C-109 BOUNDARY & TOPOGRAPHIC SURVEY C-110 KEY MAP C-111 PHASING PLAN C-112 MASTER LOT MAP C-113 MASTER LOT MAP - A C-114 MASTER LOT MAP - B C-115 MASTER LOT MAP - C C-116 MASTER LOT MAP - D C-117 MASTER LOT MAP - E C-200 OVERALL DEMO & PH 1 EROSION PLAN C-201 DEMO & PHASE I EROSION CONTROL PLAN - A C-202 DEMO & PHASE I EROSION CONTROL PLAN - B C-203 DEMO & PHASE I EROSION CONTROL PLAN - C C-204 DEMO & PHASE I EROSION CONTROL PLAN - D C-205 DEMO & PHASE I EROSION CONTROL PLAN - E C-206 DEMO & PHASE I EROSION CONTROL PLAN - F C-207 DEMO & PHASE I EROSION CONTROL PLAN - G C-208 DEMO & PHASE I EROSION CONTROL PLAN - H C-209 DEMO & PHASE I EROSION CONTROL PLAN - I C-210 DEMO & PHASE I EROSION CONTROL PLAN - J C-211 DEMO & PHASE I EROSION CONTROL PLAN - K C-212 DEMO & PHASE I EROSION CONTROL PLAN - L C-213 DEMO & PHASE I EROSION CONTROL PLAN - M C-214 DEMO & PHASE I EROSION CONTROL PLAN - N C-300 OVERALL PH2 EROSION PLAN C-301 SITE & PHASE II EROSION CONTROL PLAN - A C-302 SITE & PHASE II EROSION CONTROL PLAN - B C-303 SITE & PHASE II EROSION CONTROL PLAN - C C-304 SITE & PHASE II EROSION CONTROL PLAN - D C-305 SITE & PHASE II EROSION CONTROL PLAN - E C-306 SITE & PHASE II EROSION CONTROL PLAN - F C-307 SITE & PHASE II EROSION CONTROL PLAN - G C-308 SITE & PHASE II EROSION CONTROL PLAN - H C-309 SITE & PHASE II EROSION CONTROL PLAN - I C-310 SITE & PHASE II EROSION CONTROL PLAN - J C-311 SITE & PHASE II EROSION CONTROL PLAN - K C-312 SITE & PHASE II EROSION CONTROL PLAN - L C-313 SITE & PHASE II EROSION CONTROL PLAN - M C-314 SITE & PHASE II EROSION CONTROL PLAN - N C-400 OVERALL GRADING AND DRAINAGE PLAN C-401 GRADING AND DRAINAGE PLAN - A C-402 GRADING AND DRAINAGE PLAN - B C-403 GRADING AND DRAINAGE PLAN - C C-404 GRADING AND DRAINAGE PLAN - D C-405 GRADING AND DRAINAGE PLAN - E C-406 GRADING AND DRAINAGE PLAN - F C-407 GRADING AND DRAINAGE PLAN - G C-408 GRADING AND DRAINAGE PLAN - H C-409 GRADING AND DRAINAGE PLAN - I C-410 GRADING AND DRAINAGE PLAN - J C-411 GRADING AND DRAINAGE PLAN - K C-412 GRADING AND DRAINAGE PLAN - L C-413 GRADING AND DRAINAGE PLAN - M C-414 GRADING AND DRAINAGE PLAN - N C-415 STORM SEWER PROFILES C-416 STORM SEWER PROFILES C-417 STORM SEWER PROFILES C-418 STORM SEWER PROFILES C-419 STORM SEWER PROFILES C-420 STORM SEWER PROFILES C-421 STORM SEWER PROFILES C-422 STORM SEWER PROFILES C-423 STORM SEWER PROFILES C-424 STORM SEWER SCHEDULES C-500 OVERALL UTILITY PLAN C-501 UTILITY PLAN - A C-502 UTILITY PLAN - B C-503 UTILITY PLAN - C C-504 UTILITY PLAN - D C-505 UTILITY PLAN - E C-506 UTILITY PLAN - F C-507 UTILITY PLAN - G C-508 UTILITY PLAN - H C-509 UTILITY PLAN - I C-510 UTILITY PLAN - J C-511 UTILITY PLAN - K C-512 UTILITY PLAN - L C-513 UTILITY PLAN - M C-514 UTILITY PLAN - N C-901 SITE DETAILS C-902 SITE DETAILS C-903 SITE DETAILS C -904 STORM DETAILS C -905 SANITARY DETAILS C -906 WATER DETAILS SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ADDRESS:DOCS ROAD & EXECUTIVE DRIVE BARBECUE, NC 27546 PROJECT JURISDICTION HARNETT COUNTY PIN #:0507-53-6396.000 LAND USE CLASSIFICATION: LDR (LOW DENSITY RESIDENTIAL) DEED REFERENCE:BOOK 3662, PAGE 0762 SITE AREA: (AC.)± 325.12 AC EXISTING ZONING:RA-20R (PLAN COMPLIES) PROP. USE:RESIDENTIAL WATERSHED:ROCKY RUN CREEK - UPPER LITTLE RIVER (CAPE FEAR BASIN) WATERSHED CLASSIFICATION: WS-IV (UPPER LITTLE RIVER) FLOOD ZONE CLASSIFICATION:ZONE X FEMA MAP NUMBER:3720050600J MAP DATE:10/03/2006 EXISTING # OF LOTS FROM PHASES I/II:243 PROPOSED # OF LOTS IN PHASE III:129 TOTAL PROPOSED LOTS:372 PROPOSED DENSITY: (DU/AC.)±1.14 PROPOSED MINIMUM LOT SIZE: (SF)20,000 PROPOSED MINIMUM LOT WIDTH: (FT)80 SETBACKS FRONT YARD: 35' SIDE YARD:10' CORNER SIDE YARD:20' CORNER SIDE YARD, MAJOR ROAD:35' REAR YARD:25' MAX BUILDING HEIGHT: (FT)35' PARKING PROPOSED # OF SPACES:2/UNIT OPEN SPACE REQUIRED OPEN SPACE: 0% INFRASTRUCTURE QUANTITIES STREETS: (LF)± 9,430 FIRE WATERLINE (6"): (LF)± 7,420 DOMESTIC WATERLINE (1"): (LF)± 2,381 SANITARY SEWER: (LF)0 FORCE MAIN: (LF) 0 AVERAGE SEWER FLOW: (GPD)N/A PROPOSED # OF DOMESTIC WATER TAPS:129 PROPOSED # OF SEWER TAPS:0 IMPERVIOUS SURFACES STREETS: (SF)NOT APPLICABLE LOTS: (SF) NOT APPLICABLE TOTAL: (SF)NOT APPLICABLE MAX OVERALL IMPERVIOUS N/A (MAX 3.0 DU/AC)* AVERAGE IMPERVIOUS PER LOT NOT APPLICABLE PERCENT PROP. IMPERVIOUS: (%)NOT APPLICABLE *HARNETT COUNTY DOES NOT SPECIFY A MAX IMPERVIOUS COVERAGE FOR SINGLE FAMILY RESIDENTIAL USES SITE DATA DEMOLITION 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.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.ENGINEER OF RECORD AND/OR 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 ENGINEER OF RECORD AND/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR 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 ENGINEER 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 ENGINEER OF RECORD'S 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 AND ENGINEER OF RECORD AND BOHLER , THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS-CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12.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. 13.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. 14.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 ENGINEER OF RECORD AND THE OWNER. 15.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. 16.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. 17.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. 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. 18.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. 19.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.1/2020) 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.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 ENGINEER OF RECORD 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 ENGINEER OF RECORD, 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.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. 7.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 ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 8.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. 1/2020) 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 ENGINEER OF RECORD, 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 ENGINEER OF RECORD, 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. LIGHTING 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.THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3.THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC). 5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6.THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 7.THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. SOIL EROSION & SEDIMENT CONTROL PLAN 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.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN 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. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES. 4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A.STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. B.SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C.INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 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. 8.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS 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. 10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15.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. 16.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. NORTH CAROLINA 16.98 6" DRAINAGE AND UTILITY 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.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 ENGINEER OF RECORD. 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 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 ENGINEER OF RECORD, 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, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. 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 SITE PLAN, 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. GENERAL NOTES (Rev. 1/2020) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH ENGINEER 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 ENGINEER OF RECORD 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 ENGINEER OF RECORD, 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 ENGINEER OF RECORD, 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 ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, 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 ENGINEER OF RECORD, 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.ENGINEER OF RECORD IS 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 ENGINEER 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 ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER 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 ENGINEER 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 ENGINEER 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 ENGINEER 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 ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER 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 THE (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 ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE ENGINEER 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 ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, 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 AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS 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 FOR AND FROM ANY LIABILITY TO BOHLER 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 ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'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 ENGINEER 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 ENGINEER OF RECORD AND/OR 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 ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR 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. ENGINEER 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 ENGINEER OF RECORD AND/OR BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER 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 SIGNATORY PROFESSIONAL ENGINEER OF RECORD, 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 ENGINEER OF RECORD'S 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. NC, PLLC. SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-102 GENERAL NOTESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-102 GENERAL NOTES SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-103 DEVELOPER'S REQUIRMENTS & GENERAL NOTESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-103 DEVELOPER'S REQUIRMENTS & GENERAL NOTES DEVELOPER'S REQUIREMENTS AND GENERAL NOTES 1.LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY OWNER AND PROJECT ENGINEER PRIOR TO CONSTRUCTION. 3.VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, NOTIFY OWNER AND PROJECT ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE. 4.PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, COMMUNICATIONS, CABLE TELEVISION, SANITARY AND STORM SEWERS, ON AND/OR ADJACENT TO THE SITE. REMOVE OR CAP SERVICES AS NECESSARY, COORDINATE WITH THE APPROPRIATE SERVICE PROVIDER. 5.THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPLIED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. 6.ALL SPECIFICATION AND DOCUMENTS REFERENCED HERE IN SHALL BE OF THE LATEST REVISION. 7.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND OWNER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN. 8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT HIS EXPENSE ANY DAMAGE TO EXISTING FACILITIES, OR ANY OTHER DAMAGES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB-CONTRACTOR, AS CALLED FOR IN THESE CONSTRUCTION DOCUMENTS. 9.CONTACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC FACILITIES 10.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSPECTIONS / REQUIREMENTS. IN ADDITION, CONTRACTOR IS TO COMPLY WITH ALL CONDITIONS AND REQUIREMENTS AS IDENTIFIED IN ALL PERMITS AND APPROVALS FOR ALL GOVERNING AGENCIES. 11.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS TO THE PROJECT ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHED GRADES. ALL SUCH WORK SHALL BE COORDINATED WITH THE PROJECT ENGINEER. 13.ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 14.ALL UNDERGROUND UTILITIES MUST BE IN-PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 15.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE OWNER OR PROJECT ENGINEER. 16.CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE PROJECT ENGINEER FOR DAMAGES INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES. 17.ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS. 18.CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE. 19.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES. 20.ANY NOTE OR REFERENCE TO ANY ELEMENT WHICH DOES NOT SPECIFY ACTION BY THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION ONLY. 21.ALL STRUCTURES / UTILITIES DESIGNATED FOR MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. 22.WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTACTOR TO COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY. 23.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE “AS-BUILT” INFORMATION, WHICH SHALL INCLUDE INVERT ELEVATIONS, LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS GRADE BREAK LOCATIONS AND ELEVATIONS OF THE CONSTRUCTION, AND AS OTHERWISE REQUIRED BY THE PROJECT ENGINEER FOR ALL REQUIRED CERTIFICATIONS. THE AS-BUILT INFORMATION SHALL BE A SURVEY PREPARED BY A CERTIFIED AND LICENSED LAND SURVEYOR 24.SEEDBED PREPARATION FOR ALL AREAS TO RECEIVE SEED: a.CHISEL ANY COMPACTED AREAS AND SPREAD EXISTING STOCK PILE TOPSOIL IN AREAS SPECIFIED AS LAWN. b.DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES. c.REMOVE ALL LOOSE ROCK, GRAVEL, ROOTS, DEBRIS AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM d.APPLY AGRICULTURAL LIME, FERTILIZER AND PHOSPHATE UNIFORMLY AS PER SPECIFICATIONS AND MIX WELL WITH SOIL. e.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLE UNIFORM SEEDBED IS PREPARED TO A 6 INCHES DEPTH f.SEED AT RATE SPECIFIED ON LANDSCAPE PLAN. SEED RATE IS TO BE SUFFICIENT TO PROVIDE A THICK, DENSE LAWN. CONTRACTOR SHALL ACHIEVE AND MAINTAIN MINIMUM OF 90% COVERAGE PRIOR TO FINAL ACCEPTANCE AND SHALL PROVIDE A THICK, DENSE LAWN. CONTRACTOR TO PREPARE THE SEEDBED AND RESEED AS APPROPRIATE UNTIL MINIMUM COVERAGE IS OBTAINED. g.SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER) h.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH WATERING OF GRASS AREAS IMMEDIATELY UPON INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. i.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITH THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 30% DAMAGED OR NOT ESTABLISHED, REESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES AS SPECIFIED ON THE LANDSCAPE PLAN. j.CONTRACTOR IS RESPONSIBLE FOR ALL GROUND COVER, INCLUDING MOWING, UNTIL ACCEPTANCE BY OWNER. DO NOT ALLOW GROUND COVER TO GROW OVER 12” IN HEIGHT BEFORE MOWING. 25.SAFETY a.DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL. b.UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES. c.LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA. d.THE MINIMUM STANDARDS OF THE GOVERNING AUTHORITIES' GUIDELINES SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. e.ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. f.ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE TRENCH SAFETY ACT. THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. CONTRACTOR SHALL PROVIDE EXCAVATION AND TRAVELING OPERATIONS AS REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS. g.UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON-WORKING HOURS. UTILIZE SIGNS, BARRICADES, ETC. TO ENDURE THE SAFETY OF THE GENERAL PUBLIC. h.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. CLEARING, SITE PREPARATION, GRADING & PAVING NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING AND/OR DEMOLITION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. 3.PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IN ADDITION, TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE TREES AND EXISTING LANDSCAPING IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 4.THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION AS DIRECTED BY OWNER OR LANDSCAPE ARCHITECT. 5.THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE RE-INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL OF FINAL COMPLETION. THE CONTRACTOR WILL BE REQUIRED TO RE-CLEAN PIPES AND INLETS FOR THESE PURPOSES, INCLUDING ALL NEW AND ANY EXISTING, RE-USED PIPES AND STRUCTURE THAT ARE PART OF THE STORM SYSTEM. 6.ALL OPEN STORM DRAIN LINES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH DAY. 7.THE TOPSOIL REMOVED DURING CLEARING AND GRUBBING ACTIVITIES MAY BE STOCKPILED TO BE USED FOR LANDSCAPING PURPOSES, ONLY AS DIRECTED BY THE OWNER, OTHERWISE IT IS TO BE REMOVED OFF SITE. REMAINING EARTH WORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION MAY BE UTILIZED ON-SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE. 8.AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL, REMOVAL OF EXISTING PAVEMENT OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. 9.SALVAGED MATERIALS FROM SITE GRADING DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT SOIL TESTING LABORATORY SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE. 10.CLEAR AND GRUB ALL AREAS TO RECEIVE PAVEMENT / STRUCTURES AS REQUIRED BY SPECS. 11.ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS, AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 12.THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ALL WASTE AND EXCESS MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE EROSION CONTROL AUTHORITIES. 13.THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. 14.ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ORGANIC MATERIAL, ETC.) IS TO BE EXCAVATED AND REPLACED WITH SUITABLE / COMPACTED SOILS AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OWNER'S SOILS TESTING COMPANY AND PROJECT SPECIFICATIONS. