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Home My WebLink About2025.04.11-Royal Farms #482 - Wilmington NC(signed)CO V E R S H E E T C1.0 PROJECT INFORMATION PROJECT ROYAL FARMS - #482 WILMINGTON, NC PROJECT ADDRESS 5235 N. COLLEGE ROAD, CASTLE HAYNE, NC 28429 PROPERTY ID NUMBERS RO1117-004-001-000, RO1117-004-002-000, RO1117-004-003-000, RO1100-010-002-000, RO1100-010-003-000 LOT ACREAGE 2.81 AC PARCEL ZONING B-2 PROPOSED PARCEL USE CONVENIENCE STORE, GAS STATION, AND CAR WASH FRONT SETBACK 35' SIDE SETBACK 35' REAR SETBACK 35' BUILDING 4,710 SF BUILDING HEIGHT 1 STORY EXISTING PERVIOUS AREA 2.42 AC PROPOSED PERVIOUS AREA 1.59 AC EXISTING IMPERVIOUS AREA 0.39 AC PROPOSED IMPERVIOUS AREA 1.22 AC TOTAL DISTURBED AREA 5.50 AC ROYAL FARMS- STORE #482 WILMINGTON, NC HIGHWAY 133 AND HIGHWAY 117 CASTLE HAYNE, NEW HANOVER COUNTY, NC PID: R01117-004-001-000, R01117-004-002-000, R01117-004-003-000 ENGINEER BOWMAN CONSULTING GROUP VICINITY MAP SCALE: 1" : 1000' LAT/LONG: 32°59'8" N / 80°6'36" W NO.DESCRIPTION DATE SUBMITTAL HISTORY OWNER 947 MYERS ST. SUITE B RICHMOND, VA 23230 (804) 616-3251 EXT. 2051 CONTACT: JONATHAN JACKSON, PE EMAIL: JJACKSON@BOWMAN.COM SITE TWO FARMS INC 3611 ROLAND AVE BALTIMORE, MD 21211 (410) 889-0200 CONTACT: CHRIS BOLLINO EMAIL: CBOLLINO@ROYALFARMS.COM AGENCIES AND CONTACTS NEW HANOVER COUNTY STORMWATER 230 GOVERNMENT CENTER DR, SUITE 160 WILMINGTON, NC 28403 PHONE:(910) 798-7072 CONTACT: GALEN JAMISON, PE - GJAMISON@NHCGOV.COM NEW HANOVER COUNTY PLANNING AND ZONING 230 GOVERNMENT CENTER DR, SUITE 110 WILMINGTON, NC 28403 PHONE:(910) 798-7450 CONTACT: ZACHARY DICKERSON - ZDICKERSON@NHCGOV.COM CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERMENT CENTER DRIVE WILMINGTON, NC 28403 PHONE:(910) 332-6626 CONTACT: DAVID DAILEY - DAVID.DAILEY@CFPUA.ORG UTILITY PROVIDERS *SEE ABOVE FOR CONTACT INFORMATION WATER SYSTEM PROVIDER CAPE FEAR PUBLIC UTILITY AUTHORITY SEWER SYSTEM PROVIDER CAPE FEAR PUBLIC UTILITY AUTHORITY ELECTRICAL PROVIDER DUKE ENERGY PROGRESS INTERNET/LANDLINE PROVIDER SPECTRUM BUSINESS DEVELOPER ROYAL FARMS 3611 ROLAND AVE BALTIMORE, MD 21211 (410) 889-0200 CONTACT: CHRIS BOLLINO EMAIL: CBOLLINO@ROYALFARMS.COM COVER SHEET Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C DESIGNER'S PLAN CERTIFICATION "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL." SIGNATURE: PRINTED NAME AND TITLE: DATE: REGISTRATION NUMBER:SEAL: SURVEYOR BOWMAN CONSULTING GROUP 880 ISLAND PARK DRIVE, SUITE 400 CHARLESTON, SC 29492 (843) 501-0335 CONTACT: DEEDEE FRASURE, PLS EMAIL: DFRASURE@BOWMAN.COM SITE SHEET LIST TABLE Sheet Number Sheet Title C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 SITE SURVEY C3.0 DEMOLITION PLAN C3.0.A TREE REMOVAL PLAN C3.1 S&EC - INITIAL (1 OF 2) C3.2 S&EC - INITIAL (2 OF 2) C3.3 S&EC - INTERMEDIATE (1 OF 2) C3.4 S&EC - INTERMEDIATE (2 OF 2) C3.5 S&EC - FINAL (1 OF 2) C3.6 S&EC - FINAL (2 OF 2) C3.7 EROSION AND SEDIMENT CONTROL NOTES C3.8A EROSION AND SEDIEMNT CONTROL DETAILS (1 OF 2) C3.8B EROSION AND SEDIEMNT CONTROL DETAILS (2 OF 2) C3.9 CONSTRUCTION GENERAL PERMIT (NCGO1) NOTES C4.0 SITE PLAN C4.2 PAVEMENT AND STRIPING PLAN C4.3 TRUCK ROUTE PLAN C4.4 SIGNAGE PLAN C4.5 ROOF DRAIN PLAN C4.6 SITE DETAILS (1 OF 3) C4.7 SITE DETAILS (2 OF 3) C4.8 SITE DETAILS (3 OF 3) C5.0 GRADING PLAN C5.1 DRAINAGE PLAN C5.1A DRAINAGE AREA PLAN C5.1B OFFSITE DRAINAGE AREA PLAN C5.2 DRAINAGE PROFILES (1 OF 2) C5.3 DRAINAGE PROFILES (2 OF 2) C5.4 GRADING AND DRAINAGE DETAILS (1 OF 2) C5.5 GRADING AND DRAINAGE DETAILS (2 OF 2) C6.0 UTILITY PLAN (1 OF 2) C6.1 UTILITY PLAN (2 OF 2) C6.2 UTILITY DETAILS (1 OF 5) C6.3 UTILITY DETAILS (2 OF 5) C6.4 UTILITY DETAILS (3 OF 5) C6.5 UTILITY DETAILS (4 OF 5) C6.6 UTILITY DETAILS (5 OF 5) C6.7 WATERLINE PROFILE C6.8 SEWER PROFILE C6.9 FORCEMAIN PROFILE C7.0 ROADWAY - SIGHT DISTANCE PLAN C7.1 ROADWAY - GRADING PLAN C7.2 ROADWAY CROSS SECTIONS C8.0 TRAFFIC CONTROL PLAN (PHASE 1) C8.1 TRAFFIC CONTROL PLAN (PHASE 2) C8.2 TRAFFIC CONTROL PLAN DETAILS LP.1.0 LANDSCAPE PLAN LC1.1 LIGHTING PLAN (1 OF 3) LC1.2 LIGHTING PLAN (2 OF 3) LC1.3 LIGHTING PLAN (3 OF 3) PROPERTY OWNER CERTIFICATION "I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF " AUTHORIZATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART IF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY." SIGNATURE: PRINTED NAME AND TITLE: DATE: 1 2 3 4 5 INITIAL SUBMITTAL TO CAPE FEAR UTILITIES 11/03/2022 INITIAL SUBMITTAL TO NCDEQ 01/10/2023 INITIAL SUBMITTAL TO NCDOT 02/15/2023 INITIAL SUBMITTAL TO NEW HANOVER COUNTY 10/31/2022 RESUBMITTAL TO NEW HANOVER COUNTY 02/09/2023 6 RESUBMITTAL TO CFPUA, COUNTY, NCDOT 10/30/2023 7 INITIAL SUBMITTAL TO NCDEQ 10/30/2023 8 RESUBMITTAL TO NCDEQ 4/26/2024 9 RESUBMITTAL TO CFPUA, COUNTY, NCDOT 5/02/2024 10 6/27/2024RESUBMITTAL TO NCDEQ AND NEW HANOVER COUNTY 11 RESUBMITTAL TO CFPUA, COUNTY 04/11/2025 12 GE N E R A L N O T E S C1.1 ”” ”” “” PROJECT NARRATIVE ” ” ” ” GENERAL NOTES Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C GENERAL NOTES GENERAL NOTES (CONT.) GENERAL EROSION CONTROL NOTES ADA GENERAL NOTES EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T T T X X X X X X X X X X X X X X X X X X X X 4' OLD WOOD E D FENCE 4' OLD WOOD E D FENCE BORE H O L E 17.76' BORE H O L E 17.68' BORE HOLE 17.36' BORE H O L E 18.55' GRAVE L ED G E O F R O A D IPF IPF APPRO X I M A T E LOCAT I O N O F P A T H TAKEN F R O M PREVIO U S S U R V E Y CONC R E T E W/AIR MACHI N E SI N G L E S T O R Y BR I C K H O U S E 1 5 " R C P ZONE X ( 2 % ) ZONE X ( 2 % ) ZONE A E ZONE A E ZONE A E U. S . H W Y 1 1 7 A. K . A . ( N . C . H W Y 1 3 2 an d N . C O L L E G E R D . 10 0 ' P U B L I C R / W B M 2 9 , P G 1 4 1 ED G E O F R O A D CANOPY PORCH CONC R E T E STREA M EDGE O F G R A V E L EDGE O F G R A V E L EDGE OF ROAD ED G E O F R O A D SINGLE STORY SHEET METAL BUILDING 34'x40.5' COVERED CONCRETE PAD SHED 20'x20' SI N G L E S T O R Y BR I C K D U P L E X SI N G L E S T O R Y W O O D F R A M E R E S T A U R A N T 39 ' x 4 7 ' CANOPY SEWE R E A S E M E N T P E R DB. 34 5 6 , P G . 5 9 4 & DB. 49 8 6 , P G . 2 6 0 1 CA S T L E H A Y N E R D . ( N C - 1 3 3 ) PU B L I C 6 0 ' R / W BM 2 9 , P G 1 4 1 CISTE R N W/36" D I P TOP=9 . 0 8 ' 1 5 " R C P 15" RCP 15" R C P 15" R C P CB GR A T E TOP=1 8 . 3 0 ' IN=14 . 8 5 ' ( W E S T ) OUT=1 4 . 7 7 ' ( E A S T ) CB GR A T E TOP=1 8 . 7 0 ' IN=15 . 0 3 ' ( N W ) OUT=1 4 . 9 9 ' ( E A S T ) CB GR A T E TOP=1 8 . 5 4 ' OUT=1 5 . 2 5 ' ( S E ) CB GR A T E TOP=1 7 . 6 3 ' IN=14 . 0 5 ' ( W E S T ) IN=14 . 1 3 ' ( N O R T H ) OUT=1 3 . 9 9 ' ( S O U T H ) INV=1 2 . 4 3 ' OLD S I G N P O S T INTER S T A T E S I G N YIELD S I G N HIGHW A Y S I G N CONC R E T E I S L A N D S BURG A W S I G N CB GR A T E TOP=1 6 . 8 3 ' OUT=1 3 . 6 3 ' ( S O U T H ) 60" CM P TOP=1 0 . 3 4 ' INV O U T = 5 . 0 6 ' 60" DI P INV IN = 4 . 7 9 ' 36" DI P INV=4 . 6 8 ' 60" DIP 60" C M P 60" C M P 60" DI P TOP=8 . 6 3 ' INV=5 . 5 9 ' CB GR A T E TOP=1 5 . 3 8 ' IN=10 . 7 8 ' ( N O R T H ) IN=10 . 7 8 ' ( W E S T ) OUT=1 0 . 6 8 ' ( E A S T ) 15" RC P INV=9 . 1 2 ' ROAD S S I G N 15" RC P CB GR A T E TOP=1 5 . 5 8 ' OUT=1 2 . 3 7 ' INTER S T A T E S I G N INV=1 1 . 7 2 ' 15" RC P 60" RC P INV=5 . 9 7 ' INV=5 . 8 6 ' INV=5 . 7 1 ' 60" RC P 15" RC P CB GR A T E TOP= 1 4 . 3 0 ' IN=6. 1 0 ' ( 6 0 " R C P N E ) IN=6. 5 2 ' ( 1 5 " R C P N O R T H ) IN=10 . 