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HomeMy WebLinkAboutNCC222198_Site Plan or Location Map_20220614F_ H- w w x U) w 0 U N N 0 0 REFERENCES AND CONTACTS REFERENCES *BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 DATED: 6/14/21 NCR211013 /NSR211013 ELEVATIONS:NAVD88 ♦GEOTECHNICAL INVESTIGATION REPORT: WHITESTONE ASSOCIATES, INC. 35 TECHNOLOGY DRIVE WARREN, NJ 07059 DATED: MM/DD/YY ♦OR(I IITG( TI IPAI PI ONI- KRAMER & SEINFELD 1 PENN PLAZA NEW YORK, NY 11111 DATED: MM/DD/YY GOVERNING AGENCIES *PLANNING, ZONING COMMITTEE JEFF WALTON - ASSOCIATE PLANNER 305 CHESTNUT ST WILMINGTON, NC 28401 (910) 343-3946 ♦RI III nlNr nGPORTnnGNIT NEW HANOVER COUNTY BUILDING DEPARTMENT NICHOLAS GADZEKPO - BUILDING SAFETY DIRECTOR 230 GOVERNMENT CENTER DR #110 WILMINGTON, NC 28403 PHONE: (212) 555-9333 *FIRE DEPARTMENT CHRIS WALKER - FIRE BATTALION CHIEF 801 MARKET ST A: WILMINGTON, NC 28401 B: (910) 343-3918 ROW JURISDICTION *TRAFFIC, STORMWATER, WATER & SEWER DEPARTMENT OF TRANSPORTATION (NCDOT) 300 DIVISION DR WILMINGTON, NC 28401 PHONE: (910) 398-9100 * THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES *BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 DATED: 06/14/21 NCR211913 /NSR211013 ELEVATIONS:NAVD88 .r�nT�rNnIlrnl Inni�cTlrnTlnnl REPORT: WHITESTONE ASSOCIATES, INC. 35 TECHNOLOGY DRIVE WARREN, NJ 07059 DATED: MM/DD/YY * THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS. BY OTHERS. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIORTO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC 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 BYTHE CONTRACTORTO NOTIFYTHE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BYTHE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. � 2 � SITE PLAN DOCUMENTS FOR LOCATION OF SITE 3915 OLEANDER DRIVE, WILMINGTON NEW HANOVER COUNTY, NORTH CAROLINA PARCEL ID: R05518-023-002-000 DEED BOOK: 6501 PAGE: 943 LAT: 34.213292, LONG: -77.898024 4- h q� ISITE en 4.,': -+c h PF h F Sf •�wrjErrjr �qy�, 75 �, N L OCA TION MAP SCALE: 1" = 500' OWNER /DEVELOPER ROC WASH HOLDINGS, LLC 1170 PITTSFORD -VICTOR ROAD PITTSFORD, NY 14534 PAULSEVENE 919-819-1922 PREPARED BY BOHLER..... CONTACT: CONTACT: WILL SWARINGEN, P.E. PHONE: (919) 578-9000 EMAIL: WSWARINGEN@BOHLERENG.COM Sheet List Table Sheet Number Sheet Title C-101 COVER SHEET C -102 GENERAL NOTES C-200 EXISTING CONDITIONS & DEMOLITION PLAN C-201 TREE REMOVAL PLAN C-300 SITE PLAN C-301 VEHICULAR MOVEMENT PLAN C-302 SIGHT DISTANCE PLAN C-400 GRADING PLAN C-500 UTILITY PLAN C-600 PHASE I EROSION & SEDIMENT CONTROL PLAN C-601 PHASE II EROSION & SEDIMENT CONTROL PLAN C-602 EROSION & SEDIMENT CONTROL DETAILS C-603 EROSION & SEDIMENT CONTROL DETAILS C-604 EROSION & SEDIMENT CONTROL DETAILS C-701 LANDSCAPE PLAN C-702 LANDSCAPE NOTES & DETAILS C-901 CONSTRUCTION DETAILS C-902 CONSTRUCTION DETAILS C-903 CONSTRUCTION DETAILS C-904 CFPUA DETAILS C-905 CFPUA DETAILS TOMMYS CAR WASH OLEANDER APPROVED 3/15/22 SWP 2022014 JW, RC, MB, BM, CW APPROVED By Jeff Walton at 12:25 pm, Mar 14, 2022 Digitally signed by Will Swaringen DN- C=US, E=wswaringen@bohlereng.com, W• O=Bohler Engineering NC PLLC, ill SwaringenCN=Will Swaringen Reason- I am approving this document Date- 2022.03.13 22,59,27-04'00' L) J J M(L W (D Z JZ � W W �Z V LU LU J 0 Imeo (D z W W W cn z_ �W W C9 z5zu)U C�U-� W 2U O z W W U j W z5 7-U~0�(n i=WQ= Wz � 5 2 o w w O c�n��QQZQ OoQ�Qi=�— U z U ~ d J 9 U U) Q z U z > J U W U) REVISIONS wz .o of 1. >N .