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE (UNLESS OTHERWISE DIRECTED), EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS, PER THE SUBSURFACE EXPLORATION AND GEOTECHNICAL RECOMMENDATIONS REPORT OR PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 16.ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS AND PROJECT SPECIFICATIONS AND THE SUBSURFACE EXPLORATION REPORT. 17.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IF CONFLICTS EXIST WITH GRADES SHOWN, CONTACT ENGINEER PRIOR TO CONSTRUCTION. 18.CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW ASPHALT PAVEMENT MEETS EXISTING PAVEMENT. CONTRACTOR TO PROVIDE A STRAIGHT, SAW-CUT, CLEAN JOINT WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 19.ASPHALT PAVEMENT SHALL BE SMOOTH, WITH STRAIGHT OVERLAPPING SEAMS, FREE OF SEGREGATION, STAINS, BIRD BATHS, AND IMPERFECTIONS. ASPHALT PATCHING, SKIN PATCHES, OR RE-HEATING AND ROLLING WILL NOT BE ALLOWED. AREAS THAT ARE NOT ACCEPTABLE TO THE OWNER/ENGINEER WILL BE SAWCUT AND REMOVED. NO PATCH SMALLER THAN 200 SF WILL BE ALLOWED, AND SAW CUTS MUST FALL ON A PAINT LINE OR EXISTING SEAM. 20.PRIOR TO CONSTRUCTING CONCRETE PAVEMENT OR HARDSCAPE, THE CONTRACTOR SHALL SUBMIT PROPOSED JOINT PLAN/PATTERN FOR ALL SCORE JOINTS, CONTROL JOINS AND EXPANSION JOINTS TO THE ENGINEER FOR APPROVAL PRIOR TO PLACING CONCRETE. 21.CONTRACTOR TO PROVIDE A ½” TO 1” BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER RIGID MATERIAL (STRUCTURES, OTHER POURED CONCRETE, ETC.). ALL EXPANSION JOINTS TO BE SEALED WITH JOINT SEALANT, WITH THE EXCEPTION OF THOSE PLACED IN CONCRETE SIDEWALKS. TESTING AND INSPECTION REQUIREMENTS: 1.ALL SITE WORK CONSTRUCTION TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL REPORT IF ONE WAS OBTAINED, AND / OR THE TESTING PARAMETERS OF THE LOCAL MUNICIPALITY/AGENCY HAVING JURISDICTION OVER THE SITE WORK. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2.ALL SITE WORK CONSTRUCTION TESTING SHALL BE PERFORMED BY A CERTIFIED / LICENSED GEOTECHNICAL ENGINEERING FIRM. 3.A QUALIFIED TESTING LABORATORY SHALL BE RETAINED BY THE OWNER AND SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN-PLACE MATERIALS AS REQUIRED BY THESE PLANS UNLESS OTHERWISE SPECIFIED IN THE BID DOCUMENTS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. 4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE CERTIFIED ENGINEERING FIRM; TESTS WILL BE REQUIRED PURSUANT WITH THE GEOTECHNICAL REPORT; AND PROJECT SPECIFICATIONS. UPON COMPLETION OF WORK THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET FOR PURPOSES SUCH AS BUT NOT LIMITED TO CERTIFICATION AND ACCEPTANCE OF FACILITIES BY THE DEVELOPER AND/OR MUNICIPALITY/AGENCY. 5.CONTRACTOR IS TO COORDINATE WITH THE TESTING FIRM TO HAVE PERFORMED ALL CONSTRUCTION TESTING PER THE PLANS AND SPECIFICATIONS PREPARED BY ENGINEER OF RECORD. COPIES OF ALL CONSTRUCTION TESTING SHALL BE SENT DIRECTLY TO OWNER BY TESTING LABORATORY. IN ADDITION TO THE PLANS AND SPECIFICATIONS THE CONSTRUCTION TESTING SHALL INCLUDE: A.DENSITY/COMPACTION TESTING OF PLACED FILL. B.PROOF ROLL MONITORING AND EVALUATION OF SUBGRADE MATERIALS, PRIOR TO IMPORT OF FILL OR PRIOR TO PLACEMENT OF AGGREGATE SUBBASE MATERIAL. PROVIDE RECOMMENDATIONS AND MONITOR ANY NEEDED REPAIR C.DEPTH AND DENSITY TESTS OF CRUSHED AGGREGATE BASE COURSE SUBBASE D.OBSERVE AND TEST UTILITY BACKFILL E.OBSERVATION OF PROOF ROLLING SUBGRADE & CRUSHED AGGREGATE BASE COURSE SUBBASE F.DEPTH AND DENSITY TESTS OF CRUSHED AGGREGATE BASE COURSE SUBBASE G.DEPTH, DENSITY AND TEMPERATURE OF PLACED ASPHALT PAVEMENT H.REPORTS OF INSPECTION & TEST RESULTS WILL BE SUBMITTED AFTER COMPLETING THE TEST OR INSPECTION I.PROVIDE A SUMMARY LETTER UPON COMPLETION OF THE PROJECT PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER X TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK C SL W E G OH T OR E T EP EB SAN # X # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S TC BC 516.00 515.55 TC 516.00 190CONTOUR LINE SPOT ELEVATIONS 187 STORM DRAIN SANITARY SEWER WATER SIGHT DISTANCE PROPOSED EASEMENT LEGEND COMMON SHARED INGRESS-EGRESS PUBLIC ACCESS PUBLIC UTILITY PU IE CSE PADIM W SS STM DIM DIM DIM DIM DIM DIM -VAR VARIABLE WIDTH S SI DIM STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL R/W RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUARE FEET STA STATION STM STORM S/W SIDEWALK TBR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W WIDE W/L WATER LINE W/M WATER METER ±PLUS OR MINUS °DEGREE Ø DIAMETER #NUMBER LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE MATCH EX (518.02 ±) SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-104 LEGENDS AND ABBREVIATIONSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-104 LEGENDS AND ABBREVIATIONS LODLODL O D LOD LOD LODLOD LOD LODLODLOD LOD LODLODLODLODLODLODLOD LOD LODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLODLOD50'X50' BUILDING ENVELOPE 2,500 SF 50'X5 0 'BUILD I N GENVE L O P E 2,500 S F 50'X50' BUILDING ENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF 50'X50' BUILDI N G ENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50' BUILDINGENVELOPE2,500 SF50'X50' BUILDI N G ENVELO P E 2,500 S F 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUIL D I N GENVEL O P E3,600 S F 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDIN GENVELOPE3,600 SF 60'X60'BUILDIN GENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 50'X50'BUILDINGENVELOP E 2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X 6 0 'BUIL D I N G ENVE L O P E 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60 ' X 6 0 ' BU I L D IN G EN V E LO P E 3, 6 0 0 S F60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDIN G ENVELOP E 3,600 SF 60 ' X 6 0 ' B U I L D I NG EN V E LO P E 3, 6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDING ENVELOPE3,600 SF 60'X60'BUILDI N GENVEL O P E 3,600 S F 60'X60' BUIL DING ENVELOPE 3,600 SF60'X60'BUILDINGENVELOP E 3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60 ' BUILDIN G ENVEL O P E 3,600 S F 50'X50' BUILDING ENVELOPE2,500 SF 60'X6 0' BUILDI N G ENVELOPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60' X 6 0 ' BUI L D I N G EN V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X6 0' BUILDI N G ENVEL OPE 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' 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H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-110 KEY MAPJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . 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IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-111 PHASING PLAN W E SNAD83 NAD831"=200' 0 20050100200 PHASE 3 SECTION 3 PHASE 3 SECTION 2 PHASE 3 SECTION 1 A B D E C SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-112 MASTER LOT MAPJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . 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IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-113 MASTER LOT MAP - A W E SNAD83 NAD831"=250' 0 25062.5125250 205 113801 SF. 2.61 AC. 233 32167 SF. 0.74 AC. 232 36944 SF. 0.85 AC. 231 28214 SF. 0.65 AC. 210 27362 SF. 0.63 AC. 209 28845 SF. 0.66 AC. 208 30399 SF. 0.70 AC. 207 41852 SF. 0.96 AC. 206 50316 SF. 1.16 AC. 238 35734 SF. 0.82 AC. 237 24950 SF. 0.57 AC. 236 29358 SF. 0.67 AC. 235 61535 SF. 1.41 AC. 234 49335 SF. 1.13 AC. 288 23194 SF. 0.53 AC. 287 25847 SF. 0.59 AC. 286 25044 SF. 0.57 AC. 285 26371 SF. 0.61 AC. 284 24625 SF. 0.57 AC. 283 25205 SF. 0.58 AC. 282 28125 SF. 0.65 AC. 281 27826 SF. 0.64 AC. 280 30184 SF. 0.69 AC. S61 ° 1 7 ' 0 1 " E 245. 4 8 'S38°31'47"W74.33'N74°20' 5 6 " W 224.38'R=550.00'L=125.05'S5 1 ° 2 7 ' 1 8 " E 25 0 . 4 5 'S38°31'47"W82.74'R=550.00'L=94.72'N37°40'46"E30.40'S5 1 ° 2 7 ' 1 8 " E 25 0 . 4 2 'S38°31'47"W100.00'N38°32'42"E100.00'S38°22'47"W86.41'N38°32'42"E39.12'R=550.00'L=86.05'S 4 2 ° 2 9 ' 2 5 " E 2 4 6 . 4 7 'S2 9 ° 26 '2 5 "E 2 6 3 . 3 0 ' S68°02'1 9 " W 69.13' R =5 50 .00 'L =1 2 5.2 7 'S16°23'26"E264.39' S68°02'1 9 " W 65.04' R =5 5 0 .0 0 'L =1 2 5 .2 7 'S8°45'23"E266.46' N85°29'04"W 45.00' S68°02' 1 9 " W 47.24' R =5 5 0 .0 0' L =7 3 .2 8 'N81°14'37"E 51.84'S8°45'23"E290.05'N85°29'04"W 102.74' N81°14'37"E 100.00'S8°45'23"E313.64' N85°29'04"W 102.74' N81°14'37"E 100.00' N81°14'37"E 100.00'R=475.L=113.0R=475.00'L=51.16'S39°00'38"W73.91'N5 0 ° 5 9 ' 2 2 " W 29 8 . 1 3 'S39°00'38"W 44.10'R=2 5 .00'L=2 1 .0 3'R =5 0 .0 0 'L=4 2 .0 5 ' N5 0 ° 5 9 ' 2 2 " W 19 1 . 6 5 'N0°09'46"W128.99'R=50.00'L=67.78'S51°1 2' 01" W219.40'N5°00'13"E257.35'N0°09'46"W64.46'S12°00'08"E231.02' S56°5 0' 2 8" W 247.0 0'N14°20'08"W80.95 'N14°20'51"W168.07 ' R=50.00'L=55.27' S56°5 0' 2 8" W 290.7 7' R =50.00'L=76.08'R=25.00'L=21.03'N39°00'38"E44.10'S5 0 ° 5 9 ' 2 2 " E 28 2 . 4 6 ' S5 3 ° 5 0 ' 1 7 " E 30 4 . 5 8 'S21°24'15"W26.18'S56°5 0' 2 8" W 94.73'N39°00'38"E73.91'R=525.00'L=26.10'S21°24'15"W157.65'R=525.00'L=100.15'S64° 4 6 ' 0 5 " E 279.0 0 'S21°24'15"W103.19'R=5L=5S83°40'04"W 65.89' S83°40'04"W 40.00' S83°40'04"W 29.54' S83°40'04"W 25.15'S11°12'46"E0.04'N89°56'20"W 38.66' N89°55'36"W 34.73' N89°56'20"W 65.27' N89°55'36"W 100.00' N89°55'36"W 56.56' N89°55'36"W 43.44' N89°55'36"W 100.00' N89°55'36"W 96.98' N89°55'36"W 3.02' N89°55'36"W 95.78' N89°55'36"W 4.22' S80°10'57"W 22.43' N89°55'36"W 72.49' N89°55'36"W 5.41'S80°10'57"W 95.56' S80°10'57"W 5.94'N8°45'23"W270.08' S81°14'37"W 100.00'N8°45'23"W280.69 ' S81°14'37"W 100.00'N8°45'23"W296.22' R =6 0 0 .0 0 'L =1 0 0 .12 'N18°19'00"W349.44 'S8°45'23"E311.75' R =6 0 0 .0 0 'L =1 0 0 .1 2 'N27°5 0 ' 07 "W419 .7 6 ' R =600.00'L =246 .9 1'S38°32'42"W 169.54'R=600.00'L=330.57'N83°01'18"W 200.20'N37°26'20"E293.62'N38°31'47"E393.49'N0°05'16"W396.25'S81°14'37"W 100.00' SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-114 MASTER LOT MAP - BJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-114 MASTER LOT MAP - B W E SNAD83 NAD831"=250' 0 25062.5125250 273 50361 SF. 1.16 AC. 345 30361 SF. 0.70 AC. 344 26491 SF. 0.61 AC. 219 37458 SF. 0.86 AC. 218 36243 SF. 0.83 AC. 217 34498 SF. 0.79 AC. 216 32690 SF. 0.75 AC. 215 30016 SF. 0.69 AC. 214 38634 SF. 0.89 AC. 213 78973 SF. 1.81 AC. 212 27286 SF. 0.63 AC.211 27101 SF. 0.62 AC.210 27362 SF. 0.63 AC. 261 70147 SF. 1.61 AC. 260 70133 SF. 1.61 AC. 259 20000 SF. 0.46 AC. 258 20866 SF. 0.48 AC. 267 80404 SF. 1.85 AC. 268 46845 SF. 1.08 AC. 266 36462 SF. 0.84 AC. 262 20000 SF. 0.46 AC. 263 20866 SF. 0.48 AC. 265 20337 SF. 0.47 AC. 264 22787 SF. 0.52 AC. 269 20013 SF. 0.46 AC. 272 41036 SF. 0.94 AC. 271 35434 SF. 0.81 AC. 347 54306 SF. 1.25 AC. 348 22900 SF. 0.53 AC. 270 20022 SF. 0.46 AC. 346 37386 SF. 0.86 AC. S88°28'21"E S1°31'39"W100.00'N4°16'50"W13.77'N4°16'50"W86.75'S88°28'21"E 270.00'R=50.00'L=24.43'S1°31'39"W38.09'N21°15'51"E185.77'S60 ° 2 8 ' 3 4 " E 241. 3 6 ' R =5 0 .0 0' L =8 3 .6 6 ' N73°23'50 " E 331.22'S0°13'44"E142.62'S32°54'19"W65.33'S1°30'44"W323.88'N88°28'21"W 194.59'R=50.00'L=75.16'N73°23'50 " E 189.72'S1°30'44"W100.00'237.92'N1°31'39"E47.54'R=35.00'L=40.12'R =5 0.00'L =3 1.14'=3 2 5 .0 0 'R =32 5.0 0'L =104 .1 2'R=325.00'L=104.12'S63 ° 4 9 ' 2 7 " E 335. 4 7 'R=325.00'L=104.12'S82°17'32"E 201.10' N73°23'50 " E 138.14'S4°41'22"W267.91'R=325.00'L=17.67'N4°42'18"E124.09'N64°42' 1 8 " E 231.25'S4°41'22"W119.07'N4°42'18"E209.47'N4°42'18"E25.35'S85°15'31"E 200.24'S4°41'22"W100.00'N4°42'18"E100.00'S85°17'42"E 0.20'S85°15'31"E 200.01'S4°41'22"W100.00'N85°15'31"W 0.20'N4°42'18"E90.18'R=25.00'L=10.09'S85°15'31"E 198.17'S4°41'22"W398.32'R=25.00 'L=10.94 'R=50.00'L=92.16'N37°17'33"E367.90'R =5 0.00' L =6 3.68' N 3 5 ° 3 9 ' 1 4 "W 3 6 0 . 1 3 ' S89°56'20"E 492.30'S4°41'22"W0.26'R=50.00'L=43.30'N85°17'42"W 190.30'N0°04'35"E313.53'R=50.00 'L=42.05' R = 2 5.00'L = 2 1.03'S4°42'18"W44.10'N85°17'42"W 207.21'N0°04'35"E83.62'N0°04'35"E16.71'S4°42'18"W81.94'R=2 5.00'L =3 7.25'N89°55'25"W 175.00'N0°04'35"E105.00'N0°04'35"E16.38'S4°42'18"W218.72'S73°39'29 " W 142.94'N0°04'35"E285.42'S89°55'25"E 129.84' R=2 5. 0 0' L=4 1. 2 9'S73°39'29 " W 104.25'N0°04'35"E314.89'S89°55'25"E 100.00' S73°39'29 " W 34.07' S80°10'57"W 65.37' S80°10'57"W 2.96'N0°04'35"E336.26'S89°55'25"E 100.00' S80°10'57"W 97.06' S80°10'57"W 4.45'N0°04'35"E353.70'S89°55'25"E 100.00' N89°55'25"W 175.00'R=2 5.00'L=3 9.27'N0°04'35"E80.00'S89°55'25"E 200.00'N0°04'35"E100.00'S89°55'25"E 200.00'R=25.00'L=21.03'R =50.00' L = 1 20.59'N0°04'35"E224.27'S89°56'20"E 225.00'R=50.00'L=120.59'R = 2 5.00'L= 2 1.03'N89°55'25"W 200.00' S89°56'20"E 225.00'S0°04'35"W100.00'N89°55'25"W 200.00'S0°04'35"W80.00'R =25.00'L =39.27'N89°55'25"W 175.00'S0°04'35"W371.15'S80°10'57"W 22.43' N89°55'36"W 72.49' S89°55'25"E 100.00' S80°10'57"W 95.56' S80°10'57"W 5.94' S89°55'25"E 100.00'R=275.00'L=367.36'S81°14'37"W 52.51'N8°45'23"W273.79'S4°42'18"W104.00'S81°14'37"W 100.00'N8°45'23"W271.94'S81°14'37"W 100.00'N8°45'23"W270.08' SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-115 MASTER LOT MAP - CJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . 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IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-116 MASTER LOT MAP - D W E SNAD83 NAD831"=250' 0 25062.5125250 334 41554 SF. 0.95 AC.360 27937 SF. 0.64 AC. 361 29315 SF. 0.67 AC. 362 30927 SF. 0.71 AC. 363 32779 SF. 0.75 AC. 331 43592 SF. 1.00 AC. 332 42552 SF. 0.98 AC. 333 41993 SF. 0.96 AC. 366 65290 SF. 1.50 AC. 365 47369 SF. 1.09 AC. 364 86528 SF. 1.99 AC. 330 26865 SF. 0.62 AC. 329 69936 SF. 1.61 AC. 368 64008 SF. 1.47 AC. 369 58670 SF. 1.35 AC. 367 64576 SF. 1.48 AC. 370 20124 SF. 0.46 AC. 371 20023 SF. 0.46 AC. 372 25704 SF. 0.59 AC.S8°09'12"E209.82'S69°59'1 8 " W 266.83' S70°31'5 6 " W 92.16'N0°16'29"W128.92'N50°17'19" E 341.77'R=50.00'L=51.00' S69°59'1 8 " W 449.85'R=50.00'L=112.78'S71°47 ' 1 8 " E 448.13'R=50.00'L=51.00'N0°16'29"W322.39'N0°16'29"W55.16'S71°3 3 ' 0 5 " E 277.93'R=4975.00'L=24.51'S1°30'44"W157.73'S69°59'1 8 " W 1.28'R=35.00'L=39.86'R=5025.00'L=108.35'S73°23 ' 0 5 " E 426.37'S1°30'44"W125.33'R=5025.00'L=85.28'R=25 .0 0 'L=39 .0 0 ' S74°58' 5 2 " E 370.29'R=4975.00'L=140.32'N72°4 2 ' 3 1 " W 129.50'N17°17'29"E140.50'R=470.00' L=102.40'R= 2 5 .00'L=4 1 .74'N0°16'29"W134.51'N74°52'20" E 114.84' R =4 7 0 .0 0' L=10 3 .81' S74°52'20" W 176.97' R =53 0.0 0' L =14 8.9 7' S74°52'20" W 220.70'N16°55'43"E54.50'N16°55'43"E231.22'S88°28'21"E 280.54'S0°58'34"W190.00'R=4975.00'L=101.60'N88°28'21"W 160.00'N16°55'43"E103.72'S88°28'21"E 430.96'R=4975.00'L=101.25'N16°55'43"E82.34'N11°15'44"E20.92'S88°28'21"E 421.44'R=4975.00'L=100.95'N11°15'44"E101.46'S88°28'21"E 418.08'R=4975.00'L=100.69'N11°15'44"E101.46'S88°28'21"E 412.66' N82°34'40"W 266.20'S1°30'44"W106.09'N81°26'15"W 278.17'R=5025.00'L=100.00'S1°30'44"W106.62'N80°17'51"W 292.31'R=5025.00'L=100.00'S1°30'44"W107.23'N79°09'26"W 308.64'R=5025.00'L=100.00'S1°30'44"W107.93'N78°01'01" W 327.20'R=5025.00'L=100.00'S1°30'44"W260.67'N74°58'5 2 " W 355.87'R=25.00'L=39 .0 0'R=5025.00'L=211.52'R=4975.00'L=181.99'R=2 5 .00'L =3 7 .79'R=530.00'L=92.80' SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-117 MASTER LOT MAP - EJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-117 MASTER LOT MAP - E W E SNAD83 NAD831"=250' 0 25062.5125250 LOD LOD LODLOD LOD LOD LODLODLODLODLOD LODLODLOD LOD LODLODLOD LODLOD LODLODLOD LOD LOD LODLOD LODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLO D LODLODLODLODLODLODSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SFS F SFSF SF SF SFS F SFSFSF SF SFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFA B G CDEFHIKNMLW E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-200 OVERALL DEMO & PH 1 EROSION PLANJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-200 OVERALL DEMO & PH 1 EROSION PLAN OAP-0 1"=200' 0 20050100200 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LODLOD LODKINGWOOD COURTEXECU T I V E D R I V E WETLANDS AREA 848,034 SF OR 19.47 AC.SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF DRAINAGE AREA #1 ±0.81 AC DIST. AREA TO ±482 LF SF PROP. CLEAN WATER DIVERSION #1 ACF DOUBLE STRAW LINED PROP. CONC. WASHOUT PROP. CONSTR. ENTRANCE 52. 5 '37'A W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-201 DEMO & PHASE I EROSION CONTROL PLAN - AJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-201 DEMO & PHASE I EROSION CONTROL PLAN - A OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-202DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTACKETT COURTEXECU T I V E D R I V ETRAVELERS WAYSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFDRAINAGE AREA #2 ±1.87 AC DIST. AREA TO ±873 LF SF DRAINAGE AREA #3 ±0.71 AC DIST. AREA TO ±482 LF SF PROP. CLEAN WATER DIVERSION #2 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #3 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #4 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLETB W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-202 DEMO & PHASE I EROSION CONTROL PLAN - BJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-202 DEMO & PHASE I EROSION CONTROL PLAN - B OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-201DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. S69°59'18"W 717 .95 'LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODTACK E T T C O U R T EXECUTIVE DRIVETRAVE L E R S W A YSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #2 ±1.87 AC DIST. AREA TO ±873 LF SF DRAINAGE AREA #3 ±0.71 AC DIST. AREA TO ±482 LF SF DRAINAGE AREA #4 ±2.52 AC DIST. AREA TO ±2,100 LF SF DRAINAGE AREA #5 ±0.50 AC DIST. AREA TO ±842 LF SF PROP. CLEAN WATER DIVERSION #3 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #2 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. CLEAN WATER DIVERSION #3 ACF DOUBLE STRAW LINED BC WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-203 DEMO & PHASE I EROSION CONTROL PLAN - CJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-203 DEMO & PHASE I EROSION CONTROL PLAN - C OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-204DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY 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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #4 ±2.52 AC DIST. AREA TO ±2,100 LF SF DRAINAGE AREA #5 ±0.50 AC DIST. AREA TO ±842 LF SF PROP. CLEAN WATER DIVERSION #5 ACF DOUBLE STRAW LINED WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-204 DEMO & PHASE I EROSION CONTROL PLAN - DJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-204 DEMO & PHASE I EROSION CONTROL PLAN - D OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-205MATCHLINE - SHEETC-203DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. N73°23'50"E 659.07 ' N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY WETLANDS AREA 848,034 SF OR 19.47 AC. 