6 0 ' ( 1 5 " R C P S E ) OUT=6 . 0 8 ' ( 6 0 " R C P S W ) 15" RC P APPRO X . J B X HIGHW A Y S I G N HIGHW A Y S I G N INV=1 4 . 2 5 ' 15" RC P INV=1 4 . 4 5 ' RESTU R A N T S I G N INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 6 6 ' INV=1 5 . 5 9 ' 12" RC P AQUA R I U M S I G N ROUND A B O U T S I G N FOR S A L E S I G N INTER S T A T E S I G N HIGHW A Y S I G N EMER G E N C Y S I G N HIGHW A Y S I G N BURG A W S I G N INV=1 2 . 5 7 ' INV=1 2 . 0 3 ' 12" CM P INV=1 4 . 1 3 ' INV=1 3 . 9 3 ' 12" RC P INV=1 4 . 3 5 ' INV=1 4 . 0 8 ' 12" RC P EX. FO V A U L T TOP O F B A N K WETLA N D S WETLA N D S Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C TR E E R E M O V A L P L A N C3.0.A SILT FENCE DOUBLE ROW SILT FENCE (TYP) EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T T T T X X X X X X X X X X X X X X X X X X X X 4' OLD WOOD E D FENCE 4' OLD WOOD E D FENCE BORE H O L E 17.76' BORE H O L E 17.68' BORE HOLE 17.36' BORE H O L E 18.55' GRAVE L ED G E O F R O A D IPF IPF APPRO X I M A T E LOCAT I O N O F P A T H TAKEN F R O M PREVIO U S S U R V E Y CONC R E T E W/AIR MACHI N E SI N G L E S T O R Y BR I C K H O U S E 1 5 " R C P ZONE X ( 2 % ) ZONE X ( 2 % ) ZONE A E ZONE A E ZONE A E U. S . H W Y 1 1 7 A. K . A . ( N . C . H W Y 1 3 2 an d N . C O L L E G E R D . 10 0 ' P U B L I C R / W B M 2 9 , P G 1 4 1 T ED G E O F R O A D CANOPY PORCH CONC R E T E STREA M EDGE O F G R A V E L EDGE O F G R A V E L EDGE OF ROAD ED G E O F R O A D SINGLE STORY SHEET METAL BUILDING 34'x40.5' COVERED CONCRETE PAD SHED 20'x20' SI N G L E S T O R Y BR I C K D U P L E X SI N G L E S T O R Y W O O D F R A M E R E S T A U R A N T 39 ' x 4 7 ' CANOPY SEWE R E A S E M E N T P E R DB. 34 5 6 , P G . 5 9 4 & DB. 49 8 6 , P G . 2 6 0 1 CA S T L E H A Y N E R D . ( N C - 1 3 3 ) PU B L I C 6 0 ' R / W BM 2 9 , P G 1 4 1 TWO F A R M S I N C . , E T A L PIN #0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB. 64 8 6 , P G . 2 9 8 8 5235 C A S T L E H A Y N E R D . TRAC T 4 - 0 . 8 3 A C R E S + / - TWO F A R M S I N C . PIN #0 1 1 1 7 - 0 0 4 - 0 0 2 - 0 0 0 DB. 64 8 6 , P G . 2 9 8 8 5224 C A S T L E H A Y N E R D . TRAC T 3 - 1 . 0 3 A C R E S + / - TWO F A R M S I N C . , E T A L TRACT 5 / T R A C T 1 PIN #0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB. 49 8 6 , P G . 2 6 0 1 5219 C A S T L E H A Y N E R D . 0.52 A C R E S + / - TWO F A R M S I N C . , E T A L TRAC T 2 PIN #0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB. 64 8 6 , P G . 2 9 8 8 TRACT B - M B . 3 4 , P G . 1 1 9 - 521 2 C A S T L E H A Y N E R D . 3.44 A C R E S + / - TWO F A R M S I N C . , E T A L TRACT 5 / T R A C T 2 PIN #0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB. 49 8 6 , P G . 2 6 0 1 5219 C A S T L E H A Y N E R D . 0.43 A C R E S + / - CISTE R N W/36" D I P TOP=9 . 0 8 ' 1 5 " R C P 15" RCP 15" R C P 15" R C P CB GR A T E TOP= 1 8 . 3 0 ' IN=14 . 8 5 ' ( W E S T ) OUT=1 4 . 7 7 ' ( E A S T ) CB GR A T E TOP=1 8 . 7 0 ' IN=15 . 0 3 ' ( N W ) OUT=1 4 . 9 9 ' ( E A S T ) CB GR A T E TOP=1 8 . 5 4 ' OUT=1 5 . 2 5 ' ( S E ) CB GR A T E TOP=1 7 . 6 3 ' IN=14 . 0 5 ' ( W E S T ) IN=14 . 1 3 ' ( N O R T H ) OUT=1 3 . 9 9 ' ( S O U T H ) INV=1 2 . 4 3 ' OLD S I G N P O S T INTER S T A T E S I G N YIELD S I G N HIGHW A Y S I G N CONC R E T E I S L A N D S BURG A W S I G N CB GR A T E TOP=1 6 . 8 3 ' OUT=1 3 . 6 3 ' ( S O U T H ) 60" CM P TOP=1 0 . 3 4 ' INV O U T = 5 . 0 6 ' 60" DI P INV IN = 4 . 7 9 ' 36" DI P INV=4 . 6 8 ' 60" DIP 60" C M P 60" C M P 60" DI P TOP=8 . 6 3 ' INV=5 . 5 9 ' CB GR A T E TOP=1 5 . 3 8 ' IN=10 . 7 8 ' ( N O R T H ) IN=10 . 7 8 ' ( W E S T ) OUT=1 0 . 6 8 ' ( E A S T ) 15" RC P INV=9 . 1 2 ' ROAD S S I G N 15" RC P CB GR A T E TOP= 1 5 . 5 8 ' OUT=1 2 . 3 7 ' INTER S T A T E S I G N INV=1 1 . 7 2 ' 15" RC P 60" RC P INV=5 . 9 7 ' INV=5 . 8 6 ' INV=5 . 7 1 ' 60" RC P 15" RC P CB GR A T E TOP= 1 4 . 3 0 ' IN=6. 1 0 ' ( 6 0 " R C P N E ) IN=6. 5 2 ' ( 1 5 " R C P N O R T H ) IN=10 . 6 0 ' ( 1 5 " R C P S E ) OUT=6 . 0 8 ' ( 6 0 " R C P S W ) 15" RC P APPRO X . J B X HIGHW A Y S I G N HIGHW A Y S I G N INV=1 4 . 2 5 ' 15" RC P INV=1 4 . 4 5 ' RESTU R A N T S I G N INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 6 6 ' INV=1 5 . 5 9 ' 12" RC P AQUA R I U M S I G N ROUND A B O U T S I G N FOR S A L E S I G N INTER S T A T E S I G N HIGHW A Y S I G N EMER G E N C Y S I G N HIGHW A Y S I G N BURG A W S I G N INV=1 2 . 5 7 ' INV=1 2 . 0 3 ' 12" CM P INV=1 4 . 1 3 ' INV=1 3 . 9 3 ' 12" RC P INV=1 4 . 3 5 ' INV=1 4 . 0 8 ' 12" RC P EX. FO V A U L T TOP O F B A N K WETLA N D S WETLA N D S WETLANDS TO BE FILLED PER PERMIT SAW-2012-02063 DEMOLITION LEGEND UTILITY STATEMENT: CAUTIONARY NOTE: DEMOLITION NOTES Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C DE M O L I T I O N P L A N C3.0 T T T X X X X GRAVE L ED G E O F R O A D IPF IPF APPRO X I M A T E LOCAT I O N O F P A T H TAKEN F R O M PREVIO U S S U R V E Y 1 5 " R C P ZONE X ( 2 % ) ZONE X ( 2 % ) ZONE A E ZONE A E ZONE A E ED G E O F R O A D CANOPY PORCH STREA M EDGE O F G R A V E L EDGE O F G R A V E L EDGE OF ROAD ED G E O F R O A D SI N G L E S T O R Y W O O D F R A M E R E S T A U R A N T 39 ' x 4 7 ' SEWE R E A S E M E N T P E R DB. 34 5 6 , P G . 5 9 4 & DB. 49 8 6 , P G . 2 6 0 1 L4 S 66°21'37" E 358.79'S 66°35'00" E 156.68' C3 C4 N 2 3 ° 2 9 ' 4 3 " E 1 9 6 . 5 6 ' N 3 1 ° 3 0 ' 4 4 " E 1 0 3 . 1 7 ' N 4 7 ° 5 3 ' 4 4 " E 7 2 . 7 5 ' S 75°10'16" E 1 0 9 . 4 5 ' S 1 0 ° 0 1 ' 1 6 " E 1 0 6 . 0 5 ' S 1 4 ° 5 5 ' 1 6 " E 1 2 5 . 6 0 ' L5 L6 L1 0 C7 C8 L11 L12 C9 TWO F A R M S I N C . , E T A L PIN #0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB. 64 8 6 , P G . 2 9 8 8 5235 C A S T L E H A Y N E R D . TRAC T 4 - 0 . 8 3 A C R E S + / - TWO F A R M S I N C . PIN #0 1 1 1 7 - 0 0 4 - 0 0 2 - 0 0 0 DB. 64 8 6 , P G . 2 9 8 8 5224 C A S T L E H A Y N E R D . TRAC T 3 - 1 . 0 3 A C R E S + / - TWO F A R M S I N C . , E T A L TRACT 5 / T R A C T 1 PIN #0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB. 49 8 6 , P G . 2 6 0 1 5219 C A S T L E H A Y N E R D . 0.52 A C R E S + / - TWO F A R M S I N C . , E T A L TRAC T 2 PIN #0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB. 64 8 6 , P G . 2 9 8 8 TRACT B - M B . 3 4 , P G . 1 1 9 - 521 2 C A S T L E H A Y N E R D . 3.44 A C R E S + / - TWO F A R M S I N C . , E T A L TRACT 5 / T R A C T 2 PIN #0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB. 49 8 6 , P G . 2 6 0 1 5219 C A S T L E H A Y N E R D . 0.43 A C R E S + / - 22 8 . 5 2 ' CISTE R N W/36" D I P TOP=9 . 0 8 ' 1 5 " R C P 15" RCP 15" R C P 15" R C P CB GR A T E TOP= 1 8 . 3 0 ' IN=14 . 8 5 ' ( W E S T ) OUT=1 4 . 7 7 ' ( E A S T ) CB GR A T E TOP=1 8 . 7 0 ' IN=15 . 0 3 ' ( N W ) OUT=1 4 . 9 9 ' ( E A S T ) CB GR A T E TOP=1 8 . 5 4 ' OUT=1 5 . 2 5 ' ( S E ) CB GR A T E TOP=1 7 . 6 3 ' IN=14 . 0 5 ' ( W E S T ) IN=14 . 1 3 ' ( N O R T H ) OUT=1 3 . 9 9 ' ( S O U T H ) INV=1 2 . 4 3 ' CB GR A T E TOP=1 6 . 8 3 ' OUT=1 3 . 6 3 ' ( S O U T H ) 60" CM P TOP=1 0 . 3 4 ' INV O U T = 5 . 0 6 ' 60" DI P INV IN = 4 . 7 9 ' 36" DI P INV=4 . 6 8 ' 60" DIP 60" C M P 60" C M P 60" DI P TOP=8 . 6 3 ' INV=5 . 5 9 ' CB GR A T E TOP=1 5 . 3 8 ' IN=10 . 7 8 ' ( N O R T H ) IN=10 . 7 8 ' ( W E S T ) OUT=1 0 . 6 8 ' ( E A S T ) 15" RC P INV=9 . 1 2 ' 15" RC P CB GR A T E TOP= 1 5 . 5 8 ' OUT=1 2 . 3 7 ' INV=1 1 . 