� oo REV DATE COMMENT DRAWN BY CHECKED BY 1 211214 PER CITY COMMENTS TGH WES Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NCR211013 DRAWN BY: RMG CHECKED BY: WES DATE: 06/16/2021 CAD I.D.: COVER - 0 PROJECT: SITE PLAN DOCUMENTS FOR TUMMY'S EXPRESS TOMMY'S CAR WASH 3915 OLEANDER DRIVE WILMINGTON, NC 28403 NEW HANOVER COUNTY BOHLERI BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone: (919) 578-9000 NC@BohlerEng.com SHEET TITLE: COVER SHEET SHEET NUMBER: C-1 01 REVISION 1 - 211214 EROSION CONTROL LEGEND SF SF SF SILT FENCE TREE PROTECTION FENCE LIMITS OF DISTURBANCE PROP. CONST. ENTRANCE INLET PROTECTION ® SILT FENCE OUTLET PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. 2. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NEW HANOVER COUNTY ENGINEERING. 3. CONTACT NEW HANOVER COUNTY ENGINEERING INSPECTOR TO SCHEDULE A STORMWATER SITE INSPECTION. 4. POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE. 5. 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. 6. INSTALL GRAVEL CONSTRUCTION PAD AND CONCRETE WASHOUT AREA. 7. INSTALL SILT FENCE/FILTER SOCK AROUND THE SITE. CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL THE SILT FENCE. 8. INSTALL INLET PROTECTION ON EXISTING INLETS DENOTED ON THIS PLAN 9. PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING, CONTACT REGIONAL INSPECTION COORDINATOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS. 10. UPON APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR, BEGIN STRIPPING THE SITE (COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME. 11. CONTACT NEW HANOVER COUNTY ENGINEERING INSPECTOR PRIOR TO MOVING ONTO NEXT PHASE. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. EROSION CONTROL NOTES: 1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE SITE. 2. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ AND LOCAL JURISDICTION'S STANDARDS AND SPECIFICATIONS. 3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER. 5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT SETTLEMENT AND SEDIMENT DEPOSIT. 6. ALL TEMPORARY DIVERSION MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE. 7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO REMOVE SEDIMENT FROM THE ROAD SURFACE. 8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF EACH WEEK AND AFTER EVERY RAINFALL EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. 9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. 10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. 11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE SURFACE. 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE LOCAL EROSION CONTROL INSPECTOR. 13. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 14. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON -SITE AND/OR OFF -SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 15. LIMITS OF DISTURBANCE SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS. 16. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL FROM EROSION CONTROL COORDINATOR. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 18. ALL DISTANCES ARE HORIZONTAL GROUND. 19. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY. 20. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 21. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 22. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS. 23. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 24. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXISTING THE SITE PERIMETER. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 25. REFER TO DETAIL SHEET FOR SEEDING SCHEDULE. 26. REFER TO NPDES REPORTING REQUIREMENTS. 0 0 \0AX \ oy N �� 0 Irk - 36" CMP ` \ z / ` INV OUT= 31.23' \ o / // \ S 0ROP INLET f l \ 36" CMP INV OUT= 32.07' INV IN= 32.14' x-----�- % / 12" CPP INV IN= 33.96' IP \ \ A_2C�HD WY MANHOLE IRF 36" CMP OUT= 32.07' lV IN= 32.11 ' �� ; \ WHEEL `STOP �5 ,0 �� 0� / / / / \ 6,010010 () (TBR) \� ��0 ��Oti`° �p SF / \\ FENCE �TBRJ R/PRAP L -' ;l I / _Ij�\ / J /q, / INV OUT= ,38.0' o.