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 SFSFSFSFSFS F SFSFSFDRAINAGE AREA #4 ±2.52 AC DIST. AREA TO ±2,100 LF SF PROP. CLEAN WATER DIVERSION #5 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #6 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-205 DEMO & PHASE I EROSION CONTROL PLAN - EJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-205 DEMO & PHASE I EROSION CONTROL PLAN - E OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-204DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D HOPELAND DRIVE WETLANDS AREA 848,034 SF OR 19.47 AC. AREA 427,379 SF OR 9.81 AC.9.8 1 A C .SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSF SF SF SF SF SFSF 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 S F SF SF SF SF DRAINAGE AREA #6 ±2.91 AC DIST. AREA TO ±2,350 LF SF PROP. CLEAN WATER DIVERSION #7 ACF DOUBLE STRAW LINED PROP. INLET PROTECTION (TYP.) PROP. CONC. WASHOUT PROP. CONSTR. ENTRANCE 51.2' 29 'WE SNAD83NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-206 DEMO & PHASE I EROSION CONTROL PLAN - FJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-206 DEMO & PHASE I EROSION CONTROL PLAN - F OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-207DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD L O D LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODHOPELAND DR I V E WETLANDSAREA427,379 SFOR9.81 AC.WETLANDS AREA 427,379 SF OR 9.81 AC. SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #6 ±2.91 AC DIST. AREA TO ±2,350 LF SF DRAINAGE AREA #7±0.25 AC DIST. AREA TO ±280 LF SFPROP. CLEAN WATER DIVERSION #7 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #8 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. CLEAN WATER DIVERSION #8ACF DOUBLE STRAW LINEDW E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-207 DEMO & PHASE I EROSION CONTROL PLAN - GJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-207 DEMO & PHASE I EROSION CONTROL PLAN - G OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-206M A T C H L I N E - S H E E T C- 2 0 8 DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLODLO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODHOPELAND DRIVERAMSHEAD ROADWETLANDS AREA 17,139 SF OR 0.39 AC. WETLANDS AREA 427,379 SF OR 9.81 AC. S F SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #7 ±0.25 AC DIST. AREA TO ±280 LF SF DRAINAGE AREA #8 ±0.78 AC DIST. AREA TO ±280 LF SF DRAINAGE AREA #9 ±0.50 AC DIST. AREA TO ±550 LF SFDRAINAGE AREA #8±0.78 AC DIST. AREA TO ±280 LF SFPROP. CLEAN WATER DIVERSION #8ACF DOUBLE STRAW LINEDPROP. CLEAN WATER DIVERSION #9ACF DOUBLE STRAW LINEDPROP. CLEAN WATER DIVERSION #10ACF DOUBLE STRAW LINEDPROP. CLEAN WATER DIVERSION #8 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #9 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #10 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-208 DEMO & PHASE I EROSION CONTROL PLAN - HJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-208 DEMO & PHASE I EROSION CONTROL PLAN - H OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-207DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD HOPELAND DRIVERIDGEWOOD COURTRAMSHEAD ROADRAMSHEAD ROAD SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #8 ±0.78 AC DIST. AREA TO ±280 LF SF DRAINAGE AREA #10 ±5.01 AC DIST. AREA TO ±4,375 LF SF PROP. CLEAN WATER DIVERSION #9 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #10 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #11 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #14 ACF DOUBLE STRAW LINED WESNAD83NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-209 DEMO & PHASE I EROSION CONTROL PLAN - IJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-209 DEMO & PHASE I EROSION CONTROL PLAN - I OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-210DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. WESNAD83NAD83LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O DPAXTON PLACEPISGAH COURTRAMSHEAD ROADRAMSHEAD ROAD SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #10 ±5.01 AC DIST. AREA TO ±4,375 LF SF PROP. CLEAN WATER DIVERSION #11 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #12 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #13 ACF DOUBLE STRAW LINED MATCHLINE - SHEETC-211DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-210 DEMO & PHASE I EROSION CONTROL PLAN - JJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-210 DEMO & PHASE I EROSION CONTROL PLAN - J OAP-0 1"=40' 0 40102040MATCHLINE - SHEETC-209DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRAMSHEAD ROA D N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #10 ±5.01 AC DIST. AREA TO ±4,375 LF SF PROP. CLEAN WATER DIVERSION #11 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83NAD 83 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-211 DEMO & PHASE I EROSION CONTROL PLAN - KJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-211 DEMO & PHASE I EROSION CONTROL PLAN - K OAP-0MATCHLINE - SHEETC-2101"=40' 0 40102040 DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD PISGAH COURT RAMSHEAD ROADSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #10 ±5.01 AC DIST. AREA TO ±4,375 LF SF PROP. CLEAN WATER DIVERSION #12 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-212 DEMO & PHASE I EROSION CONTROL PLAN - LJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-212 DEMO & PHASE I EROSION CONTROL PLAN - L OAP-0 1"=40' 0 40102040 DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPAXTON PLACE RAMSHEAD ROADWETLANDS AREA 123,793 SF OR 2.84 AC.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #10 ±5.01 AC DIST. AREA TO ±4,375 LF SF PROP. CLEAN WATER DIVERSION #13 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-213 DEMO & PHASE I EROSION CONTROL PLAN - MJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-213 DEMO & PHASE I EROSION CONTROL PLAN - M OAP-0 1"=40' 0 40102040 DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. S89°56'20"E 1569.80'N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 ACLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRIDGEWOOD COURT RAMSHEAD ROADWETLANDS AREA 31,240 SF OR 0.72 AC.SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDRAINAGE AREA #10 ±5.01 AC DIST. AREA TO ±4,375 LF SF PROP. CLEAN WATER DIVERSION #14 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OAP-0----->LAYOUT: C-214 DEMO & PHASE I EROSION CONTROL PLAN - NJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-214 DEMO & PHASE I EROSION CONTROL PLAN - N OAP-0 1"=40' 0 40102040 DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1.OBTAIN A LAND DISTURBANCE PERMIT. 2.POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 3.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. 4.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, CONCRETE WASHOUT AREA, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS AND BERMS IMMEDIATELY AFTER CONSTRUCTION. 5.WHERE THERE IS EXISTING PAVEMENT, PAVEMENT TO BE REMOVED BEFORE THE REST OF THE SITE IS GRADED AND SILT FENCE TO BE INSTALLED IMMEDIATELY. 6.INSTALL SILT FENCE AROUND THE SITE AS SHOWN IN PHASE I. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 7.BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC ANNOTATION LEGEND: TBR:TO BE REMOVED TR:TO REMAIN TBRL:TO BE RELOCATED TBA:TO BE ABANDONED TBRP:TO BE REPLACED TBM:TO BE MODIFIED DEMOLITION NOTES: 1.THIS PLAN REFERENCES SURVEY AND INFORMATION BY: BOHLER ENGINEERING 4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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. 3.BOHLER ENGINEERING NC, PLLC HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. 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. 6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. 7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL "NORTH CAROLINA 811" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND DEPTH. 8.ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE. 9.COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. ALL UTILITIES TO BE DEMOLISHED SHALL BE TAKEN BACK TO R.O.W. 10.THE CRZ OF SPECIMEN TREES SHALL BE PROTECTED WITH 6- FOOT CHAIN LINK TREE SAVE FENCING SPACED 6 FEET ON CENTER WITH METAL SUPPORT POSTS AND TREE SAVE SIGNAGE. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING. 3 INCHES OF ORGANIC MULCH OVER THE CRZ AND AN ABOVE GROUND IRRIGATION SYSTEM. 11.TREE SAVE FENCE FOR THE ENTIRE SITE MUST BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE INSTALLATION OF EROSION CONTROL MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE TREE SAVE FENCING HAS BEEN INSPECTED AND APPROVED BY COMMUNITY DEVELOPMENT DIRECTOR. 12.ALL EXISTING TREES, SPECIMEN, AND NON-SPECIMEN, COUNTED FOR EDF CREDITS MUST BE FULLY PRESERVED DURING INDIVIDUAL LOT PERMITTING. LOD LOD LODLOD LOD LOD LODLODLODLODLOD LODLODLOD LOD LODLODLOD LODLOD LODLODLOD LOD LOD LODLOD LODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLO D LODLODLODLODLODLOD50'X50' BUILDING ENVELOPE 2,500 SF 50'X5 0 'BUILD I N G ENV E L O P E 2,50 0 S F 50'X50' BUILDING ENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUIL DI NG ENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDIN G ENVELOP E 2,500 SF 50'X50 ' BUILDI N G ENVEL O P E 2,500 S F 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE 2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X6 0 'BUIL D I N G ENVE L O P E 3,600 S F 60' X 6 0 ' BU I L D I N G E N V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOP E 3,600 SF 60'X60'BUILDI N G ENVELOP E3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 50'X50'BUILDINGENVELOPE 2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60' X 6 0 ' BUI L D I N G ENV E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 6 0 ' X 6 0 ' BU I L D I N G E N V E LO P E 3, 6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDI N G ENVELO P E 3,600 S F 60 ' X 6 0 ' BU I L D I N G E N V E LO P E 3, 6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60 'BUILD I N G ENVEL O P E 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDI NG ENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDI N G ENVELO P E 3,600 S F 50'X50' BUILDING ENVELOPE 2,500 SF 60'X6 0' BUILDIN G ENVE L OPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE3,600 SF 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X6 0' BUILDI N G ENVEL OPE 3,600 S F 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELO P E 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDIN G ENVELOP E 3,600 SF 60'X60' BUILDIN G ENVEL O P E 3,600 S F 60'X60'BUILDING ENVELOPE3,600 SF 60'X 6 0'BUILDIN G ENVELOPE3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 SF 60'X60'BUILDING ENVEL OPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50' BUILDING ENVELOPE 2,500 SF 50'X50' BUILDING ENVELOPE 2,500 SF 60'X60'BUILDIN GENVELO P E 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF SFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SFS F SFSF SF SF SFS F SFSFSF SF SFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFA B G CDEFHIKNMLW E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-300 OVERALL PH2 EROSION PLANJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-300 OVERALL PH2 EROSION PLAN OBP-0 1"=200' 0 20050100200 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LODLOD LODKINGWOOD COURTEXECU T I V E D R I V E WETLANDS AREA 848,034 SF OR 19.47 AC. 31 5 315320325 314 3143 1 6317318319321322323324326327328329 BUILDING ENVELOP E PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 9.0 FT W1 = 4.5 FT W2 = 14.9 FT d50 = 8 IN T = 12 IN PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS II L = 40.0 FT W1 = 12.0 FT W2 = 58.2 FT d50 = 14 IN T = 21 IN SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROP. CLEAN WATER DIVERSION #1 ACF DOUBLE STRAW LINED PROP. CONC. WASHOUT PROP. CONSTR. ENTRANCE 52. 5 '37'W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-301 SITE & PHASE II EROSION CONTROL PLAN - AJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-301 SITE & PHASE II EROSION CONTROL PLAN - A OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-302EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTACKETT COURTEXECU T I V E D R I V ETRAVELERS WAY3203203253253163173173 1 8 31831 9 319321321322322323323324324326326327327328 328 330330 3 2 8 328 329 3 2 9 50'X50' BUILDING ENVELOP E 2,500 SF 60'X60' BUILDIN G ENVELO P E 3,600 SF ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDIN G ENVELO P E 3,600 S F 50'X50 ' BUILDI N G ENVEL O P E 2,500 S F PROP 35 ' F R O N T S E T B A C K PROP 25'' REAR SETBACKPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS A L = 5.0 FT W1 = 3.8 FT W2 = 9.5 FT d50 = 4 IN T = 6 IN SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFPROP. CLEAN WATER DIVERSION #2 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #3 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #4 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-302 SITE & PHASE II EROSION CONTROL PLAN - BJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-302 SITE & PHASE II EROSION CONTROL PLAN - B OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-301CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). S69°59'18"W 717 .95 'LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODTACK E T T C O U R T EXECUTIVE DRIVETRAVE L E R S W A Y 320 325 319 321 322 323 324 326 327 3 2 8 325330 33033032632732832832832932932933133133133233350'X50 'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SFPROP 35' F R O N T S E T B A C KSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #3 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #2 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. CLEAN WATER DIVERSION #3 ACF DOUBLE STRAW LINED WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-303 SITE & PHASE II EROSION CONTROL PLAN - CJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-303 SITE & PHASE II EROSION CONTROL PLAN - C OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-304CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY 300305310315320325 297298299301302303304306307308309311312313314316 317 318319321322323324 50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFSF 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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #5 ACF DOUBLE STRAW LINED WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-304 SITE & PHASE II EROSION CONTROL PLAN - DJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-304 SITE & PHASE II EROSION CONTROL PLAN - D OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-305MATCHLINE - SHEETC-303CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). N73°23'50"E 659.07 ' N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY WETLANDS AREA 848,034 SF OR 19.47 AC.2752802852902952 7 4276277278279281282283284286287288289291292293294296 27 5 50'X 5 0 ' BUIL D I N G ENV E L O P E 2,50 0 S F50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFBUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS I L = 16.0 FT W1 = 6.0 FT W2 = 24.5 FT d50 = 10 IN T = 15 IN 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 SFSFSFSFSFS F SFSFSFPROP. CLEAN WATER DIVERSION #5 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #6 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-305 SITE & PHASE II EROSION CONTROL PLAN - EJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-305 SITE & PHASE II EROSION CONTROL PLAN - E OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-304CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D HOPELAND DRIVE WETLANDS AREA 848,034 SF OR 19.47 AC. AREA 427,379 SF OR 9.81 AC.9.8 1 A C . 