7 2 ' 15" RC P 60" RC P INV=5 . 9 7 ' INV=5 . 8 6 ' INV=5 . 7 1 ' 60" RC P 15" RC P CB GR A T E TOP= 1 4 . 3 0 ' IN=6. 1 0 ' ( 6 0 " R C P N E ) IN=6. 5 2 ' ( 1 5 " R C P N O R T H ) IN=10 . 6 0 ' ( 1 5 " R C P S E ) OUT=6 . 0 8 ' ( 6 0 " R C P S W ) 15" RC P APPRO X . J B X INV=1 4 . 2 5 ' 15" RC P INV=1 4 . 4 5 ' INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 6 6 ' INV=1 5 . 5 9 ' 12" RC P INV=1 2 . 5 7 ' INV=1 2 . 0 3 ' 12" CM P INV=1 4 . 1 3 ' INV=1 3 . 9 3 ' 12" RC P INV=1 4 . 3 5 ' INV=1 4 . 0 8 ' 12" RC P TOP O F B A N K L13 WETLA N D S WETLA N D S U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h 35.0' 35 . 0 ' Z O N I N G SE T B A C K 35.0' ZONING SETBACK TWO FARMS INC., ETAL TRACT 2 PIN #01117-004-001-000 DB. 6486, PG. 2988 TRACT B - MB. 34, PG. 119 - 5212 CASTLE HAYNE RD. 3.44 ACRES +/- 515.5' 21 7 . 1 ' 10 3 . 2 ' 72 . 5 ' 109.4' 1 0 6 . 1 ' 1 2 5 . 6 ' 28 6 . 7 ' 20.3' 16 . 3 ' 35.0' 35 . 0 ' Z O N I N G SE T B A C K 35.0' ZONING SETBACK 515.5' 21 7 . 1 ' 10 3 . 2 ' 72 . 5 ' 109.4' 1 0 6 . 1 ' 1 2 5 . 6 ' 28 6 . 7 ' 20.3' 16 . 3 ' SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) CONSTRUCTION ENTRANCE (TYP) CONCRETE WASHOUT AREA (TYP) SILT FENCE (TYP) LIMITS OF DISTURBANCE ROCK PIPE INLET PROTECTION (SEE DETAIL ON SHEET C3.8B) DOUBLE ROW SILT FENCE (TYP) WATTLE CHECK SEDIMENT BASIN DIVERSION DITCH WATTLE CHECK WATTLE CHECK DIVERSION DITCH SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT FENCE (TYP) ROCK PIPE INLET PROTECTION (SEE DETAIL ON SHEET C3.8B) EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SILT FENCE DOUBLE ROW SILT FENCE WETLANDS CONSTRUCTION ENTRANCE Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C S& E C - I N I T I A L ( 1 O F 2 ) C3.1 MATCH L I N E LOD LOD XX X XXXX XX T T T T U CB G R A T E TO P = 1 8 . 9 9 ' IN = 1 1 . 9 7 ' ( N O R T H ) OU T = 1 1 . 8 9 ' ( S O U T H ) 12 " R C P CB G R A T E TO P = 1 9 . 3 2 ' IN = 1 2 . 1 7 ' ( N O R T H ) 12 " R C P 12 " R C P CB G R A T E TO P = 1 9 . 8 2 ' IN V E R T S IN A C C E S S I B L E GR A T E TO P = 1 5 . 7 4 ' IN = 1 2 . 3 1 ' ( N O R T H ) OU T = 1 2 . 2 6 ' ( S O U T H ) GR A T E TO P = 2 0 . 5 5 ' OU T = 1 7 . 1 2 ' ( S O U T H ) CB G R A T E TO P = 2 0 . 0 4 ' GR A T E TO P = 1 8 . 5 4 ' CB G R A T E TO P = 1 9 . 9 4 ' GR A T E TO P = 1 8 . 9 0 ' CB G R A T E TO P = 2 0 . 1 1 ' CB G R A T E TO P = 1 9 . 6 9 ' RC P GA R D E N P L A C E D R . (7 0 ' P U B L I C R / W ) PR I N C E G E O R G E A V E . (5 0 ' P R I V A T E R / W ) CASTLE HAYNE RD. (PUBLIC R/W VARIES) SR-133 HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C S& E C - I N I T I A L ( 2 O F 2 ) C3.2 MA T C H L I N E EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SILT FENCE DOUBLE ROW SILT FENCE WETLANDS CONSTRUCTION ENTRANCE LOD LOD XX X XXXX XX T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T 3 5 ' S E T B A C K 35 ' S E T B A C K 25' LANDSCAPE B U F F E R CS JB CS CONSTRUCTION ENTRANCE (TYP) CONCRETE WASHOUT AREA (TYP) SILT FENCE (TYP) LIMITS OF DISTURBANCE SILT FENCE (TYP) DOUBLE ROW SILT FENCE (TYP) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) OUTLET PROTECTION (TYP) EMERGENCY OVERFLOW SPILLWAY FAIRCLOTH SKIMMER HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SEDIMENT FOREBAY BERM ELEV. = 14.5' OUTFALL CONTROL STRUCTURE SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) ROCK PIPE INLET PROTECTION (SEE DETAIL ON SHEET C3.8B) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) ROCK PIPE INLET PROTECTION (SEE DETAIL ON SHEET C3.8B) WETLANDS TO BE FILLED PER PERMIT SAW-2012-02063 35' SETBACK EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SILT FENCE DOUBLE ROW SILT FENCE WETLANDS CONSTRUCTION ENTRANCE S& E C - I N T E R M E D I A T E ( 1 O F 2 ) C3.3 MATCH L I N E Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C LOD LOD XX X XXXX XX CB G R A T E TO P = 1 8 . 9 9 ' IN = 1 1 . 9 7 ' ( N O R T H ) OU T = 1 1 . 8 9 ' ( S O U T H ) 12 " R C P CB G R A T E TO P = 1 9 . 3 2 ' IN = 1 2 . 1 7 ' ( N O R T H ) 12 " R C P 12 " R C P CB G R A T E TO P = 1 9 . 8 2 ' IN V E R T S IN A C C E S S I B L E GR A T E TO P = 1 5 . 7 4 ' IN = 1 2 . 3 1 ' ( N O R T H ) OU T = 1 2 . 2 6 ' ( S O U T H ) GR A T E TO P = 2 0 . 5 5 ' OU T = 1 7 . 1 2 ' ( S O U T H ) CB G R A T E TO P = 2 0 . 0 4 ' GR A T E TO P = 1 8 . 5 4 ' CB G R A T E TO P = 1 9 . 9 4 ' GR A T E TO P = 1 8 . 9 0 ' CB G R A T E TO P = 2 0 . 1 1 ' CB G R A T E TO P = 1 9 . 6 9 ' RC P GA R D E N P L A C E D R . (7 0 ' P U B L I C R / W ) PR I N C E G E O R G E A V E . (5 0 ' P R I V A T E R / W ) CASTLE HAYNE RD. (PUBLIC R/W VARIES) SR-133 SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C S& E C - I N T E R M E D I A T E ( 2 O F 2 ) C3.4 MA T C H L I N E EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SILT FENCE DOUBLE ROW SILT FENCE WETLANDS CONSTRUCTION ENTRANCE LOD LOD XX X XXXX XX RIGHT-OF-WAY EXISTING DRIVEWAYS T T IPF IPF 1 5 " R C P ZONE X ( 2 % ) ZONE X ( 2 % ) ZONE A E ZONE A E ZONE A E STREA M SEWE R E A S E M E N T P E R DB. 34 5 6 , P G . 5 9 4 & DB. 49 8 6 , P G . 2 6 0 1 CISTE R N W/36" D I P TOP=9 . 0 8 ' 1 5 " R C P 15" RCP 15" R C P 15" R C P CB GR A T E TOP= 1 8 . 3 0 ' IN=14 . 8 5 ' ( W E S T ) OUT=1 4 . 7 7 ' ( E A S T ) CB GR A T E TOP=1 8 . 7 0 ' IN=15 . 0 3 ' ( N W ) OUT=1 4 . 9 9 ' ( E A S T ) CB GR A T E TOP=1 8 . 5 4 ' OUT=1 5 . 2 5 ' ( S E ) CB GR A T E TOP=1 7 . 6 3 ' IN=14 . 0 5 ' ( W E S T ) IN=14 . 1 3 ' ( N O R T H ) OUT=1 3 . 9 9 ' ( S O U T H ) INV=1 2 . 4 3 ' CB GR A T E TOP=1 6 . 8 3 ' OUT=1 3 . 6 3 ' ( S O U T H ) 60" CM P TOP=1 0 . 3 4 ' INV O U T = 5 . 0 6 ' 60" DI P INV IN = 4 . 7 9 ' 36" DI P INV=4 . 6 8 ' 60" DIP 60" C M P 60" C M P 60" DI P TOP=8 . 6 3 ' INV=5 . 5 9 ' CB GR A T E TOP=1 5 . 3 8 ' IN=10 . 7 8 ' ( N O R T H ) IN=10 . 7 8 ' ( W E S T ) OUT=1 0 . 6 8 ' ( E A S T ) 15" RC P INV=9 . 1 2 ' INV=1 1 . 7 2 ' 15" RC P 60" RC P INV=5 . 9 7 ' INV=5 . 8 6 ' INV=5 . 7 1 ' 60" RC P 15" RC P CB GR A T E TOP= 1 4 . 3 0 ' IN=6. 1 0 ' ( 6 0 " R C P N E ) IN=6. 5 2 ' ( 1 5 " R C P N O R T H ) IN=10 . 6 0 ' ( 1 5 " R C P S E ) OUT=6 . 0 8 ' ( 6 0 " R C P S W ) 15" RC P APPRO X . J B X INV=1 4 . 2 5 ' 15" RC P INV=1 4 . 4 5 ' INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 6 6 ' INV=1 5 . 5 9 ' 12" RC P INV=1 2 . 5 7 ' INV=1 2 . 0 3 ' 12" CM P INV=1 4 . 1 3 ' INV=1 3 . 9 3 ' 12" RC P INV=1 4 . 3 5 ' INV=1 4 . 0 8 ' 12" RC P TOP O F B A N K WETLA N D S WETLA N D S T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h 35 ' S E T B A C K U . S . H Y Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) JB JB JB DCV DCV CS JB CS SILT FENCE (TYP) LIMITS OF DISTURBANCE SILT FENCE (TYP) DOUBLE ROW SILT FENCE (TYP) OUTLET PROTECTION (TYP) EMERGENCY OVERFLOW SPILLWAY SEDIMENT FOREBAY BERM ELEV. = 14.5' SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) ROCK PIPE INLET PROTECTION (SEE DETAIL ON SHEET C3.8B) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) ROCK PIPE INLET PROTECTION (SEE DETAIL ON SHEET C3.8B) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) PS PS PS PS PS PS PS PS PS PS PS PS PS PS 35' SETBACK 3 5 ' S E T B A C K Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C S& E C - F I N A L ( 1 O F 2 ) C3.5 MATCH L I N E EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SILT FENCE DOUBLE ROW SILT FENCE WETLANDS CONSTRUCTION ENTRANCE LOD LOD XX X XXXX XX T T T T U CB G R A T E TO P = 1 8 . 