+ NL DROP IET / R/M= 39.13' 12"CPP / + ` + `\ \\ \ INV OUT= 36..1�8,11 1 `\ 16,297 SF � \ i/ �p \ A0✓4CENT DROP INLET �TBRJ BU/LD/NC \ \ I R/y=38.90 \ \ \ \ INV OUT= yy 10,321 SF r - I d l / OP/INLET RCP � , �0 0 AZ ` INV = 37.52'I Oo J ti C� . �TBR,I g00 IN Q� CEO / 1,797 SF �\ 3Ic \\ -�`,; �' Cj 0 4 T oj / _�o� STEPS� pc O lV �o��� ISR) I .�A_ 5 '�\ 1�\J /\ `J•``� ,/ // a COO �\ 7,421 SF \\ EXIST/NO 14"CAL \ sILV OAK TO RE ' I P `\ �! 00 \� `•� \8 / P / 1 STORM P/PE TO \\ ABANDONED /N PLACE TP `\ AD✓AGENT TO OAK TREE TO REMAIN I '' I Q \ \ \ / \ ,.---- o;� / ���' i\\\ 21,081 SF EX/ST/NC "CAL 'ii' \\`\� \\�\ \g /�� '�\\ \�`- / \ CRAPE MYRTLE TO BE REMOVEDi I EX/ST/N6 8" CAL OAK'\ 4.IP AND SHRUBS TO REMAIN TP \ / I o P EXISTING 4" CAL CRAPE MYRTLE AND SHRUBS TO REMAIN TP N SF/6AS� Q>\ \ D '` - ^ATCH Q4S 9P BACK 0 CURB=40.9 36' C INV OUT= ,33.6 INV IN= ,33.8 INV IN= RECESSED 10110 \ BOTTOM OF BOX= J77 OH POLE PEETL/CHT \ \ DROP INLET (TBR) R/M=39.17 36" CMP INV OUT= 3,3.19' INV IN= 3,3.23' 4" RCP INV IN= 35.27' EXISTING OH POLE W/ MOUNTED STREETL/CHT r M 6 4 �o o /N I F \ I \c 4 EX/ST/N ' C CAS MA/N� \ 1 ' E I \9 1 EX/ST/NC �\ WATER MAIN I EXIST/NC OH POLE- EX/ST/ G 54FU95 / W/ MOUNTED TO REMAk S4?ET 91vT__- - `� \ 0 1 ONE o� SFOH DROP DROP INLET-J * I R/M=37.17' 1 12" RCP INV OUT= 34.43' 6" TER EX/ST/NC STORM 1 INV IN= 34.0' SEWER MAIN 1 �TBRJ EXISTING OVERHEAD ELECTRIC L/NE I O / '\ "A O O J �P�oO10 \ MARKER (2) EX/ST/NC P/NE TREES TO REMAIN AFTER ENTRANCE /S CLOSED z z MANHOLE R/M=39.49 8" PVC INV IN= ,35.46' 12' PVC z INV OUT= 33.91 ' z EX/ST/NC / WATER MAIN / �/o0�h O��G \0 c), / / / / TOMMYS CAR WASH OLEANDER APPROVED 3/15/22 SWP 2022014 JW, RC, MB, BM, CW APPROVED By Jeff Walton at 12:25 pm, Mar 14, 2022 EXISTING 12 PVC SEWER A44/N / / / / / / / `i�h0ti 0�� / Q 20 10 5 0 20 1 "= 20' J J a Z J= W W Z L7 LU W J m 0 Z W W W cn z �� W C9 z5zu)U WC�2 0aU Ur Z W W W Z(5~0EU) F W Q 2 W Z _J>ZUWW0 Z Q O p Q 0- Q� U Z U ~ d 0 J U) � U) Q Z U) z > J U W U REVISIONS wo o >N <0 .� oo REV DATE COMMENT DRAWN BY CHECKED BY 1 211214 PER CITY COMMENTS TGH WES Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NCR211013 DRAWN BY: RMG CHECKED BY: WES DATE: 06/16/2021 CAD I.D.: SITE PLAN DOCUMENTS FOR s CAR WASH TOMMY'S CAR WASH 3915 OLEANDER DRIVE WILMINGTON, NC 28403 NEW HANOVER COUNTY BOHLERI BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone: (919) 578-9000 NC@)30hierEng.com SHEET TITLE: PHASE I EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER C-600 REVISION 1 - 211214 EROSION CONTROL LEGEND SF SF SF SILT FENCE TREE PROTECTION FENCE LIMITS OF DISTURBANCE PROP. CONST. ENTRANCE 0 INLET PROTECTION ® SILT FENCE OUTLET PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: 1. BEGIN DEMOLITION AND GRADING ACTIVITY. 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEKAND AFTER EVERY RAINFALL EVENT. 3. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE. 4. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION. 5. CONTACT NEW HANOVER COUNTY ENGINEERING INSPECTOR TO SCHEDULE A STORMWATER FINAL INSPECTION. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR. EROSION CONTROL NOTES: 1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE SITE. 2. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ AND LOCAL JURISDICTION'S STANDARDS AND SPECIFICATIONS. 3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER. 5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT SETTLEMENT AND SEDIMENT DEPOSIT. 