305310315320325330335340 302 303 304 306 3073083093113123133143163173183193213223233243263273283293 31 33233333433633733833934134234360' X 6 0 ' BU I L D I N G EN V E L O P E 3, 6 0 0 S F 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X6 0 ' BUIL D I N G ENVE L O P E 3,60 0 S F 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X 6 0 ' BUIL D I N G ENV E L O P E 3,60 0 S F 60 ' X 6 0 ' B U I L D I N G EN V E L O P E 3, 6 0 0 S F 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 S F 50 ' X 5 0 ' B U I L D I N G EN V E L O P E 2, 5 0 0 S F EN V E L O P E 2, 5 0 0 S FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSF SF SF SF SF SFSF 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 S F SF SF SF SF PROP. CLEAN WATER DIVERSION #7 ACF DOUBLE STRAW LINED PROP. INLET PROTECTION (TYP.) PROP. CONC. WASHOUT PROP. CONSTR. ENTRANCE 51.2' 29 'WE SNAD83NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-306 SITE & PHASE II EROSION CONTROL PLAN - FJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-306 SITE & PHASE II EROSION CONTROL PLAN - F OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-307CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD L O D LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODHOPELAND DR I V E WETLANDSAREA427,379 SFOR9.81 AC.WETLANDS AREA 427,379 SF OR 9.81 AC. 280 2852902953002 7 7 27 8 279 281282 283 284 28628728828929129229329429629729829930130230360'X60' BUILDI N G ENVEL O P E 3,600 S F60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' 60'X60' BUILDING ENVELOPE 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60'BUIL DI N G ENVEL OPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50' BUILDING ENVELOPE 2,500 SF 50'X50' BUILDING ENVELOPE 2,500 SF PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 9.0 FT W1 = 4.5 FT W2 = 14.9 FT d50 = 8 IN T = 12 IN SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #7 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #8 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. CLEAN WATER DIVERSION #8ACF DOUBLE STRAW LINEDW E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-307 SITE & PHASE II EROSION CONTROL PLAN - GJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-307 SITE & PHASE II EROSION CONTROL PLAN - G OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-306M A T C H L I N E - S H E E T C- 3 0 8 CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLODLO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODHOPELAND DRIVERAMSHEAD ROADWETLANDS AREA 17,139 SF OR 0.39 AC. WETLANDS AREA 427,379 SF OR 9.81 AC. 2 7 5275280274 27 4 27 6276276277 277 2 77 2 7 8 278 2 7 8279281282279 276280 278 279 281 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF6 0 ' X 6 0 ' 60 ' X 6 0 ' B U I L D I N G EN V E L O P E 3, 6 0 0 S F 60'X60' BUILDI N G ENVEL O P E 3,600 S F 60'X60' BUILDING ENVELOPE 3,600 SF PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 IN PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS I L = 40.0 FT W1 = 15.0 FT W2 = 61.2 FT d50 = 10 IN T = 15 IN S F SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #8 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #9 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #10 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-308 SITE & PHASE II EROSION CONTROL PLAN - HJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-308 SITE & PHASE II EROSION CONTROL PLAN - H OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-307CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD HOPELAND DRIVERIDGEWOOD COURTRAMSHEAD ROADRAMSHEAD ROAD 275 274276 277 278 278 2792 8 0 28 5 29 0 2 7 8 2 7 9 2 8 1 2 8 2 2 8 3 2 8 4 28 6 28 7 28 8 28 9 291 292 293 285 281 282 283 284286 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFENVELOPE3,600 SFENVELOPE3,600 SFENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #9 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #10 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #11 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #14 ACF DOUBLE STRAW LINED WESNAD83NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-309 SITE & PHASE II EROSION CONTROL PLAN - IJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-309 SITE & PHASE II EROSION CONTROL PLAN - I OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-310CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WESNAD83NAD83LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O DPAXTON PLACEPISGAH COURTRAMSHEAD ROADRAMSHEAD ROAD 2 9 5 300305310 315 29 4 2 9 6 297 29829930130230330430630730 8 309 311 312 313 314 316 305 302 303 304 306 307 30 8 29 0 28 9 291 29 2293 50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SFBUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #11 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #12 ACF DOUBLE STRAW LINED PROP. CLEAN WATER DIVERSION #13 ACF DOUBLE STRAW LINED MATCHLINE - SHEETC-311DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-310 SITE & PHASE II EROSION CONTROL PLAN - JJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-310 SITE & PHASE II EROSION CONTROL PLAN - J OBP-0 1"=40' 0 40102040MATCHLINE - SHEETC-309CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRAMSHEAD ROA D N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC 3153 20 3253 3 0 33 5 34 0 3 1 1 31 2 313314316317318 319 32132232332432632 7 32 8 32 9 33133233333433 6 337 3 3 8 3 3 9 34 1 342 BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPESF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #11 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83NAD 83 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-311 SITE & PHASE II EROSION CONTROL PLAN - KJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-311 SITE & PHASE II EROSION CONTROL PLAN - K OBP-0MATCHLINE - SHEETC-3101"=40' 0 40102040 CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD PISGAH COURT RAMSHEAD ROAD305310 304 306 30 7 3083093113 0 0 30530130230330430630730830060' X 6 0 ' BUI L D I N G EN V E L O P E 3,6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 INSFSFSFSF SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #12 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-312 SITE & PHASE II EROSION CONTROL PLAN - LJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-312 SITE & PHASE II EROSION CONTROL PLAN - L OBP-0 1"=40' 0 40102040 CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPAXTON PLACE RAMSHEAD ROADWETLANDS AREA 123,793 SF OR 2.84 AC. 295 300 2 9 1 2 9 2 2 9 3 294296 297 298 299 29028628728828929129229350'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60 'BUI LD INGENVE LOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 INSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #13 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-313 SITE & PHASE II EROSION CONTROL PLAN - MJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-313 SITE & PHASE II EROSION CONTROL PLAN - M OBP-0 1"=40' 0 40102040 CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). S89°56'20"E 1569.80'N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 ACLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRIDGEWOOD COURT RAMSHEAD ROADWETLANDS AREA 31,240 SF OR 0.72 AC.28529028628728828927528028527627727827928128228328428660'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60 ' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 IN SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. CLEAN WATER DIVERSION #14 ACF DOUBLE STRAW LINED PROP. SILT FENCE OUTLET WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-OBP-0----->LAYOUT: C-314 SITE & PHASE II EROSION CONTROL PLAN - NJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-314 SITE & PHASE II EROSION CONTROL PLAN - N OBP-0 1"=40' 0 40102040 CURB AND GUTTER SPILL CURB TRANSITION CURB DEPRESSED CURB AND GUTTER X SITE LEGEND X CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS EROSION CONTROL LEGEND LIMIT OF TRIBUTARY AREAS SILT FENCE LIMITS OF DISTURBANCE SF SF LOD LOD PROP. CONSTR. ENTRANCE COMPOST FILTER SOCK TEMPORARY SOIL STOCKPILE INLET PROTECTION BAFFLE HAY BALE CHECK DAMS DIVERSION DITCH SUPER SILT FENCESSFSSF SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 2.CLEAR AND GRUB SITE TO THE EXTENT POSSIBLE THAT MINIMIZES THE AMOUNT OF AREA DISTURBED AT ANY GIVEN TIME. 3.BRING SITE TO FINAL GRADE AND INSTALL DRAINAGE PIPES AS SHOWN IN THE PHASE II SEDIMENT AND EROSION CONTROL PLANS. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS, OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION ACTIVITIES. 4.TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 6.REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS, ETC. AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 7.CONTRACTOR SHALL NOT DEMOBILIZE FROM SITE UNTIL ENTIRE SITE HAS BEEN FULLY STABILIZED. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SITE NOTES 1.OWNER / EQUITABLE DEVELOPER / APPLICANT: OAKMONT DEVELOPMENT PARTNERS, LLC. 5112 PINE BIRCH DRIVE RALEIGH, NC 27606 PHONE: (919) 793-5237 CONTACT: PAT MCKEE EMAIL: PAT@MCKEEHOMESNC.COM 2.ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT. 3.ZONING DATA: PARCEL ID: 0507-53-6396.0000 TOTAL PARCEL AREA: 325.12 AC (INCLUDES LOT PREVIOUSLY SUBVIDIDED DURING PHASE I AND PHASE II.) EXISTING ZONING: RA-20R (RESIDENTIAL/ AGRICULTURAL DISTRICT) EXISTING USE: UNDEVELOPED PROPOSED USE: SINGLE FAMILY HOMES 4.THIS PLAN IS BASED ON THE FOLLOWING: BOUNDARY AND TOPOGRAPHIC SURVEY BOHLER ENGINEERING4130 PARKLAKE AVE, SUITE 130 RALEIGH, NC 27612 FIELD DATED: 10/21/2020 5.THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE CONSTRUCTION OF ±9,430 LF OF NEW ROADWAYS EXTENDING FROM THE EXISTING TERMINUSES OF EXECUTIVE DRIVE AND HOPELAND DRIVE. AN ASSOCIATED WATER DISTRIBUTION SYSTEM AND STORMWATER DRAINAGE SYSTEM ARE ALSO PROPOSED ON THESITE. 6.NO GRADING IS DONE WITHIN THE 100-YEAR FLOODPLAIN ELEVATION. 7.ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LODLO D LODLOD LOD LOD LODLODLODLODLOD LODLODLOD LOD LODLODLOD LODLOD LODLODLOD LOD LOD LODLOD LODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLO D LODLODLODLODLODLOD50'X50' BUILDING ENVELOPE 2,500 SF 50'X5 0 'BUIL D I N GENVE L O P E 2,50 0 S F 50'X50' BUILDING ENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDIN G ENVELOPE2,500 SF 50'X50'BUILDING ENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50' BUILDI NG ENVELOPE2,500 SF 50'X50' BUILDI N G ENVEL O P E 2,500 S F 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X6 0 'BUILDI N GENVE L O P E 3,600 S F 60' X 6 0 ' BU I L D I N G EN V E L O P E 3, 6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOP E 3,600 SF 60'X60'BUILDIN GENVELOP E 3,600 S F 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 50'X50'BUILDINGENVELOP E 2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60' X 6 0 ' BUI L D I N G ENV E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60' X 6 0 ' B U I L D IN G E N V E LO P E 3, 6 0 0 S F60'X60'BUILDIN G ENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDIN G ENVELO P E 3,600 SF 6 0 ' X 6 0 ' BU I L D I N G E NV E LO P E 3, 6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDINGENVELOPE 3,600 SF 60'X6 0 'BUILDI N GENVELO P E 3,600 S F 60'X60'BUILDING ENVEL OPE 3,600 SF60'X60'BUILDING ENVEL OPE 3,600 SF60'X60'BUILDI NG ENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDI N G ENVELO P E 3,600 S F 50'X50' BUILDING ENVELOPE2,500 SF 60'X60'BUILDI NG ENVELO PE 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDINGENVELOPE 3,600 SF 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDI NG ENVEL O P E 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELO P E 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELO P E 3,600 SF 60'X60 ' BUILDI N G ENVEL O P E 3,600 S F 60'X60'BUILDING ENVELOPE3,600 SF60'X60'BUILDI NG ENVEL OPE 3,600 SF 60'X6 0' BUILD I N G ENVELO P E 3,600 S F 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDI N G ENVELOP E 3,600 S F 60'X60'BUILDING ENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50' BUILDING ENVELOPE 2,500 SF 50'X50' BUILDING ENVELOPE 2,500 SF 60'X60'BUILDIN GENVELO P E 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF A B G CDEFHIKJNMLW E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-400 OVERALL GRADING AND DRAINAGE PLANJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-400 OVERALL GRADING AND DRAINAGE PLAN GDP-0 1"=200' 0 20050100200 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LODLOD LODKINGWOOD COURTEXECU T I V E D R I V E WETLANDS AREA 848,034 SF OR 19.47 AC. BUILDING ENVELOP E PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 9.0 FT W1 = 4.5 FT W2 = 14.9 FT d50 = 8 IN T = 12 IN PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS II L = 40.0 FT W1 = 12.0 FT W2 = 58.2 FT d50 = 14 IN T = 21 IN -0 + 0 0 1+0 0 2+00 3+00 4+00 5+00 6+00 0+5 0 1+0 0 1+50 2+50 3+50 4+50 5+50 6+50 315320325314314 316317318319321322323324326 327 328 329 STM A-22 STM A-23 STM A-21.1 STM A-21 STM A-20 STM A-20.1 STM A-10 259.48' - 18" RCP @ 2.00% 35.53' - 18" RCP @ 4.00% 37.00' - 15" RCP @ 1.50% 187.77' - 15" RCP @ 3.50% 141.97' - 15" RCP @ 2.00% 37.00' - 15" RCP @ 1.50% 37.00' - 15" RCP @ 4.50% W E SNAD83 NAD83DATUM ELEV 305.00 310 320 330 340 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 -4.00 % 1.50% PVI STA = 4+48.19 PVI ELEV = 312.07 A.D. = 5.50% K = 50.00 275.00' VC BVCS: 3+10.69BVCE: 317.57EVCS: 5+85.69EVCE: 314.13SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL EXECUTIVE DRIVE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-401 GRADING AND DRAINAGE PLAN - AJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-401 GRADING AND DRAINAGE PLAN - A GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-402MATCHLINE - SHEETC-402GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTACKETT COURTEXECU T I V E D R I V ETRAVELERS WAY50'X50' BUILDING ENVELOP E 2,500 SF 60'X60' BUILDIN G ENVELO P E 3,600 S F ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDIN G ENVELO P E 3,600 S F 50'X50 ' BUILDI N G ENVEL O P E 2,500 S F PROP 35 ' F R O N T S E T B A C K PROP 25'' REAR SETBACKPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS A L = 5.0 FT W1 = 3.8 FT W2 = 9.5 FT d50 = 4 IN T = 6 IN 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+86.0 1 6+50 7+50 8+50 9+50 10+50 11+50 12+50 13+50 1+002+003+001+502+503+50315 32032032532531 6 3 1 7 3173 1 8 31831 9 3193213213223223233233243243263263273273 2 8 328 330330 3 2 8 328 329 3 2 9 STM A-41 STM A-50 STM A-60 STM A-40 STM C-30 STM C-20 STM A-31 STM A-30 STM C-10 29.05' - 15" RCP @ 1.50% 67.39' - 15" RCP @ 2.50% 174.28' - 15" RCP @ 4.50%37.28' - 15" RCP @ 1.50% 57.47' - 15" RCP @ 4.00% 37.00' - 15" RCP @ 8.50% 33.34' - 15" RCP @ 1.00% W E SNAD83 NAD83310 320 330 340 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 -5.00 % 5.00% PVI STA = 10+78.73 PVI ELEV = 332.41 A.D. = -10.00% K = 30.00 300.00' VC BVCS: 9+28.73BVCE: 324.91EVCS: 12+28.73EVCE: 324.91PVI STA = 10+78.73 PVI ELEV = 332.41 A.D. = -10.00% K = 30.00 300.00' VC BVCS: 9+28.73BVCE: 324.91EVCS: 12+28.73EVCE: 324.91PVI STA = 7+67.76 PVI ELEV = 316.87 A.D. = 3.50% K = 50.00 175.00' VC BVCS: 6+80.26BVCE: 315.55EVCS: 8+55.26EVCE: 321.24SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL EXECUTIVE DRIVE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-402 GRADING AND DRAINAGE PLAN - BJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-402 GRADING AND DRAINAGE PLAN - B GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-401MATCHLINE - SHEETC-401GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODTACK E T T C O U R T EXECUTIVE DRIVETRAVE L E R S W A Y50'X50 'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SFPROP 35' F R O N T S E T B A C K8+009+0010+0011+008+509+5010+500+00 1+00 2+00 3+00 4+00 5+00 6+00 0+50 1+50 2+50 3+50 4+50 5+50 320 325 319 321 322 323 324 326 327 328 325330 330330326327328328328329329329331331331332333 STM A-41 STM A-50 STM A-60 STM A-40HP 334.04 29.05' - 15" RCP @ 1.50% 67.39' - 15" RCP @ 2.50% 174.28' - 15" RCP @ 4.50% 57.47' - 15" RCP @ 4.00%WESNAD83 NAD83320 330 340 -1.50% -4.50 % 3.00% 2.01%-2.01% -3.00% DATUM ELEV 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL TACKETT COURT + TRAVELERS WAY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-403 GRADING AND DRAINAGE PLAN - CJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-403 GRADING AND DRAINAGE PLAN - C GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-404MATCHLINE - SHEETC-404GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY 50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 6+50 7+50 8+50 9+50 10+50 11+50 12+50 13+50 14+50 300305310315320325 297298299301302303304306307308309311312313314316 317 318319321322323324STM D-80 STM D-70 STM D-61 STM D-60 STM D-51 STM D-5029.00' - 15" RCP @ 1.50% 299.09' -15" RCP@ 2.00% 299.09' -15" RCP@ 4.00% 284.74' -15" RCP@ 3.00% 29.00' - 15" RCP @ 1.50%29.00' - 15" RCP @ 1.50%WESNAD83 NAD83-1.50% -5.0 0 % PVI STA = 7+40.94 PVI ELEV = 318.85 A.D. = 3.00% K = 50.03 150.00' VC BVCS: 6+65.94BVCE: 322.22EVCS: 8+15.94EVCE: 317.72PVI STA = 13+75.79 PVI ELEV = 299.41 A.D. = 2.50% K = 50.00 125.00' VC BVCS: 13+13.29BVCE: 302.54EVCS: 14+38.29EVCE: 297.85PVI STA = 10+92.65 PVI ELEV = 313.57 A.D. = -3.50% K = 35.73 125.00' VC BVCS: 10+30.15BVCE: 314.51EVCS: 11+55.15EVCE: 310.446+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL TACKETT COURT + TRAVELERS WAY 290 300 310 320 330 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-404 GRADING AND DRAINAGE PLAN - DJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-404 GRADING AND DRAINAGE PLAN - D GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-405MATCHLINE - SHEETC-403MATCHLINE - SHEETC-405MATCHLINE - SHEETC-403GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC N73°23'50"E 659.07 ' N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY WETLANDS AREA 848,034 SF OR 19.47 AC. 50'X 5 0 ' BUIL D I N G ENV E L O P E 2,50 0 S F50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFBUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS I L = 16.0 FT W1 = 6.0 FT W2 = 24.5 FT d50 = 10 IN T = 15 IN 15+00 16+00 17+00 18+00 19+00 20+00 20+83.22 15+50 16+50 17+50 18+50 19+50 20+50 2752802852902952 7 4 27627727827928128228328428628728828929129229329429627 5 STM D-40 STM D-41 STM D-31 STM D-30 STM D-21 STM D-20 STM D-10 TC 275.60 BC 275.10 TC 275.11 BC 274.61 LP 274.29 400.00' -15" RCP@ 3.50% 29.00' - 15" RCP @ 4.50%29.00' - 18" RCP @ 2.00% 164.09' - 18" RCP @ 3.50% 54.32' - 15" RCP @ 5.00% 129.90' - 24" RCP @ 5.00%WESNAD83 NAD83280 290 300 310 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 -3.00% -2.50% -4.00 % PVI STA = 20+04.22 PVI ELEV = 278.44 A.D. = 1.00% K = 50.00 50.00' VC BVCS: 19+79.22BVCE: 279.44EVCS: 20+29.22EVCE: 277.69PVI STA = 16+53.40 PVI ELEV = 292.47 A.D. = -1.50% K = 33.33 50.00' VC BVCS: 16+28.40BVCE: 293.09EVCS: 16+78.40EVCE: 291.47SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL TACKETT COURT + TRAVELERS WAY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-405 GRADING AND DRAINAGE PLAN - EJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-405 GRADING AND DRAINAGE PLAN - E GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-404MATCHLINE - SHEETC-404GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D HOPELAND DRIVE WETLANDS AREA 848,034 SF OR 19.47 AC. AREA 427,379 SF OR 9.81 AC.9.8 1 A C . 