9 9 ' IN = 1 1 . 9 7 ' ( N O R T H ) OU T = 1 1 . 8 9 ' ( S O U T H ) 12 " R C P CB G R A T E TO P = 1 9 . 3 2 ' IN = 1 2 . 1 7 ' ( N O R T H ) 12 " R C P 12 " R C P CB G R A T E TO P = 1 9 . 8 2 ' IN V E R T S IN A C C E S S I B L E GR A T E TO P = 1 5 . 7 4 ' IN = 1 2 . 3 1 ' ( N O R T H ) OU T = 1 2 . 2 6 ' ( S O U T H ) GR A T E TO P = 2 0 . 5 5 ' OU T = 1 7 . 1 2 ' ( S O U T H ) CB G R A T E TO P = 2 0 . 0 4 ' GR A T E TO P = 1 8 . 5 4 ' CB G R A T E TO P = 1 9 . 9 4 ' GR A T E TO P = 1 8 . 9 0 ' CB G R A T E TO P = 2 0 . 1 1 ' UG G A S T E S T S T A T I O N CB G R A T E TO P = 1 9 . 6 9 ' RC P GA R D E N P L A C E D R . (7 0 ' P U B L I C R / W ) PR I N C E G E O R G E A V E . (5 0 ' P R I V A T E R / W ) CASTLE HAYNE RD. (PUBLIC R/W VARIES) SR-133 SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) HARDWARE CLOTH AND GRAVEL INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) SILT BAG INLET PROTECTION (SEE DETAIL ON SHEET C3.8A) PS PS PS PS PS PS PS PS PS PS Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C S& E C - F I N A L ( 2 O F 2 ) C3.6 MA T C H L I N E EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SILT FENCE DOUBLE ROW SILT FENCE WETLANDS CONSTRUCTION ENTRANCE LOD LOD XX X XXXX XX EXISTING RIGHT-OF-WAY 2" FORCE MAIN EXISTING C&G EXISTING DRIVEWAYS Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C ER O S I O N A N D S E D I M E N T C O N T R O L N O T E S C3.7 SWPPP INITIAL PHASE NO.CONSTRUCTION ACTIVITIES SCHEDULE CONSIDERATION 1 OBTAIN COPIES OF ALL PLAN APPROVALS AND OTHER APPLICABLE PERMITS. CONTRACTOR TO HAVE ONSITE AT ALL TIMES DURING CONSTRUCTION. 2 FLAG THE WORK LIMITS, BARRICADE TREES AND MARK BUFFER AREAS FOR PROTECTION. HAVE LOCAL REGULATORY AGENCY INSPECT TREE BARRICADES, IF REQUIRED. 3 HOLD PRE CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION, IF REQUIRED. REVIEW TREE PROTECTION (BARRICADE) WITH OWNER AND LOCAL REGULATORY AGENCY. TAKE PICTURES OF ALL PROTECTED TREES AND LOCATIONS WHERE SITE WORK TIES INTO EXISTING TO DOCUMENT PREDEVELOPMENT PROCEDURES. 4 INSTALL CONSTRUCTION ACCESS AND LAY DOWN AREAS. PUT INTO PLACE THE PRIMARY EROSION AND SEDIMENTATION CONTROL PRACTICES FOR THE SITE, I.E., SILT FENCE, INLET PROTECTION, AND A WATER CONVEYANCE SYSTEM BEFORE UNDERTAKING MAJOR LAND DISTURBING ACTIVITIES. STABILIZE BARE AREAS IMMEDIATELY AND INSTALL CONSTRUCTION EXITS / ENTRANCE. 5 CONSTRUCT SEDIMENT BASIN AND BARRIERS - BASIN TRAPS, SEDIMENT FENCES, AND OUTLET PROTECTION INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE IS ACCESSED. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DURING GRADING. 6 ESTABLISH RUNOFF CONTROL - DIVERSIONS, PERIMETER DIKES, WATER BARS, AND OUTLET PROTECTION. INSTALL KEY PRACTICES AFTER PRINCIPAL SEDIMENT TRAPS AND BEFORE LAND GRADING. INSTALL ADDITIONAL RUNOFF-CONTROL MEASURES DURING GRADING. 7 LAND CLEARING AND GRADING - SITE PREPARATION CUTTING, FILLING AND GRADING, SEDIMENTATION TRAPS, BARRIERS, DIVERSIONS, DRAINS, SURFACE ROUGHENING. BEGIN MAJOR CLEARING AND GRADING AFTER PRINCIPAL SEDIMENT AND KEY RUNOFF-CONTROL MEASURES ARE INSTALLED. CLEAR BORROW AND DISPOSAL AREAS ONLY AS NEEDED. INSTALL ADDITIONAL CONTROL MEASURES AS GRADING PROGRESSES. MARK TREES AND BUFFER AREAS FOR PRESERVATION. SWPPP INTERMEDIATE PHASE NO.CONSTRUCTION ACTIVITIES SCHEDULE CONSIDERATION 8 RUNOFF CONVEYANCE SYSTEM - INSTALL STORM DRAINS, STABILIZE BANKS, CHANNELS, INSTALL INLET AND OUTLET PROTECTION, SLOPE DRAINS. WHERE NECESSARY, STABILIZE BANKS AS EARLY AS POSSIBLE. INSTALL PRINCIPAL RUNOFF CONVEYANCE SYSTEM WITH RUNOFF-CONTROL MEASURES. INSTALL REMAINDER OF SYSTEM AFTER GRADING. 9 INSTALL WASTEWATER COLLECTION AND WATER DISTRIBUTION. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE. SWPPP FINAL PHASE NO.CONSTRUCTION ACTIVITIES SCHEDULE CONSIDERATION 10 SURFACE STABILIZATION - TEMPORARY AND PERMANENT SEEDING, MULCHING, SODDING, RIPRAP. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE. 11 BUILDING CONSTRUCTION - BUILDINGS, UTILITIES, ROADS, ETC. INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES AS WORK TAKES PLACE. 12 LANDSCAPING AND FINAL STABILIZATION - TOPSOILING, TREES AND SHRUBS, PERMANENT SEEDING, MULCHING, SODDING, RIPRAP. LAST CONSTRUCTION PHASE - STABILIZE ALL OPEN AREAS, INCLUDING BORROW AND SPOIL AREAS. REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES. RIP-RAP APRON10 — SLOPE TRACKING DETAIL8 CONCRETE WASH AREA3SILT FENCE2CONSTRUCTION ENTRANCE1 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SILT BAG INLET PROTECTION5 FILTER BAG6 CHECK DAM7 TEMPORARY AND PERMANENT SEEDING 9 HARDWARE CLOTH AND GRAVEL INLET PROTECTION4 ER O S I O N A N D S E D I E M N T C O N T R O L D E T A I L S ( 1 O F 2 ) C3.8A SKIMMER BASIN1 TEMPORARY DIVERSION DITCH2 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C ER O S I O N A N D S E D I E M N T C O N T R O L D E T A I L S ( 2 O F 2 ) C3.8B NCG01 GROUND STABILIZATION AND MATERIALS HANDLING NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING · · · · Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C CO N S T R U C T I O N G E N E R A L P E R M I T ( N C G O 1 ) N O T E S C3.9 U. S . H W Y 1 1 7 A. K . A . ( N . C . H W Y 1 3 2 an d N . C O L L E G E R D . 10 0 ' P U B L I C R / W B M 2 9 , P G 1 4 1 STRE A M SEWE R E A S E M E N T P E R DB. 34 5 6 , P G . 5 9 4 & DB. 49 8 6 , P G . 2 6 0 1 CA S T L E H A Y N E R D . ( N C - 1 3 3 ) PU B L I C 6 0 ' R / W BM 2 9 , P G 1 4 1 TOP O F B A N K WETLA N D S WETLA N D S T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T 24' 50 ' 46 ' 9'20 ' 5' 14 ' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R2.0' R21.0' R35.0' R33.5' R9.0' R4.0' 9' 20' 15 ' 25 ' L A N D S C A P E BU F F E R 35 ' B L D G . S E T B A C K 35' BLDG. SETBACK 25' LANDSCAPE BUFFER 35' BLDG. SETB A C K 25' LANDSCAP E BUFFER 25' L A N D S C A P E BUF F E R 35' B L D G . S E T B A C K 35' B L D G . S E T B A C K 25' L A N D S C A P E BUF F E R 12 ' 12 ' 12 ' PROPANE TANK VENTS 8.0' 20 . 0 ' 38 ' PROPOSED FULL ACCESS ENTRANCE 16 . 5 ' 1 6 . 5 ' 38 ' R50.0' R50.0' R2.0' R2.0' R33.5' 10' STEM LENGTH OF SITE ACCESS 1: 125' STEM LENGTH OF SITE ACCESS 2: 75' 12'12' 12.0 ' 12.0 ' 12.0 '12.0 ' 12.0 ' 12.0 ' 12.0 ' 25 ' L A N D S C A P E BU F F E R R35.0' AREA OF NEW PAVEMENT AREA OF PAVEMENT TO BE MILLED AND RESURFACED AREA OF NEW PAVEMENT AREA OF NEW PAVEMENT AREA OF PAVEMENT TO BE MILLED AND RESURFACED AREA OF PAVEMENT TO BE MILLED AND RESURFACED PROPOSED RIGHT-IN, RIGHT-OUT ENTRANCE R2.0' R2.0' TERMINATE CURB AT RIGHT-OF-WAY PER DETAIL ON SHEET C4.6 TERMINATE CURB AT RIGHT-OF-WAY PER DETAIL ON SHEET C4.6 SITE LIGHTING POLE AND BASE (TYP.) SEE TRUNCATED DOME DETAIL ON SHEET C4.6 SEE MOUND UP DETAIL ON SHEET C4.6 7.7' 6. 