6. ALL TEMPORARY DIVERSION MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE. 7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO REMOVE SEDIMENT FROM THE ROAD SURFACE. 8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF EACH WEEK AND AFTER EVERY RAINFALL EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. 9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. 10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. 11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE SURFACE. 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE LOCAL EROSION CONTROL INSPECTOR. 13. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 14. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON -SITE AND/OR OFF -SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. 15. LIMITS OF DISTURBANCE SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS. 16. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAYBE REMOVED WITHOUT APPROVAL FROM EROSION CONTROL COORDINATOR. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 18. ALL DISTANCES ARE HORIZONTAL GROUND. 19. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY. 20. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 21. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 22. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS. 23. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 24. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXISTING THE SITE PERIMETER. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 25. REFER TO DETAIL SHEET FOR SEEDING SCHEDULE. 26. REFER TO NPDES REPORTING REQUIREMENTS. DROP INLET RIM= 38.11 ' 36" CMP INV OUT= 32.07' INV IN= 32.14' 12" CPP INV IN= 33.96' / WY MANHOLE �\ R/M= 39.41 I /RI 36" CMP OUT= 32.07' 'V IN= 32. II ' 0� 15" CPP lNV OUT= ,38.0' .I\t� zp'� 0� /0 1 � / � P / Q i /\ \% dal RIP RAP _�- ; � i � \ � hh �,�ti��;• QP I, ,% is \ t •+ •+• � I o \ \ IP � 006 A0_1ACENT--__ 5� i ��` �.�' BUILD/NC / \c. EXISTING OH POLE W/ MOUNTED STREETL/CHT SOB OAO p� G� ^ATCH B45 9P BACK 0 CURB=40.9 96' C INV OUT= ,33.66 INV IN= ,33.8 INV IN= RECESSED PI \ BOTTOM OF BOX= .33.7 OH POLE PEETL/CHT \ \ r� \ / 5 IP ,( / EXIST/NC c HL I� OAK T EMA/N "J / TOMMYS CAR WASH OLEANDER APPROVED 3/15/22 SWP 2022014 JW, RC, MB, BM, CW \ APPROVED ' By Jeff Walton at 12:25 pm, Mar 14, 2022 0 `� / / C �Q 5 �o / �o �0 AV / EXISTING 12 PVC SEWER RAIN a a / 5 d da A) Fe PF a FOY / MARKER (2j EX/ST/NC P/NE TREES TO REMAIN AFTER ENTRANCE /S CLOSED o z \MANHOLE R/M=39.49 IN PVC 12 PVC z INV OUT= 33.91 ' AP o / / / d p Q SA o OCOT I 0 \ / 8" CAL SHRUBS TO REMAIN TP EX/ST/NC 4 ~ \ \ CR4PE MYRTLE AND / SHRUBS TO REMAIN TP / SF \o o\ \ EXISTING /N I \o a TO\ / F 4 EXIST/NC CAS MP 4' I PE I \ 9 I EX/STING WATER MAIN I EX/STING STORM SEWER MAIN I EXISTING OVERHEAD ELECTRIC L/NE SEX/STING OH POLE W/ MOUNTED S4FET /EIVT- - - / / a EX/ST/NC / WATER MAIN 41 �� / �� 0\ �G / / / / 20 10 5 0 20 1 "= 20' J J a z J= W W Z a W e%, 0 m 0 Z W W W cn z �10� W C� z 5 z W 2 W 0 2 0- 0� Ur Z W W U) > W Z570 W n W Q = W Z J> Z U W W 0 U) D 2 Q Q z Q O 0 Q Q 13� U Z U ~ d J U) U) Q �zU) < > J U W U) REVISIONS wo o >N <g .� oo REV DATE COMMENT DRAWN BY CHECKED BY 1 211214 PER CITY COMMENTS TGH WES Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NCR211013 DRAWN BY: RMG CHECKED BY: WES DATE: 06/16/2021 CAD I.D.: PROJECT: SITE PLAN DOCUMENTS FOR CAR WASH TOMMY'S CAR WASH 3915 OLEANDER DRIVE WILMINGTON, NC 28403 NEW HANOVER COUNTY BOHLER1 BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone: (919) 578-9000 NCna BohlerEnaxom SHEET TITLE: PHASE // EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER: C-601 V:AA1►y[0]►mMAm104El!