60' X 6 0 ' BU I L D I N G EN V E L O P E 3, 6 0 0 S F 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X6 0 ' BUIL D I N G ENVE L O P E 3,60 0 S F 60'X60' BUILDIN G ENVELOP E 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X 6 0 ' BUIL D I N G ENV E L O P E 3,60 0 S F 60 ' X 6 0 ' B U I L D I N G EN V E L O P E 3, 6 0 0 S F 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 S F 50 ' X 5 0 ' B U I L D I N G EN V E L O P E 2, 5 0 0 S F EN V E L O P E 2, 5 0 0 S F 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0 0 9+ 0 0 10 + 0 0 0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+5 0 8+ 5 0 9+ 5 0 305310315320325330335340 302 303 304 306307308309311312313314316317318319321322323324326327328329331332333334336337338339341342 343STM E-80 STM E-70 STM E-60 STM E-50 STM E-51 STM E-40 29.00' - 15" RCP @ 1.50% 245.13' - 15" RCP @ 5.00% 165.04' - 15" RCP @ 5.50% 177.31' - 15" RCP @ 3.00% 29.00' - 15" RCP @ 1.50%WE SNAD83NAD83300 310 320 330 340 -5.00 % PVI STA = 7+76.00 PVI ELEV = 304.93 A.D. = 3.50% K = 49.98 175.00' VC BVCS: 6+88.50BVCE: 309.30EVCS: 8+63.50EVCE: 303.62DATUM ELEV 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL HOPELAND DRIVE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-406 GRADING AND DRAINAGE PLAN - FJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-406 GRADING AND DRAINAGE PLAN - F GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-407MATCHLINE - SHEETC-407GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM # 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD L O D LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODHOPELAND DR I V E WETLANDSAREA427,379 SFOR9.81 AC.WETLANDS AREA 427,379 SF OR 9.81 AC. 60'X60' BUILDI N G ENVEL O P E 3,600 S F60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' 60'X60' BUILDING ENVELOPE 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60'BUILDI N G ENVEL OPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50' BUILDING ENVELOPE 2,500 SF 50'X50' BUILDING ENVELOPE 2,500 SF PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 9.0 FT W1 = 4.5 FT W2 = 14.9 FT d50 = 8 IN T = 12 IN 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+008+50 9+50 10+50 11+50 12+50 13+50 14+50 15+5016+5017+5028028529029530027 6 277 278 279281282283284286287288289291292293294296297298299301302303STM E-40 STM E-30 STM E-20 STM E-10 STM G-24 STM G-23 STM G-22 207.51' - 18" RCP @ 2.50% 29.00' - 15" RCP @ 1.50% 158.38' - 15" RCP @ 2.50% 152.85' - 15" RCP @ 2.50% 29.00' - 15" RCP @ 1.50% 29.00' - 15" RCP @ 4.00% 257.01' - 15" RCP @ 2.00% W E SNAD83 NAD83-1.50% -5.0 0 % -2.50% PVI STA = 13+47.26 PVI ELEV = 286.59 A.D. = 2.50% K = 50.00 125.00' VC BVCS: 12+84.76BVCE: 289.72EVCS: 14+09.76EVCE: 285.03PVI STA = 10+68.21 PVI ELEV = 300.54 A.D. = -3.50% K = 35.71 125.00' VC BVCS: 10+05.71BVCE: 301.48EVCS: 11+30.71EVCE: 297.429+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL HOPELAND DRIVE 280 290 300 310 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-407 GRADING AND DRAINAGE PLAN - GJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-407 GRADING AND DRAINAGE PLAN - G GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-408MATCHLINE - SHEETC-406MATCHLINE - SHEETC-406M A T C H L I N E - S H E E T C- 4 0 8 GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLODLO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODHOPELAND DRIVERAMSHEAD ROADWETLANDS AREA 427,379 SF OR 9.81 AC.60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDI N G ENVEL O P E 3,600 S F 60'X60' BUILDING ENVELOPE 3,600 SF PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 IN PROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS I L = 40.0 FT W1 = 15.0 FT W2 = 61.2 FT d50 = 10 IN T = 15 IN 16 + 0 0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+25.74 16+ 5 0 17+50 18+50 19+50 20+50 21+50 22+50 23+500+001+000+501+502 7 52752802742 7 4 27 6276276277277 2 77 2 7 8278 2 7 8 279 279 276280 278 279 281 STM G-22 STM G-40 STM G-41 STM G-30 STM G-21 STM G-21.1 STM K-30 STM K-20 STM G-20.1 STM G-20 STM G-10 STM K-10 LP 275.61 HP 276.36 LP 275.74 152.85' - 15" RCP @ 2.50% 29.00' - 15" RCP @ 1.50% 29.71' - 15" RCP @ 5.50% 56.56' - 24" RCP @ 1.50% 197.42' -24" RCP@ 2.00% 29.00' - 15" RCP @ 4.00% 18.95' - 24" RCP @ 3.96% 53.68' - 15" RCP @ 2.00% 100.27' - 15" RCP @ 5.50% 171.86' - 18" RCP @ 1.50%WESNAD83 NAD83SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL HOPELAND DRIVE 270 280 290 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 3.00%-3.00% PVI STA = 19+55.33 PVI ELEV = 271.39 A.D. = 5.50% K = 50.00 275.00' VC BVCS: 18+17.83BVCE: 274.83EVCS: 20+92.83EVCE: 275.52PVI STA = 22+53.87 PVI ELEV = 280.35 A.D. = -6.00% K = 29.17 175.00' VC BVCS: 21+66.37BVCE: 277.72EVCS: 23+41.37EVCE: 277.72DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-408 GRADING AND DRAINAGE PLAN - HJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-408 GRADING AND DRAINAGE PLAN - H GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-407MATCHLINE - SHEETC-407GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD HOPELAND DRIVERIDGEWOOD COURTRAMSHEAD ROADRAMSHEAD ROAD 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFENVELOPE3,600 SFENVELOPE3,600 SFENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF21+0022+0023+0020+5021+5022+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+000+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 0+001+000+501+50275274 276 277 278 278 2792 8 0 28 5 29 0 2 7 8 2 7 9 2 8 1 2 8 2 2 8 3 2 8 4 28 6 28 7 28 8 28 9 29 1 29 2 29 3 285 281 282 283 284 28 6 STM G-50 STM G-51 STM G-40 STM G-41 STM G-30 450.00' - 18" RCP @ 1.50% 29.00' - 15" RCP @ 1.50% 442.75' - 18" RCP @ 2.50%29.71' - 15" RCP @ 5.50% 56.56' - 24" RCP @ 1.50%197.42' -24" RCP@ 2.00%WESNAD83NAD83DATUM ELEV 275.00 280 290 300 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 1.50% -2.00% 3.00% SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL RAMSHEAD ROAD DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-409 GRADING AND DRAINAGE PLAN - IJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-409 GRADING AND DRAINAGE PLAN - I GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-410MATCHLINE - SHEETC-410GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC WESNAD83NAD83LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O DPAXTON PLACEPISGAH COURTRAMSHEAD ROADRAMSHEAD ROAD 50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SFBUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF0+001+002+000+501+500+001+002+000+501+509+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0 0 17+008+50 9+50 10+50 11+50 12+50 13+50 14+50 15+50 16+502 9 5 300305310 315 29 4 2 96 297 29829930130230330430 6 3 0 7 30 8 309 311 312 313 314 316 305 301 302 303 304 306 307 30 8 29 0 28 9 291292293 STM G-81 STM G-80 STM G-70 STM G-71 STM G-61 STM G-60 181.25' - 15" RCP @ 4.00% 181.26' - 15" RCP @ 1.50% 440.72' - 15" RCP @ 3.00% 29.00' - 15" RCP @ 5.00% 29.00' - 15" RCP @ 1.50% 29.00' - 15" RCP @ 5.36% 4.50% 1.50% PVI STA = 9+68.40 PVI ELEV = 295.00 A.D. = 3.00% K = 49.99 150.00' VC BVCS: 8+93.40BVCE: 293.88EVCS: 10+43.40EVCE: 298.38PVI STA = 12+34.82 PVI ELEV = 306.99 A.D. = -3.00% K = 33.33 100.00' VC BVCS: 11+84.82BVCE: 304.74EVCS: 12+84.82EVCE: 307.74SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL RAMSHEAD ROAD 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 300 310 320 MATCHLINE - SHEETC-411DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-410 GRADING AND DRAINAGE PLAN - JJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-410 GRADING AND DRAINAGE PLAN - J GDP-0 1"=40' 0 40102040MATCHLINE - SHEETC-411MATCHLINE - SHEETC-409MATCHLINE - SHEETC-409GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRAMSHEAD ROA D N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE15+0 0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+0023+07.43 15+50 16+50 17+50 18+50 19+50 20+50 21+50 22+50 3153 2 0 3 2 5 3 3 0 3 3 5 34 0 3 1 1 3 1 2 313314316317318 3 19 3 2 1 3 2 2 3 2 3 32 4 32632 7 32 8 3 2 9 3 3 1 3 3 2 3 3 3 3 3 4 336 3 37 3 3 8 3 3 9 34 1 342 STM G-100 STM G-110 STM G-90 STM G-81 STM G-80 HP 342.49 29.00' - 15" RCP @ 1.50% 181.45' - 15" RCP @ 5.50%181.25' - 15" RCP @ 4.00% 29.00' - 15" RCP @ 5.00%WESNAD83NAD 83 320 330 340 350 5.00% 2.00% PVI STA = 16+33.99 PVI ELEV = 312.98 A.D. = 3.50% K = 50.00 175.00' VC BVCS: 15+46.49BVCE: 311.66EVCS: 17+21.49EVCE: 317.35PVI STA = 21+57.18 PVI ELEV = 339.14 A.D. = -3.00% K = 33.33 100.00' VC BVCS: 21+07.18BVCE: 336.64EVCS: 22+07.18EVCE: 340.14SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL RAMSHEAD ROAD 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-411 GRADING AND DRAINAGE PLAN - KJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-411 GRADING AND DRAINAGE PLAN - K GDP-0MATCHLINE - SHEETC-4101"=40' 0 40102040MATCHLINE - SHEETC-410GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD PISGAH COURT RAMSHEAD ROAD60' X 6 0 ' BUI L D I N G EN V E L O P E 3,6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 IN 0+00 1+00 2+00 2+69.16 0+50 1+50 2+50 12+0013+0014+0015+0012+5013+5014+50305310 304 306307308309311 3 0 0 305301302303304306307308300STM G-70 STM G-71 STM H-30 STM H-10 LP 299.79 HP 300.55 LP 299.91 51.14' - 15" RCP @ 2.00% 135.41' - 15" RCP @ 3.00% 29.00' - 15" RCP @ 5.36% STM H-20 WESNAD83 NAD83DATUM ELEV 295.00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL PISGAH COURT 300 310 320 300 310 320 0+00 0+50 1+00 1+50 2+00 2+50 3+00 -3.00% -4.50 % -2.00% -2.00% PVI STA = 1+90.16 PVI ELEV = 301.74 A.D. = 1.50% K = 50.00 75.00' VC BVCS: 1+52.66BVCE: 303.42EVCS: 2+27.66EVCE: 300.61DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-412 GRADING AND DRAINAGE PLAN - LJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-412 GRADING AND DRAINAGE PLAN - L GDP-0 1"=40' 0 40102040 GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPAXTON PLACE RAMSHEAD ROADWETLANDS AREA 123,793 SF OR 2.84 AC.50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60 'BUI LD INGENVE LOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 IN 0+00 1+00 2+00 3+00 3+25.400+50 1+50 2+50 7+008+009+0010+007+508+509+5010+50295 300 291292293294296 297 298 299 290286287288289291292293STM G-61STM G-60 STM I-30 STM I-20 STM I-10 TC 286.72 BC 286.22 LP 285.90 450.00' - 18" RCP @ 1.50% 46.52' - 15" RCP @ 2.50% 133.47' - 15" RCP @ 3.50% 29.00' - 15" RCP @ 1.50%WESNAD83 NAD83DATUM ELEV 285.00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL PAXTON PLACE 290 300 290 300 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 -3.00% -2.00% -2.00%DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-413 GRADING AND DRAINAGE PLAN - MJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-413 GRADING AND DRAINAGE PLAN - M GDP-0 1"=40' 0 40102040 GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC S89°56'20"E 1569.80'N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 ACLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRIDGEWOOD COURT RAMSHEAD ROADWETLANDS AREA 31,240 SF OR 0.72 AC.60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60 ' X 6 0 ' BU I L D I N G EN V E L O P E 3, 6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFPROP. RIP RAP OUTLET PROTECTION MATERIAL = CLASS B L = 7.5 FT W1 = 3.8 FT W2 = 12.4 FT d50 = 8 IN T = 12 IN 3+004+005+006+002+503+504+505+500+00 1+00 2+00 3+00 3+25.400+50 1+50 2+50 285290284286287288289 275280285276277278279281282283284286STM G-50 STM G-51 STM J-30 STM J-20 STM J-10 LP 275.27 TC 276.14 BC 275.64 29.00' - 15" RCP @ 1.50% 442.75' - 18" RCP @ 2.50% 52.80' - 15" RCP @ 2.00% 94.17' - 15" RCP @ 3.00%WESNAD83 NAD83DATUM ELEV 270.00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL RIDGEWOOD COURT 280 290 300 280 290 300 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 -5.00 % -3.00% -2.00% -2.00% PVI STA = 2+46.40 PVI ELEV = 277.21 A.D. = 2.00% K = 50.00 100.00' VC BVCS: 1+96.40BVCE: 279.71EVCS: 2+96.40EVCE: 275.71DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-GDP-0----->LAYOUT: C-414 GRADING AND DRAINAGE PLAN - NJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-414 GRADING AND DRAINAGE PLAN - N GDP-0 1"=40' 0 40102040 GRADING NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPE MATTING IS TO BE USED FOR SLOPES STEEPER THAN 3:1. 3.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'. 4.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1' INTERVALS. 5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 7.TOPOGRAPHIC INFORMATION IS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY BY BOHLER ENGINEERING. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 8.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 9.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED TO SAME. DRAINAGE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ANY EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES. 2.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHED GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. 8.ALL CONCRETE STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. HDPE STRUCTURES MAY CONTAIN A SUMP AS ALLOWED BY THE MANUFACTURER 9.CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF PROPOSED GRADING. EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING & DRAINAGE LEGEND SAN # 120 STM # SAN # STM# 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET 125 125 SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (A-10 TO A-60) 300 310 320 330 340 300 310 320 330 340 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 STM A-10 35.53' - 18" RCP @ 4.00% STM A-20 259.48' -18" RCP @ 2.00% STM A-30 174.28' - 15" RC P @ 4.50% STM A-40 67.39' - 15" RCP @ 2.50% STM A-50 29.05' - 15" RCP @ 1.50% STM A-60 PROP. FESRIM 308.27INV IN 306.83 (18") A-200+00PROP. CURB INLETRIM 313.61INV IN 308.46 (18") A-30INV IN 308.44 (15") A-20.1INV IN 308.48 (15") A-21INV OUT 308.25 (18") A-100+35.53PROP. CURB INLETRIM 317.66INV IN 313.74 (15") A-40INV IN 313.74 (15") A-31INV OUT 313.64 (18") A-202+95PROP. CURB INLETRIM 325.32INV IN 321.70 (15") A-50INV IN 321.71 (15") A-41INV OUT 321.60 (15") A-304+69.28PROP. CURB INLETRIM 327.46INV IN 323.48 (15") A-60INV OUT 323.38 (15") A-405+36.67PROP. CURB INLETRIM 327.42INV OUT 323.92 (15") A-505+65.71PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (A-20 TO A-20.1) 300 310 320 300 310 320 0+00 0+50 STM A-20 37.00' - 15" RCP @ 4.50% STM A-20.1 PROP. CURB INLETRIM 313.61INV IN 308.46 (18") A-30INV IN 308.44 (15") A-20.1INV IN 308.48 (15") A-21INV OUT 308.25 (18") A-100+00PROP. CURB INLETRIM 313.61INV OUT 310.11 (15") A-200+37PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (A-20 TO A-23) 300 310 320 330 300 310 320 330 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 141.97' -15" RCP @ 2.00% STM A-21 187.77' - 15" RCP @ 3.50% STM A-22 37.00' - 15" RCP @ 1.50% STM A-23 STM A-20 PROP. CURB INLETRIM 315.77INV IN 311.60 (15") A-22INV IN 311.72 (15") A-21.1INV OUT 311.32 (15") A-201+41.97PROP. CURB INLETRIM 323.34INV IN 318.27 (15") A-23INV OUT 318.17 (15") A-213+29.74PROP. CURB INLETRIM 323.32INV OUT 318.82 (15") A-223+66.74PROP. CURB INLETRIM 313.61INV IN 308.46 (18") A-30INV IN 308.44 (15") A-20.1INV IN 308.48 (15") A-21INV OUT 308.25 (18") A-100+00PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (A-30 TO A-31) 300 310 320 300 310 320 0+00 0+50 STM A-30 37.28' - 15" RCP @ 1.50% STM A-31 PROP. CURB INLETRIM 317.66INV IN 313.74 (15") A-40INV IN 313.74 (15") A-31INV OUT 313.64 (18") A-200+00PROP. CURB INLETRIM 317.80INV OUT 314.30 (15") A-300+37.28PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (C-10 TO C-30) 300 310 320 300 310 320 0+00 0+50 1+00 STM C-10 33.34' - 15" RCP @ 1.00% STM C-20 37.00' - 15" RCP @ 8.50% STM C-30 PROP. FESRIM 312.61INV IN 311.17 (15") C-200+00PROP. CURB INLETRIM 318.25INV IN 311.60 (15") C-30INV OUT 311.50 (15") C-100+33.34PROP. CURB INLETRIM 318.25INV OUT 314.75 (15") C-200+70.34PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (A-40 TO A-41) 310 320 330 310 320 330 0+00 0+50 1+00 57.47' - 15" RCP @ 4.00% STM A-41 STM A-40 PROP. CURB INLETRIM 327.51INV OUT 324.01 (15") A-400+57.47PROP. CURB INLETRIM 325.32INV IN 321.70 (15") A-50INV IN 321.71 (15") A-41INV OUT 321.60 (15") A-300+00PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (A-21 TO A-21.1) 300 310 320 300 310 320 0+00 0+50 STM A-21 37.00' - 15" RCP @ 1.50% STM A-21.1 PROP. CURB INLETRIM 315.77INV IN 311.60 (15") A-22INV IN 311.72 (15") A-21.1INV OUT 311.32 (15") A-200+00PROP. CURB INLETRIM 315.77INV OUT 312.27 (15") A-210+37PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-415 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-415 STORM SEWER PROFILES PPD-0 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-10 TO D-80) 260 270 280 290 300 310 320 330 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 400.00' - 1 5 " R C P @ 3 . 5 0 % STM D-40 284.74' - 1 5 " R C P @ 3 . 0 0 % STM D-50 164.09' - 1 8 " R C P @ 3 . 5 0 % STM D-30 STM D-10 129.90' - 2 4 " R C P @ 5. 0 0 % STM D-20 PROP. CURB INLETRIM 278.46INV IN 274.38 (18") D-31INV IN 274.57 (15") D-40INV OUT 274.07 (18") D-202+93.98PROP. FESRIM 263.28INV IN 261.03 (24") D-200+00PROP. CURB INLETRIM 274.29INV IN 268.40 (15") D-21INV IN 268.33 (18") D-30INV OUT 267.52 (24") D-101+29.90PROP. CURB INLETRIM 293.70INV IN 288.95 (15") D-50INV IN 288.89 (15") D-41INV OUT 288.57 (15") D-306+93.98PROP. CURB INLETRIM 302.14INV IN 297.79 (15") D-60INV IN 298.20 (15") D-51INV OUT 297.49 (15") D-409+78.72PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-416 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AMATCHLINE - SHEETC-417PPD-0 C-416 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-10 TO D-80) 260 270 280 290 300 310 320 330 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 STM D-40 284.74' - 1 5 " R C P @ 3 . 0 0 % STM D-50 299.09' - 1 5 " R C P @ 4. 0 0 % STM D-60 299.09' - 15" R C P @ 2 . 