3 ' Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SI T E P L A N C4.0 KEY NOTES FUEL CANOPY, REFER TO ARCH PLANS FOR DETAILS UNDERGROUND FUEL STORAGE TANKS, REFER TO FUEL SYSTEM PLANS FOR DETAILS DUMPSTER ENCLOSURE, REFER TO SHEET C4.8 FOR DETAILS AIR AND VACUUM MACHINE, REFER TO SHEET C4.7 FOR DETAILS BIKE RACK SITE SIGNAGE, REFER TO SIGNAGE PLANS (SHEET C4.4 FOR DETAILS 4" BOLLARD, SPACED EVERY 4.5', SEE SHEET C4.7 FOR DETAIL 4" BOLLARD AT FUEL CANOPY, REFER TO FUEL SYSTEM PLANS FOR DETAILS STOP SIGN (R1-1), SEE MUTCD AND SHEET C4.7 FOR DETAIL ADA PARKING SIGN, SEE SHEET C4.6 FOR DETAIL ADA PARKING AREA 24" WHITE STOP BAR, SEE SHEET C4.7 FOR DETAIL 4" WIDE DOUBLE SOLID YELLOW LINE (DSYL) TYPICAL PAVEMENT MARKINGS CONCRETE SIDEWALK, SEE SHEET C4.6 FOR DETAIL 6" CONCRETE PARKING PAD PAVEMENT, SEE SHEET C4.6 FOR PAVEMENT SECTION 8" CONCRETE FUEL TANK PAD AND DUMPSTER PAD PAVEMENT, SEE SHEET C4.6 FOR PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT, SEE SHEET C4.6 FOR PAVEMENT SECTION 6" CONCRETE FUEL CANOPY PAD PAVEMENT, SHEET C4.6 FOR PAVEMENT SECTION 18" CURB AND GUTTER, SEE SHEET C4.6 FOR DETAIL CONCRETE TRANSFORMER PAD PER UTILITY OWNER'S REQUIREMENTS LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR PLANTING LAYOUT WATER SEPARATOR - RECLAMATION SUSH DO NOT ENTER SIGN RELOCATED DISTANCE INFORMATION SIGN RELOCATED HIGHWAY SIGN HIGHWAY SPEED LIMIT SIGN, SEE SHEET C4.6 FOR DETAIL SITE SUMMARY TABLE SITE AREA SITE AREA: DISTURBED AREA: IMPERVIOUS AREA: PERVIOUS AREA: ZONING JURISDICTION: ZONING: FRONT SETBACK: NEW HANOVER COUNTY B-2 SIDE SETBACK: REAR SETBACK: 1.17± AC. (41.6%) 5.50± AC. 2.81± AC. BUILDING INFORMATION C-STORE BUILDING AREA: C-STORE HEIGHT: CANOPY BUILDING AREA: CANOPY HEIGHT: PARKING SUMMARY REQUIRED PARKING:1 SPACE / 400 S.F. PROVIDED PARKING: 42 SPACES (2 ADA SPACES) 1 SPACE / 102 S.F. STANDARD STALL DIMENSION: 24' 9' x 20' MIN. DRIVE WIDTH: 20 FT 5280 SF 25 FT 4,710 SF 35' 35' 35' 1.64± AC. (58.4%) 12 SPACES REQUIRED (4,710 SF / 400 S.F. SITE ACCESS SUMMARY US 117 SITE ACCESS 1 100' STORAGE / 50' DECELERATIONLEFT TURN LANE: RIGHT TURN LANE:100' STORAGE / 50' DECELERATION NC 133 SITE ACCESS 2RIGHT TURN LANE: 100' TAPER 75' STORAGE / 50' DECELERATION 100' TAPER 100' TAPER 50.5' 44.2' 52.5658' 68.5 ' 94.3' FUEL SIGN FUEL SIGN LEGEND: PROPERTY LINE LIMITS OF DISTURBANCE SETBACK LINE BUFFER LINE TRAFFIC ROUTING PARKING COUNT NOTE: ALL DIMENSION ARE TO FACE OF CURB UNLESS SPECIFICALLY NOTED. ZONE X ( 2 % ) ZONE X ( 2 % ) ZONE A E ZONE A E ZONE A E STREA M TOP O F B A N K WETLA N D S WETLA N D S U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h A R E A O F N E W P A V E M E N T A R E A O F P A V E M E N T T O B E MI L L E D A N D R E S U R F A C E D A R E A O F N E W P A V E M E N T 1 2 7 ' 12' 12' 11' 12' 5 6 . 5 ' 1 0 0 ' 12' 12 ' 12' 48 ' 10 0 . 3 ' 10 . 5 ' TI E I N T O E X . E D G E O F P A V E M E N T TI E I N T O E X . E D G E O F P A V E M E N T 50 ' 12 8 ' 75 ' 17' 4" D O U B L E Y E L L O W LI N E S ( 3 7 L F ) 2 4 " S T O P B A R S T O P S I G N R E L O C A T E D HI G H W A Y S I G N 24" STOP BAR STOP SIGN PAINTED RIGHT AND LEFT TURN ARROW (TYP.) PAINTED ONE WAY ARROW (TYP.) PAINTED RIGHT TURN ARROW (TYP.) PAINTED ONE WAY ARROW (TYP.) ADA PARKING AREA (TYP.) 4" WHITE PARKING LINE (TYP.) ADA PARKING SIGN (TYP.) DIRECTIONAL SIGN (SEE ARCHITECTURAL PLANS FOR DETAILS) DIRECTIONAL SIGN (SEE ARCHITECTURAL PLANS FOR DETAILS) STANDARD DUTY ASPHALT CONCRETE PARKING PAD PAVEMENT CONCRETE FUEL CANOPY PAD PAVEMENT CONCRETE FUEL TANK PAD PAVEMENT CONCRETE DUMPSTER PAD PAVEMENT P R O P O S E D E D G E O F P A V E M E N T 4" W H I T E L I N E LI M I T S O F D I S T U R B A N C E P A I N T E D T U R N A R R O W S ( T Y P . ) 4" B R O K E N W H I T E S K I P L I N E S 4" S O L I D D O U B L E Y E L L O W L I N E S P R O P O S E D D R I V E W A Y FUEL SIGN 4" WHITE ANGLED STRIPED ISLAND AT 1' SPACING RELOCATED INTERSTATE SIGN AREA OF NEW PAVEMENT AREA OF PAVEMENT TO BE MILLED AND RESURFACED 4" WHITE SKIP LINES PROPOSED EDGE OF PAVEMENT PAINTED TURN ARROW (TYPICAL) 4" WHITE MINI SKIP LINES RIGHT OF WAY RIGHT OF WAY 12'12' 18' 1 5 . 0 ' 15 . 0 ' 35 . 0 ' 4 " W H I T E S K I P L I N E S 4 " W H I T E M I N I S K I P L I N E S 4 " S O L I D W H I T E LI N E ( T U R N L A N E ) 4 " S O L I D W H I T E LI N E 4" S O L I D D O U B L E Y E L L O W L I N E S RI G H T O F W A Y 30.0 ' 29.9 ' A R E A O F P A V E M E N T T O B E M I L L E D A N D R E S U R F A C E D 4 " D O U B L E Y E L L O W LI N E S Y E L L O W D I A G O N A L L I N E S ( 2 : 1 S L O P E ) Y E L L O W D I A G O N A L L I N E S (2 : 1 S L O P E ) TERMINATE CURG AND GUTTER AT RIGHT-OF-WAY LINE PER DETAIL ON SHEET C4.6 12 . 0 ' 11 . 5 ' FUEL SIGN TERMINATE CURG AND GUTTER AT RIGHT-OF-WAY LINE PER DETAIL ON SHEET C4.6 SITE SUMMARY TABLE DIVISION SIX/DISTRICT TWO Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C PA V E M E N T A N D S T R I P I N G P L A N C4.2 INTERNAL SITE PAVING LEGEND 6" CONCRETE PARKING PAD PAVEMENT, SEE SHEET C4.6 FOR PAVEMENT SECTION 8" CONCRETE FUEL TANK PAD AND DUMPSTER PAD PAVEMENT, SEE SHEET C4.6 FOR PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT, SEE SHEET C4.6 FOR PAVEMENT SECTION 6" CONCRETE FUEL CANOPY PAD PAVEMENT, SHEET C4.6FOR PAVEMENT SECTION NOTE: 1.ALL PAVEMENT MARKING LOCATED WITHIN THE RIGHT OF WAY SHALL BE THERMOPLASTIC. 2.REFER TO GEOTECHNICAL REPORT BY ECS SOUTHEAST, LLP, DATED MARCH 9TH, 2022 OR CONFIRM WITH ROYAL FARMS CONSTRUCTION REP AT TIME OF BIDDING 3.SEE SHEET C4.8 FOR ADDITIONAL PAVEMENT MARKING DETAILS. 4.SEE SHEET C4.6 FOR ADDITIONAL PAVEMENT SECTIONS. SITE SUMMARY TABLE SITE AREA SITE AREA: DISTURBED AREA: IMPERVIOUS AREA: PERVIOUS AREA: ZONING JURISDICTION: ZONING: FRONT SETBACK: NEW HANOVER COUNTY B-2 SIDE SETBACK: REAR SETBACK: 1.22± AC. (43.0%) 5.50± AC. 2.81± AC. BUILDING INFORMATION C-STORE BUILDING AREA: C-STORE HEIGHT: CANOPY BUILDING AREA: CANOPY HEIGHT: PARKING SUMMARY REQUIRED PARKING:1 SPACE / 400 S.F. PROVIDED PARKING: 46 SPACES (2 ADA SPACES) 1 SPACE / 102 S.F. STANDARD STALL DIMENSION: 24' 9' x 20' MIN. DRIVE WIDTH: 20 FT 5280 SF 25 FT 4,710 SF 35' 35' 35' 1.59± AC. (57.0%) 12 SPACES REQUIRED (4,710 SF / 400 S.F. SITE ACCESS SUMMARY US 117 SITE ACCESS 1 100' STORAGE / 50' DECELERATIONLEFT TURN LANE: RIGHT TURN LANE:100' STORAGE / 50' DECELERATION NC 133 SITE ACCESS 2RIGHT TURN LANE: 100' TAPER 75' STORAGE / 50' DECELERATION 100' TAPER 100' TAPER CURB AT PARKING LOT ISLANDS AND ADJACENT TO SIDEWALKS OR 4" WHITE PAINT LINE IN NON CURBED DOUBLE PARKING BAYS. NOTES: 1.PROVIDE 2 COATS OF PAINT ON ALL SITE STRIPING. 2.SEE SITE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS. 3.CONCRETE JOINT TO LAND ON STRIPING. 4" WHITE PAINT LINE (TYP.)20 ' - 0 " ( T Y P . ) 4'-6" TYPICAL 9' PARKING SPACE DETAIL NOT TO SCALE 2'-3"2'-3" TYPICAL BOLLARD LAYOUT - SEE EXHIBIT "G" STANDARD DETAILS 4 FOR ADDITIONAL INFORMATION STOP BAR GRAPHIC NOT TO SCALE RIGHT-OF-WAY PAVING LEGEND: AREA OF NEW ASPHALT. HEAVY DUTY ASPHALT TO BE USED PER NCDOT STANDARDS AREA TO BE MILLED AND RESURFACED. HEAVY DUTY ASPHALT PAVEMENT SECTION (TO BE USED IN RIGHT-OF-WAY) 3.0" SURFACE COURSE (S9.5 C) 8.0" AGGREGATE BASE COURSE (B25.0C) COMPACTED SUBGRADE (98% ASTM D698 TO 12.0" DEPTH) PAVEMENT WIDENING-SECONDARY ROADS (MILLING REQUIRED THREE FEET AT DEPTH OF 1.5" AT EXISTING EDGE ALONG ENTIRE LENGTH OF WIDENING) DRAWING IS NOT TO SCALE 6" AGGREGATE BASE COURSE (COMPACTED TO 98% COMPACTED PER GEOTECHNICAL REPORT) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 2" ASPHALT SURFACE COURSE (COMPACTED TO 92-96% DENSITY) NOTE: 1.REVISE TO MEET JOB AND LOCAL JURISDICTION REQUIREMENTS AND GEOTECHNICAL REPORT REQUIREMENTS. THE MINIMUM REQUIRED THICKNESS ARE SHOWN IN THE DETAIL. USE LOCAL DOT PAVEMENT MIX DESIGN FOR WEARING AND BINDING COURSES. 2.PROOF ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND AREAS REQUIRING ADDITIONAL COMPACTION. NOTIFY ENGINEER OF UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING. 3.VERIFY WITH GEOTECHNICAL ENGINEER FOR PAVEMENT THICKNESS. 