0 0 % STM D-70 29.00' - 15" RCP @ 1.50% STM D-80 PROP. CURB INLETRIM 293.70INV IN 288.95 (15") D-50INV IN 288.89 (15") D-41INV OUT 288.57 (15") D-306+93.98PROP. CURB INLETRIM 302.14INV IN 297.79 (15") D-60INV IN 298.20 (15") D-51INV OUT 297.49 (15") D-409+78.72PROP. CURB INLETRIM 314.72INV IN 310.05 (15") D-70INV IN 310.78 (15") D-61INV OUT 309.75 (15") D-5012+77.80PROP. CURB INLETRIM 320.07INV IN 316.14 (15") D-80INV OUT 316.04 (15") D-6015+76.89PROP. CURB INLETRIM 320.07INV OUT 316.57 (15") D-7016+05.89PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-417 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AMATCHLINE - SHEETC-416PPD-0 C-417 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-40 TO D-41) 280 290 300 280 290 300 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-50 TO D-51) 290 300 310 290 300 310 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-60 TO D-61) 300 310 320 300 310 320 0+00 0+50 0+00 0+50 0+00 0+50 STM D-60 29.00' - 15" RCP @ 1.50% STM D-61 STM D-50 29.00' - 15" RCP @ 1.50% STM D-51 STM D-40 29.00' - 15" RCP @ 4.50% STM D-41 PROP. CURB INLETRIM 314.72INV IN 310.05 (15") D-70INV IN 310.78 (15") D-61INV OUT 309.75 (15") D-500+00PROP. CURB INLETRIM 314.72INV OUT 311.22 (15") D-600+29PROP. CURB INLETRIM 302.14INV IN 297.79 (15") D-60INV IN 298.20 (15") D-51INV OUT 297.49 (15") D-400+00PROP. CURB INLETRIM 302.14INV OUT 298.64 (15") D-500+29PROP. CURB INLETRIM 293.70INV IN 288.95 (15") D-50INV IN 288.89 (15") D-41INV OUT 288.57 (15") D-300+00PROP. CURB INLETRIM 293.70INV OUT 290.20 (15") D-400+29PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-30 TO D-31) 270 280 290 270 280 290 0+00 0+50 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (D-20 TO D-21) 260 270 280 260 270 280 0+00 0+50 1+00 STM D-30 29.00' - 18" RCP @ 2.00% STM D-31 STM D-20 54.32' - 15" RCP @ 5.00% STM D-21 PROP. CURB INLETRIM 278.46INV IN 274.38 (18") D-31INV IN 274.57 (15") D-40INV OUT 274.07 (18") D-200+00PROP. CURB INLETRIM 278.46INV OUT 274.96 (18") D-300+29PROP. CURB INLETRIM 274.29INV IN 268.40 (15") D-21INV IN 268.33 (18") D-30INV OUT 267.52 (24") D-100+00PROP. CURB INLETRIM 274.61INV OUT 271.11 (15") D-200+54.32PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-418 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N APPD-0 C-418 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (E-50 TO E-51) 300 310 320 300 310 320 0+00 0+50 STM E-51 29.00' - 15" RCP @ 1.50% STM E-50 PROP. CURB INLETRIM 309.34INV OUT 305.84 (15") E-500+29PROP. CURB INLETRIM 309.34INV IN 304.78 (15") E-60INV IN 305.40 (15") E-51INV OUT 304.68 (15") E-400+00PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (E-10 TO E-80) 280 290 300 310 320 330 340 280 290 300 310 320 330 340 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 STM E-10 STM E-50 STM E-40 245.13' - 1 5 " R C P @ 5. 0 0 % 207.51' - 18 " R C P @ 2 . 5 0 % 165.04' - 1 5" R C P @ 5. 5 0 % 177.31' - 1 5 " R C P @ 3 . 0 0 % 257.01' - 15" R C P @ 2 . 0 0 % STM E-60 STM E-70 29.00' - 15" RCP @ 1.50% STM E-80 STM E-20 STM E-30 29.00' - 15" RCP @ 4.00%PROP. CURB INLETRIM 297.65INV IN 294.12 (15") E-40INV OUT 294.02 (15") E-202+36.51PROP. CURB INLETRIM 317.84INV IN 313.96 (15") E-70INV OUT 313.86 (15") E-508+35.88PROP. CURB INLETRIM 330.28INV IN 326.32 (15") E-80INV OUT 326.22 (15") E-6010+81PROP. CURB INLETRIM 330.28INV OUT 326.75 (15") E-7011+10PROP. CURB INLETRIM 297.65INV IN 292.86 (15") E-30INV OUT 292.39 (18") E-102+07.51PROP. FESRIM 288.91INV IN 287.20 (18") E-200+00PROP. CURB INLETRIM 309.34INV IN 304.78 (15") E-60INV IN 305.40 (15") E-51INV OUT 304.68 (15") E-406+70.83PROP. CURB INLETRIM 303.61INV IN 299.36 (15") E-50INV OUT 299.26 (15") E-304+93.52PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-419 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N APPD-0 C-419 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-10 TO G-110) 260 270 280 290 300 310 320 330 340 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 450.00' -18" RCP @ 1.50% STM G-60 STM G-50 442.75' - 18" R C P @ 2 . 5 0 % STM G-40 56.56' - 24" RCP @ 1.50% STM G-30 197.42' - 24" R C P @ 2 . 0 0 % 18.95' - 24" RCP @ 3.96% STM G-10 PROP. CURB INLETRIM 277.05INV IN 271.75 (24") G-40INV OUT 271.58 (24") G-202+16.37PROP. CURB INLETRIM 294.81INV IN 290.89 (15") G-70INV IN 290.82 (15") G-61INV OUT 290.72 (18") G-5011+65.67PROP. FESRIM 267.00INV IN 264.75 (24") G-200+00PROP. CURB INLETRIM 278.14INV IN 272.70 (18") G-50INV IN 272.94 (15") G-41INV OUT 272.60 (24") G-302+72.92PROP. CURB INLETRIM 287.88INV IN 283.86 (15") G-51INV IN 283.97 (18") G-60INV OUT 283.76 (18") G-407+15.67PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-420 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AMATCHLINE - SHEETC-421PPD-0 C-420 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-10 TO G-110) 260 270 280 290 300 310 320 330 340 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 450.00' -18" RCP @ 1.50% 440.72' -15" RCP @ 3.00% STM G-70 181.26' -15" RCP @ 1.50% STM G-80 181.25' - 15" RCP @ 4.00% STM G-90 181.45' - 15" RC P @ 5.50 % STM G-100 29.00' - 15" RCP @ 1.50% STM G-110 STM G-60 PROP. CURB INLETRIM 294.81INV IN 290.89 (15") G-70INV IN 290.82 (15") G-61INV OUT 290.72 (18") G-5011+65.67PROP. CURB INLETRIM 309.27INV IN 304.22 (15") G-80INV IN 304.22 (15") G-71INV OUT 304.12 (15") G-6016+06.39PROP. CURB INLETRIM 312.13INV IN 307.03 (15") G-90INV IN 307.18 (15") G-81INV OUT 306.94 (15") G-7017+87.65PROP. CURB INLETRIM 319.14INV IN 314.39 (15") G-100INV OUT 314.28 (15") G-8019+68.90PROP. CURB INLETRIM 328.46INV IN 324.46 (15") G-110INV OUT 324.36 (15") G-9021+50.35PROP. CURB INLETRIM 328.46INV OUT 324.90 (15") G-10021+79.35PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-421 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AMATCHLINE - SHEETC-420PPD-0 C-421 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-20 TO G-24) 260 270 280 290 260 270 280 290 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-20 TO G-20.1) 260 270 280 260 270 280STM G-21 STM G-22 158.38' -15" RCP @ 2.50% STM G-23 STM G-24 0+00 0+50 STM G-20.1 152.85' - 15 " R C P @ 2 . 5 0 %PROP. CURB INLETRIM 276.10INV IN 270.86 (15") G-21.1INV IN 271.69 (15") G-22INV OUT 270.76 (18") G-201+71.86PROP. CURB INLETRIM 279.79INV IN 275.61 (15") G-23INV OUT 275.51 (15") G-213+24.71PROP. CURB INLETRIM 283.60INV IN 279.67 (15") G-24INV OUT 279.57 (15") G-224+83.09PROP. CURB INLETRIM 273.38INV OUT 269.46 (15") G-200+29PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL 29.00' - 15" RCP @ 1.50% STM G-24 PROP. CURB INLETRIM 283.60INV OUT 280.10 (15") G-235+12.09171.86' - 18" RCP @ 1 . 5 0 %PROP. CURB INLETRIM 273.38INV IN 268.30 (15") G-20.1INV IN 268.18 (18") G-21INV IN 267.64 (24") G-30INV OUT 265.50 (24") G-100+0029.00' - 15" RCP @ 4.00% STM G-20 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-50 TO G-51) 270 280 290 270 280 290 0+00 0+50 1"= 5 ' VERTICAL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-40 TO G-41) 270 280 290 270 280 290 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-60 TO G-61) 280 290 300 280 290 300 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-70 TO G-71) 300 310 320 300 310 320 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (G-80 TO G-81) 300 310 320 300 310 320 0+00 0+50 0+00 0+50 STM G-50 STM G-51 29.00' - 15" RCP @ 1.50% STM G-61 STM G-80 29.00' - 15" RCP @ 5.00% STM G-81 STM G-60 0+00 0+50 0+00 0+50 STM G-41 29.71' - 15" RCP @ 5.50% STM G-40 STM G-71 STM G-70 29.00' - 15" RCP @ 5.36% 29.00' - 15" RCP @ 1.50%PROP. CURB INLETRIM 287.88INV IN 283.86 (15") G-51INV IN 283.97 (18") G-60INV OUT 283.76 (18") G-400+00PROP. CURB INLETRIM 287.88INV OUT 284.30 (15") G-500+29PROP. CURB INLETRIM 294.81INV IN 290.89 (15") G-70INV IN 290.82 (15") G-61INV OUT 290.72 (18") G-500+00PROP. CURB INLETRIM 294.81INV OUT 291.25 (15") G-600+29PROP. CURB INLETRIM 312.13INV IN 307.03 (15") G-90INV IN 307.18 (15") G-81INV OUT 306.94 (15") G-700+00PROP. CURB INLETRIM 312.13INV OUT 308.63 (15") G-800+29PROP. CURB INLETRIM 309.27INV OUT 305.77 (15") G-700+29PROP. CURB INLETRIM 309.27INV IN 304.22 (15") G-80INV IN 304.22 (15") G-71INV OUT 304.12 (15") G-600+00PROP. CURB INLETRIM 278.08INV OUT 274.58 (15") G-400+29.71PROP. CURB INLETRIM 278.14INV IN 272.70 (18") G-50INV IN 272.94 (15") G-41INV OUT 272.60 (24") G-300+00PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL PROP. CURB INLETRIM 294.81INV IN 290.89 (15") G-70INV IN 290.82 (15") G-61INV OUT 290.72 (18") G-500+00PROP. CURB INLETRIM 294.81INV IN 290.89 (15") G-70INV IN 290.82 (15") G-61INV OUT 290.72 (18") G-500+00SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE ( G-21 TO G-21.1) 260 270 280 260 270 280 0+00 0+50 PROP. GRADE STM G-21.1 STM G-21 10 YR HGL PROP. CURB INLETRIM 276.10INV IN 270.86 (15") G-21.1INV IN 271.69 (15") G-22INV OUT 270.76 (18") G-200+00PROP. CURB INLETRIM 276.10INV OUT 271.30 (15") G-210+2929.00' - 15" RCP @ 1.50%DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-422 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N APPD-0 C-422 STORM SEWER PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (H-10 TO H-30) 290 300 310 290 300 310 0+00 0+50 1+00 1+50 2+00 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (I-10 TO I-30) 270 280 290 270 280 290 0+00 0+50 1+00 1+50 2+00 STM H-10 135.41' -15" RCP @ 3.00% STM H-20 51.14' - 15" RCP @ 2.00% STM H-30 STM I-30 46.52' - 15" RCP @ 2.50% STM I-20 133.47' - 15" RCP @ 3.50% STM I-10 PROP. FESRIM 292.06INV IN 290.62 (15") H-200+00PROP. CURB INLETRIM 299.79INV IN 294.98 (15") H-30INV OUT 294.69 (15") H-101+35.41PROP. CURB INLETRIM 299.54INV OUT 296.00 (15") H-201+86.55PROP. CURB INLETRIM 286.22INV OUT 282.50 (15") I-201+79.99PROP. CURB INLETRIM 285.90INV IN 281.34 (15") I-30INV OUT 281.07 (15") I-101+33.47PROP. FESRIM 277.83INV IN 276.40 (15") I-200+00PROP. GRADE 10 YR HGL PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (J-10 TO J-30) 260 270 280 260 270 280 0+00 0+50 1+00 1+50 STM J-10 94.17' -15" RCP @ 3.00% STM J-20 52.80' - 15" RCP @ 2.00% STM J-30 PROP. CURB INLETRIM 275.27INV IN 271.04 (15") J-30INV OUT 270.78 (15") J-100+94.17PROP. CURB INLETRIM 275.64INV OUT 272.10 (15") J-201+46.98PROP. FESRIM 269.39INV IN 267.95 (15") J-200+00PROP. GRADE 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM SEWER PROFILE (K-10 TO K-30) 260 270 280 260 270 280 0+00 0+50 1+00 1+50 2+00 STM K-10 100.2 7' - 15" RC P @ 5.50 % STM K-20 53.68' - 15" RCP @ 2.00% STM K-30 PROP. FESRIM 266.87INV IN 265.43 (15") K-200+00PROP. CURB INLETRIM 275.61INV IN 271.13 (15") K-30INV OUT 270.94 (15") K-101+00.27PROP. CURB INLETRIM 275.74INV OUT 272.20 (15") K-201+53.95PROP. GRADE 10 YR HGL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-423 STORM SEWER PROFILESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N APPD-0 C-423 STORM SEWER PROFILES STORM STRUCTURE SCHEDULE NAME A-10 A-20 A-20.1 A-21 A-21.1 A-22 A-23 A-30 A-31 A-40 A-41 A-50 A-60 C-10 C-20 C-30 D-10 D-20 D-21 D-30 D-31 D-40 D-41 D-50 D-51 D-60 D-61 D-70 D-80 TYPE PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET RIM ELEV. (FT.) 308.27' 313.61' 313.61' 315.77' 315.77' 323.34' 323.32' 317.66' 317.80' 325.32' 327.51' 327.46' 327.42' 312.61' 318.25' 318.25' 263.28' 274.29' 274.61' 278.46' 278.46' 293.70' 293.70' 302.14' 302.14' 314.72' 314.72' 320.07' 320.07' INVERTS INV IN = 306.83' (18") INV IN = 308.46' (18") INV IN = 308.44' (15") INV IN = 308.48' (15") INV OUT = 308.25' (18") INV OUT = 310.11' (15") INV IN = 311.60' (15") INV IN = 311.72' (15") INV OUT = 311.32' (15") INV OUT = 312.27' (15") INV IN = 318.27' (15") INV OUT = 318.17' (15") INV OUT = 318.82' (15") INV IN = 313.74' (15") INV IN = 313.74' (15") INV OUT = 313.64' (18") INV OUT = 314.30' (15") INV IN = 321.70' (15") INV IN = 321.71' (15") INV OUT = 321.60' (15") INV OUT = 324.01' (15") INV IN = 323.48' (15") INV OUT = 323.38' (15") INV OUT = 323.92' (15") INV IN = 311.17' (15") INV IN = 311.60' (15") INV OUT = 311.50' (15") INV OUT = 314.75' (15") INV IN = 261.03' (24") INV IN = 268.40' (15") INV IN = 268.33' (18") INV OUT = 267.52' (24") INV OUT = 271.11' (15") INV IN = 274.38' (18") INV IN = 274.57' (15") INV OUT = 274.07' (18") INV OUT = 274.96' (18") INV IN = 288.95' (15") INV IN = 288.89' (15") INV OUT = 288.57' (15") INV OUT = 290.20' (15") INV IN = 297.79' (15") INV IN = 298.20' (15") INV OUT = 297.49' (15") INV OUT = 298.64' (15") INV IN = 310.05' (15") INV IN = 310.78' (15") INV OUT = 309.75' (15") INV OUT = 311.22' (15") INV IN = 316.14' (15") INV OUT = 316.04' (15") INV OUT = 316.57' (15") STORM SEWER PIPE SCHEDULE FROM A-10 A-20 A-20 A-20.1 A-21 A-21.1 A-22 A-30 A-31 A-40 A-41 A-50 C-10 C-20 D-10 D-20 D-20 D-30 D-30 D-40 D-41 D-50 D-51 D-60 D-61 D-70 FROM INV 306.83' 308.48' 308.46' 310.11' 311.60' 312.27' 318.27' 313.74' 314.30' 321.70' 324.01' 323.48' 311.17' 311.60' 261.03' 268.40' 268.33' 274.38' 274.57' 288.95' 290.20' 297.79' 298.64' 310.05' 311.22' 316.14' TO A-20 A-21 A-30 A-20 A-22 A-21 A-23 A-40 A-30 A-50 A-40 A-60 C-20 C-30 D-20 D-21 D-30 D-31 D-40 D-50 D-40 D-60 D-50 D-70 D-60 D-80 TO INV 308.25' 311.32' 313.64' 308.44' 318.17' 311.72' 318.82' 321.60' 313.74' 323.38' 321.71' 323.92' 311.50' 314.75' 267.52' 271.11' 274.07' 274.96' 288.57' 297.49' 288.89' 309.75' 298.20' 316.04' 310.78' 316.57' PIPE LENGTH 35.53' 141.97' 259.48' 37.00' 187.77' 37.00' 37.00' 174.28' 37.28' 67.39' 57.47' 29.05' 33.34' 37.00' 129.90' 54.32' 164.09' 29.00' 400.00' 284.74' 29.00' 299.09' 29.00' 299.09' 29.00' 29.00' SLOPE (%) 4.00% 2.00% 2.00% 4.50% 3.50% 1.50% 1.50% 4.50% 1.50% 2.50% 4.00% 1.50% 1.00% 8.50% 5.00% 5.00% 3.50% 2.00% 3.50% 3.00% 4.50% 4.00% 1.50% 2.00% 1.50% 1.50% DIAMETER (IN.) 18" 15" 18" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 24" 15" 18" 18" 15" 15" 15" 15" 15" 15" 15" 15" MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP STORM SEWER PIPE SCHEDULE FROM E-10 E-20 E-30 E-40 E-50 E-50 E-60 E-70 G-10 G-20 G-20 G-20 G-21 G-21 G-22 G-23 G-30 G-40 G-41 G-50 G-50 G-60 G-61 G-70 G-70 G-80 G-81 G-90 G-100 H-10 H-20 I-10 I-20 J-10 J-20 K-10 K-20 FROM INV 287.20' 292.86' 294.12' 299.36' 305.40' 304.78' 313.96' 326.32' 264.75' 268.18' 268.30' 267.64' 270.86' 271.69' 275.61' 279.67' 271.75' 272.70' 274.58' 283.86' 283.97' 290.89' 291.25' 304.22' 304.22' 307.03' 308.63' 314.39' 324.46' 290.62' 294.98' 276.40' 281.34' 267.95' 271.04' 265.43' 271.13' TO E-20 E-30 E-40 E-50 E-51 E-60 E-70 E-80 G-20 G-21 G-20.1 G-30 G-21.1 G-22 G-23 G-24 G-40 G-50 G-40 G-51 G-60 G-70 G-60 G-71 G-80 G-90 G-80 G-100 G-110 H-20 H-30 I-20 I-30 J-20 J-30 K-20 K-30 TO INV 292.39' 294.02' 299.26' 304.68' 305.84' 313.86' 326.22' 326.75' 265.50' 270.76' 269.46' 271.58' 271.30' 275.51' 279.57' 280.10' 272.60' 283.76' 272.94' 284.30' 290.72' 304.12' 290.82' 305.77' 306.94' 314.28' 307.18' 324.36' 324.90' 294.69' 296.00' 281.07' 282.50' 270.78' 272.10' 270.94' 272.20' PIPE LENGTH 207.51' 29.00' 257.01' 177.31' 29.00' 165.04' 245.13' 29.00' 18.95' 171.86' 29.00' 197.42' 29.00' 152.85' 158.38' 29.00' 56.56' 442.75' 29.71' 29.00' 450.00' 440.72' 29.00' 29.00' 181.26' 181.25' 29.00' 181.45' 29.00' 135.41' 51.14' 133.47' 46.52' 94.17' 52.80' 100.27' 53.68' SLOPE (%) 2.50% 4.00% 2.00% 3.00% 1.50% 5.50% 5.00% 1.50% 3.96% 1.50% 4.00% 2.00% 1.50% 2.50% 2.50% 1.50% 1.50% 2.50% 5.50% 1.50% 1.50% 3.00% 1.50% 5.36% 1.50% 4.00% 5.00% 5.50% 1.50% 3.00% 2.00% 3.50% 2.50% 3.00% 2.00% 5.50% 2.00% DIAMETER (IN.) 18" 15" 15" 15" 15" 15" 15" 15" 24" 18" 15" 24" 15" 15" 15" 15" 24" 18" 15" 15" 18" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP STORM STRUCTURE SCHEDULE NAME E-10 E-20 E-30 E-40 E-50 E-51 E-60 E-70 E-80 G-10 G-20 G-20.1 G-21 G-21.1 G-22 G-23 G-24 G-30 G-40 G-41 G-50 G-51 G-60 G-61 G-70 G-71 G-80 G-81 G-90 G-100 G-110 H-10 H-20 H-30 I-10 I-20 I-30 J-10 J-20 J-30 K-10 K-20 K-30 TYPE PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET PROP. FES PROP. CURB INLET PROP. CURB INLET RIM ELEV. (FT.) 288.91' 297.65' 297.65' 303.61' 309.34' 309.34' 317.84' 330.28' 330.28' 267.00' 273.38' 273.38' 276.10' 276.10' 279.79' 283.60' 283.60' 277.05' 278.14' 278.08' 287.88' 287.88' 294.81' 294.81' 309.27' 309.27' 312.13' 312.13' 319.14' 328.46' 328.46' 292.06' 299.79' 299.54' 277.83' 285.90' 286.22' 269.39' 275.27' 275.64' 266.87' 275.61' 275.74' INVERTS INV IN = 287.20' (18") INV IN = 292.86' (15") INV OUT = 292.39' (18") INV IN = 294.12' (15") INV OUT = 294.02' (15") INV IN = 299.36' (15") INV OUT = 299.26' (15") INV IN = 304.78' (15") INV IN = 305.40' (15") INV OUT = 304.68' (15") INV OUT = 305.84' (15") INV IN = 313.96' (15") INV OUT = 313.86' (15") INV IN = 326.32' (15") INV OUT = 326.22' (15") INV OUT = 326.75' (15") INV IN = 264.75' (24") INV IN = 268.30' (15") INV IN = 268.18' (18") INV IN = 267.64' (24") INV OUT = 265.50' (24") INV OUT = 269.46' (15") INV IN = 270.86' (15") INV IN = 271.69' (15") INV OUT = 270.76' (18") INV OUT = 271.30' (15") INV IN = 275.61' (15") INV OUT = 275.51' (15") INV IN = 279.67' (15") INV OUT = 279.57' (15") INV OUT = 280.10' (15") INV IN = 271.75' (24") INV OUT = 271.58' (24") INV IN = 272.70' (18") INV IN = 272.94' (15") INV OUT = 272.60' (24") INV OUT = 274.58' (15") INV IN = 283.86' (15") INV IN = 283.97' (18") INV OUT = 283.76' (18") INV OUT = 284.30' (15") INV IN = 290.89' (15") INV IN = 290.82' (15") INV OUT = 290.72' (18") INV OUT = 291.25' (15") INV IN = 304.22' (15") INV IN = 304.22' (15") INV OUT = 304.12' (15") INV OUT = 305.77' (15") INV IN = 307.03' (15") INV IN = 307.18' (15") INV OUT = 306.94' (15") INV OUT = 308.63' (15") INV IN = 314.39' (15") INV OUT = 314.28' (15") INV IN = 324.46' (15") INV OUT = 324.36' (15") INV OUT = 324.90' (15") INV IN = 290.62' (15") INV IN = 294.98' (15") INV OUT = 294.69' (15") INV OUT = 296.00' (15") INV IN = 276.40' (15") INV IN = 281.34' (15") INV OUT = 281.07' (15") INV OUT = 282.50' (15") INV IN = 267.95' (15") INV IN = 271.04' (15") INV OUT = 270.78' (15") INV OUT = 272.10' (15") INV IN = 265.43' (15") INV IN = 271.13' (15") INV OUT = 270.94' (15") INV OUT = 272.20' (15")DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-PPD-0----->LAYOUT: C-424 STORM SEWER SCHEDULESJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N APPD-0 C-424 STORM SEWER SCHEDULES LOD LOD LODLOD LOD LOD LODLODLODLODLOD LODLODLOD LOD LODLODLOD LODLOD LODLODLOD LOD LOD LODLOD LODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLO D LODLODLODLODLODLOD50'X50' BUILDING ENVELOPE 2,500 SF 50'X5 0 'BUILD I N G ENV E L O P E 2,50 0 S F 50'X50' BUILDING ENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUIL DI NG ENVELOPE 2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDIN G ENVELOP E 2,500 SF 50'X50 ' BUILDI N G ENVEL O P E 2,500 S F 50'X50'BUILDINGENVELOPE2,500 SF 50'X50'BUILDINGENVELOPE 2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X6 0 'BUIL D I N G ENVE L O P E 3,600 S F 60' X 6 0 ' BU I L D I N