4.REFER TO GEOTECHNICAL REPORT BY ECS SOUTHEAST, LLP, DATED MARCH 9TH, 2022. STANDARD ASPHALT PAVEMENT DETAIL (TO BE USED INTERNAL TO SITE) SITE ACCESS SUMMARY US 117 SITE ACCESS 1 100' STORAGE / 50' DECELERATIONLEFT TURN LANE: RIGHT TURN LANE:100' STORAGE / 50' DECELERATION NC 133 SITE ACCESS 2RIGHT TURN LANE: 100' TAPER 75' STORAGE / 50' DECELERATION 100' TAPER 100' TAPER ADA PARKING NOT TO SCALE U. S . H W Y 1 1 7 A. K . A . ( N . C . H W Y 1 3 2 an d N . C O L L E G E R D . 10 0 ' P U B L I C R / W B M 2 9 , P G 1 4 1 SEWE R E A S E M E N T P E R DB. 34 5 6 , P G . 5 9 4 & DB. 49 8 6 , P G . 2 6 0 1 CA S T L E H A Y N E R D . ( N C - 1 3 3 ) PU B L I C 6 0 ' R / W BM 2 9 , P G 1 4 1 U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h Oil T a n k e r EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T 41.804 20.259 Max 90° Horiz Max 10° Vert 5.81 21.818 4.298 4.298 26.115 5.581 14.731 4.839 9.186 3.609 11.592 1.701 Oil Tanker Overall Length 50.725ft Overall Width 8.202ft Overall Body Height 11.141ft Min Body Ground Clearance 1.049ft Max Track Width 8.202ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 21.325ft Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C TR U C K R O U T E P L A N C4.3 U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h STOP SIGN (SEE SHEET 4.6 FOR DETAILS) STOP SIGN (SEE SHEET 4.6 FOR DETAILS) R E L O C A T E D H I G H W A Y S I G N RELOCATED INTERSTATE SIGN Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SI G N A G E P L A N C4.4 S C A L E = 1/2" = 1'-0" 1 FUEL SIGN ELEVATION KEYNOTES: 1.FUEL SIGN 2.BUILDING CHANNEL LETTERS 2A. CHANNEL LETTERS 3.DIRECTIONAL SIGN 4.NOT USED 5.CANOPY CHANNEL LETTERS 6.ACCESSIBLE PARKING SIGN 7.PUMP DESIGNATOR BLADE SIGNS 45 STOP SIGN DETAIL NOTES: 1. STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF ASTM A 499-81 GRADE 60 AND TO THE CHEMICAL REQUIREMENTS OF ASTM AI-76 CARBON STEEL TEE RAIL HAVING NOMINAL WEIGHT OF 3 LB. OR GREATER PER LINEAR FOOT. 2. AFTER FABRICATION ALL STEEL POSTS SHALL BE GALVANIZED TO MEET THE REQUIREMENTS OF ASTM A-123. 3. SIGN MOUNTING HEIGHT TO BE PER MUTCD REQUIREMENTS. 4. ALL SIGN POSTS SHALL HAVE "BREAK AWAY" FEATURES THAT MEET AASHTO REQUIREMENTS CONTAINED IN "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS". THE "BREAK AWAY" FEATURES SHALL BE STRUCTURALLY ADEQUATE TO CARRY THE SIGN SHOWN ON THE PLANS AT 60 MPH WIND LOADINGS. INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. HOLE LOCATION DETAIL B TAPER OPTIONAL 3/ 8 " D I A . H O L E S 1 " O . C . LE N G T H A S R E Q ' D F O R S I G N S I Z E HO L E S 1 " O . C . 3/ 8 " D I A . LE N G T H A S R E Q ' D F O R S I G N S I Z E TAPER OPTIONAL DETAIL A HOLE LOCATION 3" 1"GALVANIZED STEEL GALVANIZED STEEL 1" 1" TYPICAL METAL SIGN C B A WT.A B C 3 LB. OR 3 LB. 4 LB. 1-5/8" 1-5/16" 1-5/8" 1-3/4" 1-7/8" 1-3/4" 3-1/2" 3-1/2" 3-1/2" TYPICAL METAL SIGN POST DETAIL NOT TO SCALE 4" DIA. 3000 PSI CONCRETE BASE FINISHED GRADE 30 " M I N SIGN SIGN POST TRAFFIC SIGN FOUNDATION DETAIL NOT TO SCALE HANDICAP PARKING SIGN DETAIL6 SITE LIGHTING POLE AND BASE (TYP.) T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h RD 1 RD 2RD 3 RD 4 RD 5 RD 6 RD 4A RD 15A RD 15 RD 14A RD 14 RD 12 RD 11 RD 10 RD 11A RD 9RD 8 RD 7 RD 17 RD 18 RD 19 RD 20 RD 21 RD 13 RD 10A RD 5A CS JB CS END 2 RIM EL. = 11.66' INV. IN = 9.85 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C RO O F D R A I N P L A N C4.5 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SI T E D E T A I L S ( 1 O F 3 ) C4.6 1/2" ISOLATION JOINT HELD 1/2" BELOW FINISH SIDEWALK WITH SEALANT 4" COMPACTED GRAVEL BASE COMPACTED SUBGRADE TO 98% MAX DRY DENSITY PER ASTM D1557 FINISH FLOOR 2% CROSS SLOPE (MAX)SEE NOTE USE ZIP STRIPS- FILL WITH POURABLE CAULK WIDTH= 1/4" BUILDING EXTERIOR WALL 4" NOTE: 1.ALL CONCRETE CURBS AND SIDEWALKS TO BE 4,000 P.S.I. CONCRETE. SIDEWALK PAVEMENT DETAIL NOT TO SCALE SIDEWALKS ADJACENT TO THE STORE ARE TO BE COLORED CONCRETE BROOM FINISHED PERPENDICULAR TO STORE FOR CONTROL/ EXPANSION JOINTS, PLEASE REFER TO EXHIBIT E.4 - COORDINATE W/ RF & CIVIL ENGINEER. COLORED CONCRETE: MANUFACTURER: INCRETE COLOR-CRETE COLOR: COAL MEDIUM FT9120 SEALANT: KAUFMAN KRYSTAL 25 OTC CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT CONCRETE PLANT WORKABILITY: ADD HIGH RANGE WATER REDUCER (SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER WORKABLE CONCRETE (APPROX. SLUMP = 6") BITMUNOUS CONCRETE PAVEMENT OR CONCRETE PER SITE PLAN POUR FLUSH W/ PROP. PAVEMENT GRADE TACK COAT 0.2 GAL./SQ. YARD CR-6 STONE SUBBASE SECTION VIEW CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT CONCRETE PLANT WORKABILITY: ADD HIGH RANGE WATER REDUCER (SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER WORKABLE CONCRETE (APPROX. SLUMP = 6") SEE PLAN FOR SIZE 6" 8" 6" CONCRETE PARKING PAD PAVEMENT DETAIL NOT TO SCALE COMPACTED PREPARED SUBGRADE - MIN 98% COMPACTION COLORED CONCRETE: MANUFACTURER: INCRETE COLOR-CRETE COLOR: COAL MEDIUM FT9120 SEALANT: KAUFMAN KRYSTAL 25 OTC FOR CONTROL/ EXPANSION JOINTS, PLEASE REFER TO EXHIBIT E.4 18" 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 4,000 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. 18" 6" 1" 1" 1" SPILL CURB & GUTTER COLLECTOR CURB & GUTTER 6" PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 5" NOTES: 1-1/2"R 1-1/2"R 24" CONCRETE CURB & GUTTER DETAIL (TO BE USED INTERNAL TO SITE) BITMUNOUS CONCRETE PAVEMENT OR CONCRETE PER SITE PLAN 28 DAY 4,000 PSI CLASS "A" CONCRETE POUR FLUSH W/ PROP. PAVEMENT GRADE TACK COAT 0.2 GAL./SQ. YARD #8 STONE SUBBASE SECTION VIEW CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT CONCRETE PLANT WORKABILITY: ADD HIGH RANGE WATER REDUCER (SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER WORKABLE CONCRETE (APPROX. SLUMP = 6") SEE PLAN FOR SIZE 6" 8" 6" CONCRETE FUEL CANOPY PAD PAVEMENT DETAIL NOT TO SCALE COMPACTED PREPARED SUBGRADE - MIN 98% COMPACTION BITMUNOUS CONCRETE PAVEMENT OR CONCRETE PER SITE PLAN 28 DAY 4,000 PSI CLASS "A" CONCRETE POUR FLUSH W/ PROP. PAVEMENT GRADE TACK COAT 0.2 GAL./SQ. YARD COMPACTED PREPARED SUBGRADE #8 STONE SUBBASE SECTION VIEW CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT CONCRETE PLANT WORKABILITY: ADD HIGH RANGE WATER REDUCER (SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER WORKABLE CONCRETE (APPROX. SLUMP = 6") SEE PLAN FOR SIZE 8" 8" 8" CONCRETE FUEL TANK PAD DETAIL/ FUEL TANK LANDING PAD/ DIESEL FUEL CANOPY PAD/ DUMPSTER APRON PAD NOT TO SCALE COLORED CONCRETE: MANUFACTURER: INCRETE COLOR-CRETE COLOR: COAL MEDIUM FT9120 SEALANT: KAUFMAN KRYSTAL 25 OTC ABOVE NOTE APPLIES TO DIESEL FUEL PAD & DIESEL TANK PAD. NOTE: CR-6 STONE SUBBASE FOR DUMPSTER APRON PAD ONLY, ALL OTHERS TO BE #8 STONE. 3" CL. 3'-6" 1' - 0 " 3'- 0 " M I N . 8' - 0 " M A X . 