G E N V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOP E 3,600 SF 60'X60'BUILDI N G ENVELOP E3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 50'X50'BUILDINGENVELOPE 2,500 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60' X 6 0 ' BUI L D I N G ENV E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 6 0 ' X 6 0 ' BU I L D I N G E N V E LO P E 3, 6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDI N G ENVELO P E 3,600 S F 60 ' X 6 0 ' BU I L D I N G E N V E LO P E 3, 6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60 'BUILD I N G ENVEL O P E 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDI NG ENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDI N G ENVELO P E 3,600 S F 50'X50' BUILDING ENVELOPE 2,500 SF 60'X6 0' BUILDIN G ENVE L OPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE3,600 SF 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDING ENVELOPE3,600 SF 60'X6 0' BUILDI N G ENVEL OPE 3,600 S F 60'X60'BUILDING ENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF 60'X60' BUILDING ENVELO P E 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF60'X60' BUILDIN G ENVELOP E 3,600 SF 60'X60' BUILDIN G ENVEL O P E 3,600 S F 60'X60'BUILDING ENVELOPE3,600 SF 60'X 6 0'BUILDIN G ENVELOPE3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60'BUILDINGENVELOPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 SF 60'X60'BUILDING ENVEL OPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50' BUILDING ENVELOPE 2,500 SF 50'X50' BUILDING ENVELOPE 2,500 SF 60'X60'BUILDIN GENVELO P E 3,600 S F 60'X60'BUILDINGENVELOPE3,600 SF F F F F F F F F FFFFFFFFFFFFFF FFFFFFF F F F F F F FFFFFFFFFFFFFFFF F F F F F F F A B G CDEFHIKNMLW E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-500 OVERALL UTILITY PLANJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-500 OVERALL UTILITY PLAN UTP-0 1"=200' 0 20050100200 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LODLOD LODKINGWOOD COURTEXECU T I V E D R I V E WETLANDS AREA 848,034 SF OR 19.47 AC. BUILDING ENVELOP E F F F F F F F F F F F F F F F F F F F F F F FAPPROX. LOCATION OF PROP. CONN. TO EX. FIRE WATER LINE PROP. FIRE HYDRANT ASSEMBLY (TYP.) PROP. TEE FITTING (TYP.) PROP. GATE VALVE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-501 UTILITY PLAN - AJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-501 UTILITY PLAN - A UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-502PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTACKETT COURTEXECU T I V E D R I V ETRAVELERS WAY50'X50' BUILDING ENVELOP E 2,500 SF 60'X60' BUILDIN G ENVELO P E 3,600 SF ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDIN G ENVELO P E 3,600 S F 50'X50 ' BUILDI N G ENVEL O P E 2,500 S F PROP 35 ' F R O N T S E T B A C K PROP 25'' REAR SETBACK7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+86.0 1 6+50 7+50 8+50 9+50 10+50 11+50 12+50 13+50 1+002+003+001+502+503+50F F F F F F F F F F F F F F F F F F F F F F F F F FFFFFFF FFFFFWPROP. Y CONNECTOR FOR DOMESTIC SERVICE LINES (TYP.) PROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 1" DOMESTIC WATER METER ASSEMBLIES (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. 8"X8" CROSS FITTING (TYP.) W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-502 UTILITY PLAN - BJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-502 UTILITY PLAN - B UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-501PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. S69°59'18"W 717 .95 'LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODTACK E T T C O U R T EXECUTIVE DRIVETRAVE L E R S W A Y50'X50 'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SFPROP 35' F R O N T S E T B A C K8+009+0010+0011+008+509+5010+500+00 1+00 2+00 3+00 4+00 5+00 6+00 0+50 1+50 2+50 3+50 4+50 5+50FFFFFFFF FFFF F F F F F F F F F F F F F F F F F F F FFFFFF WWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-503 UTILITY PLAN - CJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-503 UTILITY PLAN - C UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-504PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY 50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 6+50 7+50 8+50 9+50 10+50 11+50 12+50 13+50 14+50 FFF F F F F F F F F F F F F F F F F F F F F F F F F F F F F FWWWWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-504 UTILITY PLAN - DJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-504 UTILITY PLAN - D UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-505MATCHLINE - SHEETC-503PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. N73°23'50"E 659.07 ' N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTRAVELERS WAY WETLANDS AREA 848,034 SF OR 19.47 AC. 50'X 5 0 ' BUIL D I N G ENV E L O P E 2,50 0 S F50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFBUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF15+00 16+00 17+00 18+00 19+00 20+00 20+83.22 15+50 16+50 17+50 18+50 19+50 20+50 F F F FFFFFFFFFFFFFFFFFFFFFFFFWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-505 UTILITY PLAN - EJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-505 UTILITY PLAN - E UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-504PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D HOPELAND DRIVE WETLANDS AREA 848,034 SF OR 19.47 AC. AREA 427,379 SF OR 9.81 AC.9.8 1 A C . 60' X 6 0 ' BU I L D I N G EN V E L O P E 3, 6 0 0 S F 60' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F 60'X6 0 ' BUIL D I N G ENVE L O P E 3,60 0 S F 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X 6 0 ' BUIL D I N G ENV E L O P E 3,60 0 S F 60 ' X 6 0 ' B U I L D I N G EN V E L O P E 3, 6 0 0 S F 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDI N G ENVEL O P E 3,600 S F 50 ' X 5 0 ' B U I L D I N G EN V E L O P E 2, 5 0 0 S F EN V E L O P E 2, 5 0 0 S F 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0 0 9+ 0 0 10 + 0 0 0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+5 0 8+ 5 0 9+ 5 0 F F F F F F FFF F F F F F F F F F F F F F F F F F F F F F F F F F F F F FFWWWWAPPROX. LOCATION OF PROP. CONN. TO EX. FIRE WATER LINE PROP. 45 DEGREE BEND FITTINGS (TYP.) PROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WE SNAD83NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-506 UTILITY PLAN - FJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-506 UTILITY PLAN - F UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-507PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD L O D LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODHOPELAND DR I V E WETLANDSAREA427,379 SFOR9.81 AC.WETLANDS AREA 427,379 SF OR 9.81 AC. 60'X60' BUILDI N G ENVEL O P E 3,600 S F60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' 60'X60' BUILDING ENVELOPE 60'X60' BUILDING ENVELOPE 3,600 SF 60'X60' BUILDING ENVELOP E 3,600 SF 60'X60'BUIL DI N G ENVEL OPE 3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50' BUILDING ENVELOPE 2,500 SF 50'X50' BUILDING ENVELOPE 2,500 SF 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+008+50 9+50 10+50 11+50 12+50 13+50 14+50 15+5016+5017+50F F F F F F F F F F F F F F F F F F F F F F F FFFFFFFFFFFWWWWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.) W E SNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-507 UTILITY PLAN - GJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-507 UTILITY PLAN - G UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-506M A T C H L I N E - S H E E T C- 5 0 8 PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLODLO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODHOPELAND DRIVERAMSHEAD ROADWETLANDS AREA 17,139 SF OR 0.39 AC. WETLANDS AREA 427,379 SF OR 9.81 AC.60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF6 0 ' X 6 0 ' 60 ' X 6 0 ' B U I L D I N G EN V E L O P E 3, 6 0 0 S F 60'X60' BUILDI N G ENVEL O P E 3,600 S F 60'X60' BUILDING ENVELOPE 3,600 SF 16 + 0 0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+25.74 1 5 + 5 0 16+ 5 0 17+50 18+50 19+50 20+50 21+50 22+50 23+500+001+000+501+50F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FFFFFFF WWWW PROP. 11 DEGREE BEND FITTINGPROP. 1" PVC DOMESTICSERVICE LINE (TYP.)PROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-508 UTILITY PLAN - HJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-508 UTILITY PLAN - H UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-507PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD HOPELAND DRIVERIDGEWOOD COURTRAMSHEAD ROADRAMSHEAD ROAD 50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFENVELOPE3,600 SFENVELOPE3,600 SFENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF21+0022+0023+0020+5021+5022+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+000+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 0+001+000+501+50FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFWWWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WESNAD83NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-509 UTILITY PLAN - IJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-509 UTILITY PLAN - I UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-510PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. WESNAD83NAD83LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O DPAXTON PLACEPISGAH COURTRAMSHEAD ROADRAMSHEAD ROAD 50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SFBUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF0+001+002+000+501+500+001+002+000+501+509+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+008+50 9+50 10+50 11+50 12+50 13+50 14+50 15+50 16+50FFFFFFFFFFFF F F F F F F F F F F F FFFFFFFFFFFFFFFFFFWWWWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)PROP. 1" PVC DOMESTICMATCHLINE - SHEETC-511DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-510 UTILITY PLAN - JJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-510 UTILITY PLAN - J UTP-0 1"=40' 0 40102040MATCHLINE - SHEETC-509PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THE BUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRAMSHEAD ROA D N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SFENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE15+0 0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+0023+07.43 15+50 16+50 17+50 18+50 19+50 20+50 21+50 22+50 F F FFFFFFFFFFFF F F F F F F F F F F F F F F F WWWWPROP. 1" PVC DOMESTIC SERVICE LINE (TYP.) PROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.)WESNAD83NAD 83 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-511 UTILITY PLAN - KJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-511 UTILITY PLAN - K UTP-0MATCHLINE - SHEETC-5101"=40' 0 40102040 PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 AC LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD PISGAH COURT RAMSHEAD ROAD60' X 6 0 ' BUI L D I N G EN V E L O P E 3,6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF0+00 1+00 2+00 2+69.16 0+50 1+50 2+50 12+0013+0014+0015+0012+5013+5014+50F F FFFFFFFFFFFFFFFFFFFFFFW WPROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.) PROP. 1" PVC DOMESTIC SERVICE LINE (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-512 UTILITY PLAN - LJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-512 UTILITY PLAN - L UTP-0 1"=40' 0 40102040 PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THEBUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPAXTON PLACE RAMSHEAD ROADWETLANDS AREA 123,793 SF OR 2.84 AC.50'X50'BUILDINGENVELOPE2,500 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60 'BUI LD INGENVE LOPE3,600 SF 60'X60'BUILDINGENVELOPE3,600 SF0+00 1+00 2+00 3+00 3+25.400+50 1+50 2+50 7+008+009+0010+007+508+509+5010+50F F F F F F F FFFFFFFFFFFFFFFFW W WPROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.) PROP. 1" PVC DOMESTIC SERVICE LINE (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-513 UTILITY PLAN - MJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-513 UTILITY PLAN - M UTP-0 1"=40' 0 40102040 PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THE BUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. S89°56'20"E 1569.80'N/F OAKMONT DEVELOPMENT PARTNERS LLC PIN: 0507-53-6396.000 DB 3662, PG 762 14,144,317 SF OR 324.709 ACLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRIDGEWOOD COURT RAMSHEAD ROADWETLANDS AREA 31,240 SF OR 0.72 AC.60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60 ' X 6 0 ' BU I L D I N G EN V E L O P E 3,6 0 0 S F60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF60'X60'BUILDINGENVELOPE3,600 SF3+004+005+006+002+503+504+505+500+00 1+00 2+00 3+00 3+25.400+50 1+50 2+50 FFFFFFFFFFFFFFFFFFFFW W WPROP. 8" DIP FIRE WATER LINE (TYP.) PROP. FIRE HYDRANT ASSEMBLY (TYP.) PROP. 1" PVC DOMESTIC SERVICE LINE (TYP.)WESNAD83 NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-UTP-0----->LAYOUT: C-514 UTILITY PLAN - NJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-514 UTILITY PLAN - N UTP-0 1"=40' 0 40102040 PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM SITE DATA CHECKLIST TOTAL PARCEL AREA ± 325.12 AC ZONING RESIDENTIAL/ AGRICULTURAL (RA-20R) ON-SITE DISTURBED AREA ± 16.98 AC OFF-SITE DISTURBED AREA ± 0.00 AC TOTAL DISTURBED AREA ± 16.98 AC UTILITY NOTES: 1.PRIOR TO WORK COMMENCEMENT, CONTRACTOR IS TO CONTACT LOCAL "NORTH CAROLINA 811" SERVICESFOR LOCATION OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK WHICH INCLUDES, BUT NOT LIMITED TO, RELOCATION OF EXISTING UTILITIES AND OFFSITE IMPROVEMENTS IN ORDER TO DELIVER THE PROJECT. 2.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS, LATEST EDITION. 3.BUILDING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ELECTRICAL SERVICES TO THE BUILDING, WHICH INCLUDE, BUT NOT LIMITED TO, TRANSFORMER, TRANSFORMER PADS, METERS, ETC... 4.CONTRACTOR SHALL COMPARE ALL CIVIL ANDBUILDING PLAN SETS PRIOR TO CONSTRUCTION. THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED OF ANY UTILITY DISCREPANCIES. 5.CONTRACTOR TO COORDINATE ANY UTILITY POLE RELOCATIONS DEEMED NECESSARY WITH UTILITY PROVIDER. 6.WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE LINES PER HARNETT COUNTY STANDARDS, USING PIPE DEFLECTION AND BENDS AS REQUIRED. 7.WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND GUTTER AND OTHER UTILITIES. 8.NO WATER METERS WILL BE ALLOWED IN SIDEWALKS OR DRIVEWAYS. NOT TO SCALE CONCRETE ENCASEMENT DETAIL EX. WATER OR STORM PIPE 10'-0"10'-0"6" MIN.20'-0" SECTION A-AA A CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER.EX. WATER OR STORM PIPE CLASS "C" CONCRETE ENCASEMENT SANITARY SEWER PIPE ONE LENGTH MIN. NOT TO SCALE BOARD ON BOARD FENCE DETAIL 1. ALL LUMBER TO BE PRESSURE TREATED. 2. USE 6"x6" POSTS AT ALL CORNERS (ANGLE POINTS). 8'-0" O.C.6'-0"3'-0" MIN.2'-0"12"Ø MIN.NOTES: 4"x4" WOOD POST 2"x4" STRINGER (2 TYP.) 1"x6" WOOD SLATS (VERTICAL) FINISHED GRADE CONCRETE BASE NOT TO SCALE STOCKADE FENCE DETAIL 1. ALL LUMBER TO BE PRESSURE TREATED. 2. USE 6"x6" POSTS AT ALL CORNERS (ANGLE POINTS).6'-0"3'-0" MIN.2'-0"12"Ø MIN. 8'-0" O.C. NOTES: 4"x4" WOOD POST 1"x4" WOOD SLATS (VERTICAL AND HORIZONTAL) FINISHED GRADE CONCRETE BASE NOT TO SCALE BOLLARD DETAIL4'-0"3'-0"1'-0"1'-6" MIN.1.SEE SITE PLAN FOR LOCATION(S). NOTE: CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. CONCRETE NOT TO SCALE TRAFFIC BARRICADE DETAIL 10'-0" O.C. MIDDLE UNIT(S)9'-0" O.C. END UNIT(S)44"5'-0" (MIN.)20"20"1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL LENGTH OF THE BARRICADE. 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)-3 8 IN. X 6-1 2 IN. CARRIAGE BOLTS OR WITH (2)-716 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. 6)WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE. NOTES: 4"x4" POSTS, 8'-0" LONG 8" MIN. TO 12" MAX. RAIL W/ 6" STRIP AND 6" SPACE @ 45° FINISHED GRADE NOT TO SCALE `U' SHAPED BOLLARD DETAIL4'-0"30" BURY4'-4"12" R3" DIA. (SCH. 80) STEEL PIPE PAINTED TRAFFIC YELLOW TO BE SEALED CONCRETE BASE NOT TO SCALE TRENCH DRAIN DETAIL 1. SCHEMATIC ONLY. FINAL DESIGN TO PROVIDE H-20 VEHICULAR LOADING. 2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS. _' 6"6"VARIES(SEE PROFILE)NOTES: FINISHED GRADE FRAME TO BE THOROUGHLY EMBEDDED IN MORTAR CAST-IN-PLACE REINFORCED CONCRETE @ 4,000 P.S.I. OUTLET PIPE CONCRETE FOOTING @ 4,000 P.S.I. NOT TO SCALE TRAFFIC RATED CLEANOUT DETAIL 3000 P.S.I. CONCRETE SAND CUSHION 4" SEWER CLEANOUT CAP 6" PVC ENCASEMENT PIPE ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE 3,000 P.S.I CONCRETE TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE FINISHED GRADE 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE)4" MAX.18"S TEST PIT (TO BE HAND DUG) FINISHED GRADE 1.5' MIN. CLEARANCE UTILITY CONFLICT 1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS. 2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT. 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED. 4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) WATERLINE ADJUSTMENT USING FITTINGS (VERTICAL BENDS) (SEE NOTE 3) WATERLINE ADJUSTMENT USING DEFLECTION AT PIPE JOINTS (SEE NOTE 4) EX. MAIN SEE NOTE 4 ADJUSTMENT TO EXTEND BEYOND LIMITS OF CONFLICTS (3' MIN., EACH SIDE, CHECK LOCAL STANDARDS). NOT TO SCALE WATERLINE ADJUSTMENT DETAIL NOTES: NOT TO SCALE BOLLARD MOUNTED ADA PARKING SIGN DETAIL ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES3'-0"7'-0" TO BOTTOM OFLOWEST REQUIRED SIGN1'-6"2'-0"18"12"6"NOTE: REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE NOT TO SCALE EXAMPLE ONE NOT TO SCALE EXAMPLE TWO 0.50% MIN LIMITS OF PROP PVMT (SEE NOTE 4) 1.0% MI N 1. 0 % M I N 0.50% MIN NOT TO SCALE EXAMPLE THREE FLUME (SEE NOTE 5) EXAMPLE 3 NOTES: 1. CONTRACTOR TO INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT EDGE OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS INDICATE DIFFERENTLY. 2. CONTRACTOR TO PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PAN REPRESENTS FULL SPILL SECTION, NON-SHADED IS COLLECTOR. CONTRACTOR TO PROVIDE 3 FOOT TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS. 3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONS AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER SHALL BE HELD HARMLESS FOR ANY CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS. 4. IN THOSE SITUATIONS WHERE RE-GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE ISLAND PROVIDES 1% PAVEMENT SLOPE, PER PLAN INTENT. 