2'- 6 " L A P NOT TO SCALE DUMPSTER ENCLOSURE WALL & SLAB DETAIL #5 @ 32"o.c. STD. HOOK #6 DOWEL @ 16"o.c. (4) #5 CONT., 3" CL. CONC. COVER 12" CMU GROUTED SOLID BELOW GRADE, TYP. TYP. 6" CONC. SLAB ON GRADE REINF. w/ #4-16"o.c. EA. WAY, F'c=4,000 PSI A/E 6" FINISH GRADE VARIES, SEE CIVIL DWGS. 8" CMU REINFORCED w/ #6-16"o.c. VERT. REINF, FILL ALL CMU w/ PEA GRAVEL CONCRETE 1/2" EXPANSION JOINT PIPE BOLLARDS: 1. MINIMUM 6" DIA. SCH 80 PIPE FILLED WITH CONCRETE, COORDINATE WITH SITE/CIVIL DWGS. 2. MINIMUM 16"x16"x3'-0" TALL CONCRETE ENCASEMENT. STD 'DUR-O-WAL' REINF @ 16"o.c. STD 'DUR-O-WAL' REINF @ 16"o.c. VENEER TIES @ 16"o.c. HORIZ. & 16"o.c. VERT. VENEER TIES @ 16"o.c. HORIZ. & 16"o.c. VERT. BRICK VENEER, SEE ARCH DWGS. BRICK VENEER, SEE ARCH DWGS. COMPACTED STONE BASE (CR-6) TO 95% DENSITY COMPACT SUB-GRADE OR STONE BASE TO 95% MODIFIED OR 98% STANDARD PROCTER HOT MIX ASPHALT SURFACE COURSE (2" MIN.) EXTEND 2' ON EACH SIDE OF TRENCH HOT MIX ASPHALT BINDER COURSE (4" MIN.) UTILITY TRENCH / PAVEMENT REPAIR DETAIL NOT TO SCALE SAW CUT EXIST. PAVING #57 STONE BEDDING PER MANUF. SPECIFICATIONS UTILITIES AS REQ'D REPAIRED PORTION SHALL MATCH EXIST. PAVING GRADES 2' MIN OVERHANG 2' MIN OVERHANG SURFACE COURSE SURFACE COURSE 8' - 0 " 12 ' - 0 " TRASH ENCLOSURE DETAIL NOT TO SCALE 11'-0" 24'-0" BRICK VENEER TO MATCH BUILDING 8" REINFORCED CONCRETE SLAB 6" 1'11'11'1' 6" 6" STD. 8 CUBIC YARD DUMPSTER STD. 8 CUBIC YARD DUMPSTER SEE STRUCTURAL FOR BOLLARD DETAIL. 120 ° ' (TY P . E A . S I D E ) 2" DIA. GALVANIZED SLEEVE RECEIVING 1 3/8" DIA. DROP ROD @ GATE. (TYP. EA. SIDE. RECEIVING SLEEVE SHALL PROJECT 1" ABOVE FINISHED ASPHALT PAVING 1-3/8" DIA. DROP ROD 2" DIA. GALVANIZED RECEIVING SLEEVE 1" 9" DUMPSTER ENCLOSURE HT. = 8'-0" 5'-4"6'-0"2'-8" 8" 8' - 0 " 5'- 8 " 8" 5' - 2 " 2'-2" TRUNCATED DOME DETAIL AT CURB RAMP NOT TO SCALE NOTE: 1. DETECTABLE WARNING SURFACE TO BE COLOR "BRICK RED" 2. DETECTABLE WARNING STRIP SHALL BE "CAST IN PLACE" TYPE ELEVATION TOP OF PANEL AREA PAVING 18" AREA PAVING PROFILE VIEW 6" SIDE VIEW 1 1 / 2 " 6" 6" 24" CONCRETE CURB & GUTTER TERMINAL TYPICAL MOUND UP DETAIL @ FUEL DISPENSER ROYAL FARMS TYPE LEANCON (RIGHT) 4,710 S.F. Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SI T E D E T A I L S ( 2 O F 3 ) C4.7 2'-6" 1' - 3 " 1'-3"EMERGENCY STOP PROTECTIVE BOLLARD GAS CURB 1' - 6 " 4' 3' - 6 " 2" PROTECTIVE BOLLARD REMOTE E-STOP ON REMOVABLE BOLLARD PLAN NOT TO SCALE 3" NON SHRINK GROUT, 1" SIKAFLEX - 2C POLYURETHANE SEALANT - GREEN-GRAY (COLORED CONCRETE) OR LIMESTONE (PLAIN CONCRETE) OR EQUIVALENT PEA GRAVEL 6" SCH.40 STEEL PIPE 10" SCHEDULE 40 PVC SLEEVE 1" BELOW FINISHED SIDEWALK ELEVATION 1" SIKAFLEX - 2C POLYURETHANE SEALANT - GREEN-GRAY (COLORED CONCRETE) OR LIMESTONE (PLAIN CONCRETE) 3" NON SHRINK GROUT CONCRETE PVC SLEEVE PAVING CUT 1" BELOW FINISHED SIDEWALK ELEVATION PRESCORE NEOPRENE TAPE 1/8" PLASTIC SLEEVE BY IDEAL SHIELD (OR EQUIVALENT) 10"1'-6" 3'- 0 " 4'- 0 " VARIES 1/2" BELOW FINISH INTO SEALANT 4'- 0 " 1' 42 " PEA GRAVEL CAP/PLATE WELDED TO END OF BOLLARD SUBGRADE 3" 5'- 5 " 8' - 6 " SIGN B GALVANIZED NUTS & BOLTS TYP. SIGN A DRILL 1/8"Ø HOLE IN BOLLARD SLEEVE 6" ABOVE GRADE EXPANSION JOINT REMOVABLE BOLLARD DETAIL AT HC PARKING NOT TO SCALE EMERGENCY STOP 3/4" SEAL-OFF CONDUIT STRAP 3/4" CONDUIT 6" BOLLARD 2' - 7 1 / 2 " 2' - 0 " MI N . GRADE LINE 1' - 2 7 / 8 " REMOTE E-STOP ON REMOVABLE BOLLARD DETAIL NOT TO SCALE 3" NON SHRINK GROUT, 1" SIKAFLEX - 2C POLYURETHANE SEALANT - GREEN-GRAY (COLORED CONCRETE) OR LIMESTONE (PLAIN CONCRETE) OR EQUIVALENT PEA GRAVEL 6" SCH.40 STEEL PIPE 10" SCHEDULE 40 PVC SLEEVE 1" BELOW FINISHED SIDEWALK ELEVATION 1" SIKAFLEX - 2C POLYURETHANE SEALANT - GREEN-GRAY (COLORED CONCRETE) OR LIMESTONE (PLAIN CONCRETE) 3" NON SHRINK GROUT 3000 PSI CONCRETE PVC SLEEVE CUT 1" BELOW FINISHED SIDEWALK ELEVATION PRESCORE NEOPRENE TAPE 1/8" PLASTIC SLEEVE BY IDEAL SHIELD (OR EQUIVALENT) 1/2" BELOW FINISH INTO SEALANT 11" PEA GRAVEL CAP/PLATE WELDED TO END OF BOLLARD SUBGRADE 3" DRILL 1/8"Ø HOLE IN BOLLARD SLEEVE 6" ABOVE GRADE 4'- 0 " 3'- 0 " NOTE: ALL PENNSYLVANIA STORE LOCATIONS TO PROVIDE NON-REMOVABLE BOLLARDS AT FUEL CANOPY ONLY - STEEL PIPE AND FOOTER TO BE FILLED WITH CONCRETE IN LIEU OF PEA GRAVEL AS SHOWN. TYPICAL REMOVABLE BOLLARD DETAIL NOT TO SCALE 3500 P.S.I. CONCRETE SAND CUSHION 4" SEWER CLEANOUT CAP 6" PVC ENCASEMENT PIPE ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE 4,000 P.S.I CONCRETE TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE FINISHED GRADE 18" SQUARE CONCRETE ENCASEMENT (3500 P.S.I CONCRETE) 4" M A X . 18 "S TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE PROP. FREE AIR (CONTACT KATHY RETER @ ROYAL FARMS HQ.) PROP. CONCRETE CURB ALL SITES APPLICABLE FREE AIR & FREE AIR/ PAY VAC COMBO CONCRETE PAD LAYOUT ALL SITES DETAIL NOT TO SCALE 3'- 0 " 3'-0" LEAST TRAVELED DRIVE ISLE 3' - 0 " 3'-0" 30' FREE AIR / PAY VACUUM (CONTACT KATHY RETER @ ROYAL FARMS HQ.) 1" D CONDUIT 4" FROM BACK SIDE Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SI T E D E T A I L S ( 3 O F 3 ) C4.8 NOT TO SCALE ADA PARKING SYMBOLTO BE USED IN PUBLIC RIGHT-OF-WAY T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T 1 5 " R C P CISTE R N W/36" D I P TOP=9 . 0 8 ' 1 5 " R C P 15" RCP 15" R C P 15" R C P CB GR A T E TOP= 1 8 . 3 0 ' IN=14 . 8 5 ' ( W E S T ) OUT=1 4 . 7 7 ' ( E A S T ) CB GR A T E TOP=1 8 . 7 0 ' IN=15 . 0 3 ' ( N W ) OUT=1 4 . 9 9 ' ( E A S T ) CB GR A T E TOP=1 8 . 5 4 ' OUT=1 5 . 2 5 ' ( S E ) CB GR A T E TOP=1 7 . 6 3 ' IN=14 . 0 5 ' ( W E S T ) IN=14 . 1 3 ' ( N O R T H ) OUT=1 3 . 9 9 ' ( S O U T H ) INV=1 2 . 4 3 ' CB GR A T E TOP=1 6 . 8 3 ' OUT=1 3 . 6 3 ' ( S O U T H ) 60" CM P TOP=1 0 . 3 4 ' INV O U T = 5 . 0 6 ' 60" DI P INV IN = 4 . 7 9 ' 36" DI P INV=4 . 6 8 ' 60" DIP 60" C M P 60" C M P 60" DI P TOP=8 . 6 3 ' INV=5 . 5 9 ' CB GR A T E TOP=1 5 . 3 8 ' IN=10 . 7 8 ' ( N O R T H ) IN=10 . 7 8 ' ( W E S T ) OUT=1 0 . 6 8 ' ( E A S T ) 15" RC P INV=9 . 1 2 ' INV=1 1 . 7 2 ' 15" RC P 60" RC P INV=5 . 9 7 ' INV=5 . 8 6 ' INV=5 . 7 1 ' 60" RC P 15" RC P CB GR A T E TOP= 1 4 . 3 0 ' IN=6. 1 0 ' ( 6 0 " R C P N E ) IN=6. 5 2 ' ( 1 5 " R C P N O R T H ) IN=10 . 6 0 ' ( 1 5 " R C P S E ) OUT=6 . 0 8 ' ( 6 0 " R C P S W ) 15" RC P APPRO X . J B X INV=1 4 . 2 5 ' 15" RC P INV=1 4 . 4 5 ' INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 6 6 ' INV=1 5 . 5 9 ' 12" RC P INV=1 2 . 5 7 ' INV=1 2 . 0 3 ' 12" CM P INV=1 4 . 1 3 ' INV=1 3 . 9 3 ' 12" RC P INV=1 4 . 3 5 ' INV=1 4 . 0 8 ' 12" RC P 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK H.P. H.P.H.P. H.P. CS JB CS FFE = 19.50 55' PUBLIC DRAINAGE EASEMENT 6" UNDERDRAIN CLEANOUT PIPE (CAPPED) 6" UNDERDRAIN CLEANOUT PIPE (CAPPED) SEE BIO-RETENTION CELL 1 DETAIL ON SHEET C5.3 SEE BIO-RETENTION CELL 2 DETAIL ON SHEET C5.3 TERMINATE CURB AT RIGHT-OF-WAY PER DETAIL ON SHEET C4.6 TERMINATE CURB AT RIGHT-OF-WAY PER DETAIL ON SHEET C4.6 CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING SHALL BE SCHEDULED WITH COUNTY. CONTRACTOR TO SAW CUT TO NEAREST JOINT AND INSTALL PROPOSED 15" RCP. CONTRACTOR TO VERIFY SLOPE OF EXISTING PIPE. TIE INTO EXISTING GRADE WHERE NEW PAVEMENT AREA ENDS TIE INTO EXISTING GRADE WHERE NEW PAVEMENT AREA ENDS TIE INTO EXISTING GRADE WHERE NEW PAVEMENT AREA ENDS Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C GR A D I N G P L A N C5.0 GRADING AND DRAINAGE NOTES: 1.SEE SHEET C1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C5.0 FOR GRADING. SEE SHEET C5.1 FOR DRAINAGE PLAN. SEE SHEET C5.2 FOR STORM DRAINAGE PROFILES. 3.SEE SWPPP PLANS AND SPECIFICATIONS PRIOR TO ENGAGING IN GRADING ACTIVITIES. 4.CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. GRAVITY DEPENDENT UTILITIES SHALL BE INSTALLED PRIOR TO NON-GRAVITY DEPENDENT UTILITIES. 5.ALL SPOTS SHOWN ARE TO FACE OF CURB UNLESS SPECIFICALLY INDICATED OTHERWISE. 