5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%. SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-901 SITE DETAILSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-901 SITE DETAILS NOT TO SCALE ASPHALT TRAIL DETAIL __' (TYP.)6"6"3:1 MAX. 3: 1 M A X . 3: 1 M A X .3:1 MAX. 1.TRAIL CROSS SLOPE NOT TO EXCEED 2.00%. NOTE: 2' MIN. CLEAR ZONE (TYP. LT. & RT.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT)4" COMPACTED 21-A STONE 2" COMPACTED SM-2A ASPHALT NOT TO SCALE HEAVY DUTY ASPHALT PAVEMENT SECTION 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF __ PER GEOTECHNICAL REPORT PREPARED BY ________, ENTITLED _______, DATED _______ (PROJECT #____). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: __" ASPHALT SURFACE COURSE (____) __" ASPHALT BINDER COURSE (____) __" COMPACTED STONE BASE (____) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOT TO SCALE PAVEMENT WIDENING DETAIL SLOPE VARIES PROP. PAVEMENT EX. PAVEMENT SAWCUT LINE1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF __ PER GEOTECHNICAL REPORT PREPARED BY ________, ENTITLED _______, DATED _______ (PROJECT #____). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: _" FINISH ASPHALT BIT. CONC. _______ _" BASE COURSE ____________ _" STONE BASE ____________ TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PROP. 1 1/2" MILL AND OVERLAY EX. ASPHALT TO REMAIN MEET EX. PAVEMENT FLUSH NOT TO SCALE STANDARD DUTY ASPHALT PAVEMENT SECTION 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF __ PER GEOTECHNICAL REPORT PREPARED BY ________, ENTITLED _______, DATED _______ (PROJECT #____). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: __" ASPHALT SURFACE COURSE (____) __" ASPHALT BINDER COURSE (____) __" COMPACTED STONE BASE (____) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOT TO SCALE CONCRETE-TO-ASPHALT DETAIL TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE PAVEMENT SECTION NOT TO SCALE CONCRETE DOWELING DETAIL EX. CONC. PAVEMENT PROP. CONC. PAVEMENT 8-1/2" 1.CONTRACTOR TO BLOW OUT DUST FROM DRILLED HOLES PRIOR TO APPLYING GROUT. NOTE: EXPANSION JOINT MATERIAL EPOXY COATED DOWEL @ 18" O.C. GROUT NOT TO SCALE CONCRETE SIDEWALK DETAIL VARIES 3:1 MAX. 3: 1 M A X . 3: 1 M A X .3:1 MAX. 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. 2% MAX. CROSS SLOPE NOTE: COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT)4" THICK, COMPACTED STONE BASE (TYPE 2a) 4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 2' MIN. CLEAR ZONE (TYP., LT. & RT.) NOT TO SCALE CURB BREAK DETAIL 3' TAPER _' CURB BREAK 3' TAPER GUTTER PAN 3' RIP-RAP PAD 3' TAPER _' CURB BREAK 3' TAPER ELEVATION PLAN PAVED SURFACE/ CONC. PAD STD. CURB (PER SITE PLAN) 1" RADIUS FULL HEIGHT CURB _' CURB TAPER 2" NOT TO SCALE CURB TAPER DETAIL PAVEMENT SURFACE 1" RADIUS NOT TO SCALE HEADER CURB DETAIL 4" 6"18"1.EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2.THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. NOTES: PAVEMENT SURFACE (SEE PAVEMENT DETAIL) 6" REVEAL 2" RADIUS1/4" RADIUS FINISHED GRADE NOT TO SCALE HEAVY DUTY CONCRETE SECTION 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF __ PER GEOTECHNICAL REPORT PREPARED BY ________, ENTITLED _______, DATED _______ (PROJECT #____). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 6x6 WWM (10 GA.) ____" CONCRETE __" COMPACTED STONE BASE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOT TO SCALE MOUNTABLE CURB DETAIL 1.EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2.THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3.CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. 4. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 2"5"3"1"11"7"2'-0"7"1":1' NOTES: PAVEMENT SURFACE (SEE PAVEMENT DETAIL) NOT TO SCALE STANDARD DUTY CONCRETE SECTION _____" CONCRETE __" COMPACTED STONE BASE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 6x6 WWM (10 GA.) 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF __ PER GEOTECHNICAL REPORT PREPARED BY ________, ENTITLED _______, DATED _______ (PROJECT #____). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 12" 1:12 18" NOT TO SCALE MOUNTABLE CURB & GUTTER DETAIL 1:12 (ROLL TOP-REVERSE) 18" 24"12"24" (ROLL TOP) 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. 6" CURB LINE 1.5"12"7"7"2" 1.5" 6" TO CURB 12"NOTES: R1.25' R1.50' R=15" R=18" 12:1 MAX. SLOPE 5'-0" MIN. 12:1 MAX. SLOPE NOT TO SCALE ADA ACCESSIBLE RAMP DETAIL ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. NOTE: TRUNCATED DOME PATTERN EDGE OF CURB 1:1 2 SL O P E 1:12 SLOPE 3' MI N . NOT TO SCALE ADA ACCESSIBLE RAMP DETAIL 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. 3' MIN. NOTE: TRUNCATED DOME PATTERN MAX 1:12 SLOPE MA X MAX FLUSH CURB SEE SITE PLAN FOR DIMENSION MAX 2% IN ANY DIRECTION AT LANDING NOT TO SCALE CONCRETE CURB & GUTTER DETAIL 2'-0" 6"1"6"1"PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. 5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS. 2'-0" 6" 1"1"6"1"SPILL CURB & GUTTER COLLECTOR CURB & GUTTER6"PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 5"NOTES: 1-1/2"R 1-1/2"R 1 1 2% MAX. SLOPE17"5" 1.CONCRETE TO BE 4000 P.S.I. @ 28 DAYS. NOTE: 4" COMPACTED 21-A STONE 4" CONCRETE WALK W/6x6 WWM (10 GA) PROPOSED PAVEMENT (SEE PAVEMENT DETAIL) TACK COAT (APPLIED @ 0.2 GALLONS/S.Y.) NOT TO SCALE MONOLITHIC CURB & FLUSH SIDEWALK DETAIL SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-902 SITE DETAILSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-902 SITE DETAILS MAXIMUM RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, AND FACILITIES SLOPE STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 MAXIMUM RISE 3 INCHES (75MM) 6 INCHES (150MM) "A" ELEVATION DETAIL "A"NOT TO SCALE RETROFIT ADA RAMP AND HANDRAIL DETAIL HORIZONTAL RUN 60" MINIMUM LANDING 60" MINIMUM LANDING RISE"LESSTHAN"4"34"-38"1'-0" 1'-0"34"-38"36" CLEAR (MIN.) 1-1/2" MIN. 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION DIMENSION OF 2.25". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN NO BOTTOM RAIL IS PROVIDED. SEE NOTE 4 3"MIN.1'-0"8" SQUAREVARIESNOTE: A SLOPE STEEPER THAN 1:8 IS PROHIBITED BOTTOM RAIL NOTES: HANDRAIL SET PIPE IN CONC. FOOTING HANDRAIL "A" ELEVATION DETAIL "A"NOT TO SCALE TYPICAL ADA RAMP AND HANDRAIL DETAIL 30' MAX. HORIZONTAL (RUN)60" MINIMUM LANDING 60" MINIMUM LANDING 2'-6"MAX.RISE4"34"-38"1'-0" 1'-0"34"-38"36" CLEAR (MIN.) 1-1/2" MIN. WALL MOUNT SPACING 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION DIMENSION OF 2.25". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN NO BOTTOM RAIL IS PROVIDED.3"MIN.1'-0"8" SQUAREVARIES2.08% MAX. SLOPE SEE NOTE 4 BOTTOM RAIL NOTES: HANDRAIL SET PIPE IN CONC. FOOTING HANDRAIL NOT TO SCALE STREET NAME TYPICAL SECTION (A) 1'__' __' __' SIDEWALK/TRAIL __' 2.08% 2.08% CLPL 3:1 MAX . S L O P E 3:1 M A X . S L O P E COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) SAWCUT ALONG EXISTING EDGE OF PAVEMENT (1' MIN. REMOVAL) AND APPLY TACK COAT (.2 GAL./SY.) EXISTING PAVEMENT _" COMPACTED STONE BASE ( _ ) _" ASPHALT BINDER COURSE ( _ ) _" ASPHALT SURFACE COURSE ( _ ) PROVIDE FULL SPEC. SEE SIDEWALK/TRAIL DETAIL NOT TO SCALE STREET NAME TYPICAL SECTION (B) 1'__' __' __' SIDEWALK/TRAIL __' _" COMPACTED STONE BASE ( _ ) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 3:1 MAX . S L O P E 3:1 M A X . S L O P E CL PL PROPOSED WIDENING EXISTING PAVEMENT (MILL AND OVERLAY) 2.08% 2.08% EXISTING PAVEMENT 1-1 2" MILLING @ CENTERLINE APPLY TACK COAT AT A RATE OF 0.2 GAL./SY. _" ASPHALT BINDER COURSE ( _ ) _" ASPHALT SURFACE COURSE ( _ ) PROVIDE FULL SPEC. SEE SIDEWALK/TRAIL DETAIL SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C-903 SITE DETAILSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC-903 SITE DETAILS SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C -904 STORM DETAILSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC -904 STORM DETAILS SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C -905 SANITARY DETAILSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC -905 SANITARY DETAILS NOTE: FORCE MAINS 8"Ø AND SMALLER SHALL HAVE MINIMUM OF 3' COVER. FORCE MAINS LARGER THAN 8"Ø SHALL HAVE A MINIMUM OF 3'-6" COVER. ELECTRONIC MARKER BALLS AT 100' ON CENTER & AT BENDS. MARKER BALLS SHALL BE INSTALLED AT 1 1/2 TO 2' DEEP. 1/2 PIPE O.D. 24" + O.D. MAX. 12" + O.D. MIN. PIPE O.D. SHAPED SUBGRADE SHALL PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL BEDDED PIPE UNDISTURBED EARTH NOTE: MARKER BALLS SHALL BE INSTALLED CONCURRENTLY WITH PIPE. MARKER BALLS SHALL NOT BE INSTALLED AFTER TRENCH HAS BEEN COMPLETELY BACKFILLED. HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE FORCE MAIN PIPE LAYING CONDITION "E" NOTE: PIPE SHALL BE BEDDED UP TO SPRING LINE AND MINIMUM 4" BELOW BOTTOM OF PIPE WHEN WET AREAS ARE ENCOUNTERED. STYPICAL PIPE LAYING CONDITION DETAILS 18 COVER FRAME & COVER FRAME USE MIN. 4 EA. 3/8" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE 23.5" RAM-NEK SEALANT 2"1" BASE COURSEBASE COURSE FINISHED GRADE 1.5" MIN. 6" MIN. COMPACTED FILLCOMPACTED FILL STD. MANHOLE RING & COVER SMANHOLE FRAME & COVER DETAIL 20SANITARYSEWERMADE IN USA PRESSURE RELEASE HOLES NOTE: CONCRETE ENCASEMENT SHALL ONLY BE USED IN AREAS WHERE COVER IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SHALL NOT BE USED IN NON-TRAFFIC AREAS AND ABOVE GRADE INSTALLATIONS. TYPICAL PRESSURE RELEASE COVER FRAME & COVER FRAME NOTE: CONCRETE ENCASEMENT SHALL ONLY BE USED IN AREAS WHERE COVER IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SHALL NOT BE USED IN NON-TRAFFIC AREAS AND ABOVE GRADE INSTALLATIONS. USE MIN. 4 EA. 3/8" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE 23.5" RAM-NEK SEALANT 2"1" BASE COURSEBASE COURSE FINISHED GRADE 1.5" MIN. 6" MIN. COMPACTED FILLCOMPACTED FILL STD. MANHOLE RING & COVERSANITARYSEWERMADE IN USA SFRAME & COVER DETAIL 21 TYPICAL STANDARD MANHOLE STD. MANHOLE RING & COVER LABELED "SANITARY SEWER" USE MIN. 4 EA. 3/8" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE IN NON-TRAFFIC AREAS OR RAISED MANHOLES COVER FRAME & COVER FRAME USE MIN. 4 EA. 3/8" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE 23.5" RAM-NEK SEALANT 2"1" BASE COURSEBASE COURSE FINISHED GRADE 1.5" MIN. 6" MIN. COMPACTED FILLCOMPACTED FILL STD. MANHOLE RING & COVER SFRAME & COVER DETAIL 22SANITARYSEWERMADE IN USA SETTING LOCATION OF LOCKING BOLTS USE MIN. 4 EA. 3/8" ANCHOR BOLTS TYPICAL LOCKABLE MANHOLE STYPICAL VENTED MANHOLE DETAIL FLAT TOP MANHOLE VENT NOTE: VENT TOP TO BE 1' ABOVE 100 YEAR FLOOD ELEV. CONE TOP MANHOLE BUG SCREEN TYPE 316 stainless steel FINISHED GRADE VARIES FINISHED GRADE VARIES STD. MANHOLE FRAME & COVER 3" SCHEDULE 80 PVC 3" SCHEDULE 80 PVC NON-SHRINK GROUT STD. MANHOLE FRAME & COVER 3" PVC WALL SLEEVE 3" PVC WALL SLEEVE NON-SHRINK GROUT 23 USE 4 EA. 38" ANCHOR BOLTS TO BOLT FRAME TO SPACER. USE ROPE MASTIC SEAL BETWEEN FRAME AND SPACER. STANDARD MANHOLE RING AND COVER MANHOLE STEPS 16" O.C. BRICK & MORTAR INVERT MIN. 6" GRAVEL BEDDING ECCENTRIC TAPER UNIT RISER UNIT BASE UNIT 4' DIA. MIN.5" 2'-0", 3'-0" OR 4'-0" 8" MAX. FOR SPACER 8" JOINTS SHALL BE SEALED WITH A RUBBER O-RING GASKET OR ROPE MASTIC SEAL. CEMENT GROUT ALL JOINTS INSIDE AND OUT 112":12" SLOPEON ALL INVERTS EXTENDED BASE (REQUIRED OVER 12') STYPICAL STANDARD PRECAST CONCRETE MANHOLE DETAIL NOTE: IN NON-TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BE INSTALLED AT LEAST 2 FT ABOVE FINISH GRADE OR AT LEAST 1 FT ABOVE FLOOD STAGE. 24 SEE DETAIL S-25 1. SEE DETAIL S-28 FOR TYPICAL INVERT. NOTES: WIDTH AS REQUIRED 12" MIN. TYPICAL OUTSIDE DROP MANHOLE DETAIL S NOTE: 1. PIPE SIZE FOR DROP TO EQUAL INFLOW SEWER PIPE SIZE. 2. FITTINGS FOR DROPS SHALL BE C-900 OR SCHEDULE 40 PVC. 3. SAW-CUT OR DRILL ALL HOLES FOR PIPE AND BOLTS. 4. DROP-MANHOLE MANDATORY WHEN DIFFERENTIAL BETWEEN INVERTS IS GREATER THAN 24". STANDARD MANHOLE RING & COVER STANDARD PRECAST MANHOLE 4'-0" MIN. DIA. TEE RUBBER BOOT MANHOLE STEPS GROUT TO SLOPE 90° BEND RUBBER BOOT RUBBER BOOT CONCRETE FILL 26 SEE DETAIL S-25 5. SEE DETAIL S-28 FOR TYPICAL INVERT. COPOLYMER POLYPROPYLENE PLASTIC M.A. INDUSTRIES MODEL PSI-PF OR APPROVED EQUAL. 918" 338"114" 118"918" 103 4" 12" TYPICAL POLYPROPYLENE PLASTIC STEP DETAIL S 27FLOWSLOPE 112":12" S L O P E112": 1 2 " TYPICAL MANHOLE INVERT DETAIL S NOTE: 1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADE TO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN. 2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE EXCEED 90 DEGREES. 28 3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE. TYPICAL SEWER SERVICE CONNECTION DETAIL S 4" PVC VERTICAL 4" SWEEP WYE SERVICE LINE SANITARY SEWER MAIN TEE BRANCH SLOPE MIN. 1% PLUG STOP AT R/W 45°SANITARY TEE (SAME MATERIAL AS MAIN) CLEANOUT PLUG AND CAP NOTE: EASEMENT SHALL BE PROVIDED FOR SERVICE CONNECTION WHERE SERVICE CONNECTION IS PLACED OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOX W/ CHARLOTTE HUB 3'-0" MAX. 1' inside RW 29 IN-LINE WYE FITTING FOR NEW CONSTRUCTION OR ROMAC-CB SADDLE FOR TAP ON EXISTING SANITARY SEWER MAIN. BRASS (DO NOT GLUE) SCH 40 PVC VERTICAL SCH 40 PVC SCH 40 PVC 12" MIN.12" MIN. 8" MIN. 24" MIN. CLEARANCE TRENCH WALL UNIFORM STONE #57 UNDISTURBED SOIL D.I. SANITARY SEWER EXISTING STORM PIPE NOTE: 1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED UNDER STORM PIPE FOR ALL CROSSINGS. TYPICAL STORM SEWER CROSSING S 31 FOR SANITARY SEWER DETAIL 12" MIN.12" MIN. 8" MIN. 24" MIN. CLEARANCE TRENCH WALL UNIFORM STONE #57 UNDISTURBED SOIL D.I. SANITARY SEWER EXISTING WATER LINE TYPICAL WATER LINE CROSSING S 32 FOR SANITARY SEWER DETAIL NOTE: 1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED UNDER WATER LINE FOR ALL CROSSINGS. TYPICAL LAYING CONDITIONS DETAIL S 33 SANITARY SEWER (0'-8' DEPTH) PIPE LAYING CONDITION "A" PIPE O.D. HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE BEDDED PIPE MINIMUM STONE EMBEDMENT AS INDICATED. GREATER IF REQUIRED BY MANUFACTURER 12 PIPE O.D. 24" + O.D. MAX. 12" + O.D. MIN. D/8≥3"D/4 D/2D/8≥3" 24" + O.D. MAX. 12" + O.D. MIN. 12 PIPE O.D. MINIMUM STONE EMBEDMENT AS INDICATED. GREATER IF REQUIRED BY MANUFACTURER BEDDED PIPE HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE PIPE O.D. SANITARY SEWER (<8'-16' DEPTH) PIPE LAYING CONDITION "B" SHAPED STONE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL SHAPED STONE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL STYPICAL PIPE LAYING CONDITION DETAIL 16 SANITARY SEWER (DUCTILE IRON ONLY) (0'-16' DEPTH) PIPE LAYING CONDITION "C" PIPE O.D. HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE BEDDED PIPE 12 PIPE O.D.24" + O.D. MAX. 12" + O.D. MIN. D/2D/8≥3" 24" + O.D. MAX. 12" + O.D. MIN. 12 PIPE O.D. MINIMUM STONE EMBEDMENT AS INDICATED. GREATER IF REQUIRED BY MANUFACTURER BEDDED PIPE HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE PIPE O.D. SANITARY SEWER (DUCTILE IRON ONLY) (>16' DEPTH) PIPE LAYING CONDITION "D" SHAPED SUBGRADE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL SHAPED STONE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL STYPICAL PIPE LAYING CONDITION DETAIL 17 SDP-0 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2020\NCR201044\DRAWINGS\PLAN SETS\NCR201044-SDP-0----->LAYOUT: C -906 WATER DETAILSJATHIS 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: NCR201044 AD GZ 04/06/2021 OAKMONT DEVELOPMENT PARTNERS, LLC. PROPOSED SUBDIVISION DOCS ROAD & EXECUTIVE DRIVE BARBECUE TOWNSHIP HARNETT COUNTY, NC PARCEL ID: 0507-53-6396.000 ALWAYS CALL 811 It's fast. It's free. It's the law. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/06/2021 NOT APPROVED FOR CONSTRUCTION NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone:(919) 578-9000 NC@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Apr 06, 2021OAKMONT SUBDIVISION PHASE III PLAT PLANS SEAL 048395 GA R Y J . Z U R A W SKIENGI N E E RPROFESSIO N ALNORT H CAROLI N AC -906 WATER DETAILS TYPICAL VALVE MARKER DETAIL W PAINT MARKER BLUE AFTER INSTALLATION NOTES: 1 2" 1" TYPICAL VALVE BOX DETAIL W 2 TYPICAL TRACER WIRE INSTALLATION DETAIL W 3 ADJUSTABLE VALVE BOX BRICK TO SUPPORT VALVE BOX MECHANICAL JOINT WITH GRIP RING 36" THREADED BRASS PIPE NIPPLE 2" DIA CONCRETE BLOCKING MIN. 1/3 C.Y. AT 3000 P.S.I. PRECAST CONCRETE PROTECTION RING SQUARE HEAD VALVE NUT ONLY MIN 1/5" OF PROTECTION RING TO BE EXPOSED TAMPED BACKFILL THREADED COUPLING WATER MAIN 2" 1" BACKFILL TO EDGE FINISHED GRADE MIN 6" MIN OF 24" THREADED BRASS PIPE NIPPLE 2" DIA OR LONGER TO BRING PIPE UP TO FINISHED GRADE2" BRASS THREADED PIPE NIPPLE MIN 18" END CAP ON PLUG WITH 2" THREADED PORT NOTE: SEE TYPICAL VALVE BOX DETAIL FOR BRICK INSTALLATION TYPICAL PERMANENT BLOW-OFF ASSEMBLY DETAIL W 4 OPENTYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL TAPPING SLEEVE SHALL BE ROMAC BRAND MODEL SST MANUFACTURED WITH 316 STAINLESS STEEL. W 5 TYPICAL FIRE HYDRANT INSTALLATION DETAIL W 6 TYPICAL THRUST BLOCK DETAIL W 7 TYPICAL BORING & JACKING DETAIL W 8 TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL W 10 TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL SINGLE 3/4" SERVICES 2" PVC SLEEVE W/ 3/4" CARRIER 12" MIN NOTES: 1. INSTALL METER AT R/W 2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED INSIDE A 2" SLEEVE." 5. SEE DETAIL FOR SERVICE MATERIAL AND METER SETTING 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. 3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED INSIDE A 3" SLEEVE." 1' 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE OF DITCHES. 6' METERS SHOULD BE INSTALLED 3' OFF PROPERTY LINE W 12 7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK. SIDEWALK USING TAPPING SADDLE DETAIL TYPICAL WATER SERVICE CONNECTION W 13 TYPICAL 3/4" METER SETTER INSTALLATION DETAIL 9" W 14 VALVE BOX 24"x18" RECTANGULAR 17" 18" 24" 3 1/2" 18" 12" A BA ELEVATION ISOMETRIC PLAN TYPICAL METER BOX DETAIL FOR 3/4" SERVICE CAST IRON 16 3/4" 11"SIGMAWATERMETER W 15