6.STRUCTURE RIM ELEVATIONS REFER TO TOP OF STRUCTURE LID OR GRATE. THIS REFERS TO ELEVATIONS AT THE TOP OF CURB FOR CURB INLETS WITH NO GRATE ASSOCIATED. 7.ADJUST UTILITY TOPS TO FINISH GRADE. 8.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 9.CONTRACTOR SHALL REMOVE SEDIMENT AND DEBRIS FROM ALL EXISTING AND PROPOSED STORM DRAINAGE STRUCTURES AND PIPES SHOWN WITHIN PROPERTY PRIOR TO PROJECT CLOSEOUT. 10.CONTRACTOR SHALL PROVIDE STORMWATER AS BUILTS PRIOR TO PROJECT CLOSEOUT PER SWPPP PLANS, SPECIFICATIONS, AND REQUIREMENTS. 11.CONTRACTOR SHALL ADHERE TO ALL NPDES PERMIT TERMS AND CONDITIONS FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12.ALL STORM DRAINAGE PIPES SHALL ENTER SIDES / WALLS OF DRAINAGE STRUCTURES AND NOT THROUGH THE STRUCTURE COLUMNS WHEN POSSIBLE. 13.GRADING ACTIVITIES SHALL NOT OCCUR OUTSIDE OF LIMITS OF DISTURBANCE SHOWN. 14.ALL RCP STORM DRAINAGE PIPES WITH LESS THAN 2' OF COVER SHALL BE CLASS IV. ALL OTHER RCP PIPES SHALL BE CLASS III MINIMUM. 15.NO OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FENCES, TREES, AND PLANTINGS ARE PERMITTED WITHIN POND ACCESS EASEMENTS. 16. HIGH POINT 17.PROVIDE RODENT CONTROL ON ALL ROOFDRAIN TIE-INS TO THE STORMWATER SYSTEM. 18.CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING WILL BE SCHEDULED WITH COUNTY. H.P. LEGEND 1.PROPOSED CONTOUR 2.EXISTING CONTOUR 3.BIORETENTION CELL 1 POST DRAINAGE AREA (DA-1) 4.BIORETENTION CELL 2 POST DRAINAGE AREA (DA-2) 5.FLOW ARROW 6.PROPOSED SPOT GRADE BIORETENTION CELL 1 INFORMATION TOP OF BANK 16.00' BOTTOM 10.00' BIORETENTION CELL 2 INFORMATION TOP OF BANK 17.70' BOTTOM 13.20' T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h 1 5 " R C P STREA M CISTE R N W/36" D I P TOP=9 . 0 8 ' 1 5 " R C P 15" RCP 15" R C P 15" R C P CB GR A T E TOP= 1 8 . 3 0 ' IN=14 . 8 5 ' ( W E S T ) OUT=1 4 . 7 7 ' ( E A S T ) CB GR A T E TOP=1 8 . 7 0 ' IN=15 . 0 3 ' ( N W ) OUT=1 4 . 9 9 ' ( E A S T ) CB GR A T E TOP=1 8 . 5 4 ' OUT=1 5 . 2 5 ' ( S E ) CB GR A T E TOP=1 7 . 6 3 ' IN=14 . 0 5 ' ( W E S T ) IN=14 . 1 3 ' ( N O R T H ) OUT=1 3 . 9 9 ' ( S O U T H ) INV=1 2 . 4 3 ' CB GR A T E TOP=1 6 . 8 3 ' OUT=1 3 . 6 3 ' ( S O U T H ) 60" CM P TOP=1 0 . 3 4 ' INV O U T = 5 . 0 6 ' 60" DI P INV IN = 4 . 7 9 ' 36" DI P INV=4 . 6 8 ' 60" DIP 60" C M P 60" C M P 60" DI P TOP=8 . 6 3 ' INV=5 . 5 9 ' CB GR A T E TOP=1 5 . 3 8 ' IN=10 . 7 8 ' ( N O R T H ) IN=10 . 7 8 ' ( W E S T ) OUT=1 0 . 6 8 ' ( E A S T ) 15" RC P INV=9 . 1 2 ' INV=1 1 . 7 2 ' 15" RC P 60" RC P INV=5 . 9 7 ' INV=5 . 8 6 ' INV=5 . 7 1 ' 60" RC P 15" RC P CB GR A T E TOP= 1 4 . 3 0 ' IN=6. 1 0 ' ( 6 0 " R C P N E ) IN=6. 5 2 ' ( 1 5 " R C P N O R T H ) IN=10 . 6 0 ' ( 1 5 " R C P S E ) OUT=6 . 0 8 ' ( 6 0 " R C P S W ) 15" RC P APPRO X . J B X INV=1 4 . 2 5 ' 15" RC P INV=1 4 . 4 5 ' INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 6 6 ' INV=1 5 . 5 9 ' 12" RC P INV=1 2 . 5 7 ' INV=1 2 . 0 3 ' 12" CM P INV=1 4 . 1 3 ' INV=1 3 . 9 3 ' 12" RC P INV=1 4 . 3 5 ' INV=1 4 . 0 8 ' 12" RC P TOP O F B A N K WETLA N D S WETLA N D S 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK H.P. H.P. FOREBAY OUTLET PROTECTION FOR POND OUTFALL H.P. H.P. 35.0' 35 . 0 ' 25 . 0 ' 55. 0 ' 9. 5 ' 9. 5 ' 6.0' 4.5' 8. 0 '4.7' 4.7' 8. 0 ' 4.5' 6.0' INV. IN = 14.12' INV. OUT = 13.73' 3. 7 ' 55' LF -18'' R C P C L A S S I I I @ 0.3 0 % 47' LF - 18'' RCP CLASS III @ 0.30% 54' LF - 18'' RCP CLASS III @ 0.30% 96' LF - 18'' RCP CLASS III @ 0.30% 54' LF - 18'' RCP CLASS III @ 0.30% 16' LF - 24'' RCP CLASS III @ 0.30% 130' LF - 18'' RCP CLASS IV @ 0.30% 45' LF - 18'' RCP CLASS III @ 0.30% 42' LF - 18'' RCP CLASS III @ 0.30% 35.0' 5.8' 3. 8 ' EMERGENCY SPILLWAY END 1 INV. IN = 12.50' CB 1 RIM EL. = 17.51' INV. IN = 13.74' INV. OUT = 13.74' CI 9 RIM EL. = 16.50' INV. IN = 12.55' INV. OUT = 12.55' CI 4 RIM EL. = 16.01' INV. IN = 13.31' INV. OUT = 13.31' CI 3 RIM EL. = 17.44' INV. IN = 13.48' INV. OUT = 13.48' CI 2 RIM EL. = 18.01' INV. IN = 13.61' INV. OUT = 13.61' CB 8 RIM EL. = 18.08' INV. IN = 12.88' INV. OUT = 12.88' CI 5 RIM EL. = 15.82' INV. IN = 13.02' INV. OUT = 13.02' CI 6 RIM EL. = 17.00' INV. IN = 12.86' INV. OUT = 12.86' CS 1 RIM EL. = 15.75' INV. OUT = 10.00' 54' LF - 15'' RCP CLASS III @ 1.86% NEW DI RIM EL. = 17.33' INV. IN = 12.26' INV. IN = 11.42' INV. OUT = 11.42' 24' LF - 15'' RCP CLASS III @ 1.00% HWY 117 CB1 RIM EL. = 15.57' INV. OUT = 12.50' 1 0 7 ' L F - 1 5 ' ' R C P C L A S S I I I @ 4 . 5 8 % EX. DI RIM EL. = 13.58' INV. IN = 6.52' INV. IN = 6.10' INV. IN = 10.60' INV. OUT = 6.08' CS JB CS FFE = 19.50 55' PUBLIC DRAINAGE EASEMENT 6" UNDERDRAIN CLEANOUT PIPE (CAPPED) 6" UNDERDRAIN CLEANOUT PIPE (CAPPED) SEE BIO-RETENTION CELL 1 DETAIL ON SHEET C5.3 SEE BIO-RETENTION CELL 2 DETAIL ON SHEET C5.3 CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING SHALL BE SCHEDULED WITH COUNTY. CONTRACTOR TO SAW CUT TO NEAREST JOINT AND INSTALL PROPOSED 15" RCP. CONTRACTOR TO VERIFY SLOPE OF EXISTING PIPE. Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C DR A I N A G E P L A N C5.1 GRADING AND DRAINAGE NOTES: 1.SEE SHEET C1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C5.0 FOR GRADING. SEE SHEET C5.1 FOR DRAINAGE PLAN. SEE SHEET C5.2 FOR STORM DRAINAGE PROFILES. 3.SEE SWPPP PLANS AND SPECIFICATIONS PRIOR TO ENGAGING IN GRADING ACTIVITIES. 4.CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. GRAVITY DEPENDENT UTILITIES SHALL BE INSTALLED PRIOR TO NON-GRAVITY DEPENDENT UTILITIES. 5.ALL SPOTS SHOWN ARE TO EDGE OF PAVEMENT UNLESS SPECIFICALLY INDICATED OTHERWISE. 6.STRUCTURE RIM ELEVATIONS REFER TO TOP OF STRUCTURE LID OR GRATE. THIS REFERS TO ELEVATIONS AT THE TOP OF CURB FOR CURB INLETS WITH NO GRATE ASSOCIATED. 7.ADJUST UTILITY TOPS TO FINISH GRADE. 8.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 9.CONTRACTOR SHALL REMOVE SEDIMENT AND DEBRIS FROM ALL EXISTING AND PROPOSED STORM DRAINAGE STRUCTURES AND PIPES SHOWN WITHIN PROPERTY PRIOR TO PROJECT CLOSEOUT. 10.CONTRACTOR SHALL PROVIDE STORMWATER AS BUILTS PRIOR TO PROJECT CLOSEOUT PER SWPPP PLANS, SPECIFICATIONS, AND REQUIREMENTS. 11.CONTRACTOR SHALL ADHERE TO ALL NPDES PERMIT TERMS AND CONDITIONS FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12.ALL STORM DRAINAGE PIPES SHALL ENTER SIDES / WALLS OF DRAINAGE STRUCTURES AND NOT THROUGH THE STRUCTURE COLUMNS WHEN POSSIBLE. 13.GRADING ACTIVITIES SHALL NOT OCCUR OUTSIDE OF LIMITS OF DISTURBANCE SHOWN. 14.ALL RCP STORM DRAINAGE PIPES WITH LESS THAN 2' OF COVER SHALL BE CLASS IV. ALL OTHER RCP PIPES SHALL BE CLASS III MINIMUM. 15.NO OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FENCES, TREES, AND PLANTINGS ARE PERMITTED WITHIN POND ACCESS EASEMENTS. 16. HIGH POINT 17.PROVIDE RODENT CONTROL ON ALL ROOFDRAIN TIE-INS TO THE STORMWATER SYSTEM. 18.CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING WILL BE SCHEDULED WITH COUNTY. 19.MINIMUM THICKNESS OF ALL RIPRAP APRONS TO BE 6 INCHES. H.P. LEGEND 1.PROPOSED CONTOUR 2.EXISTING CONTOUR 3.BIORETENTION CELL 1 POST DRAINAGE AREA (DA-1) 4.BIORETENTION CELL 2 POST DRAINAGE AREA (DA-2) 5.FLOW ARROW 6.PROPOSED SPOT GRADE EX. 60" RCP EX. 15" RCP NEW 15" RCP EX. 60" CMP BIORETENTION CELL 1 INFORMATION TOP OF BANK 16.00' BOTTOM 10.00' BIORETENTION CELL 2 INFORMATION TOP OF BANK 17.70' BOTTOM 13.20' U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) N 66°07'28" W 138.79' S 67 ° 1 1 ' 0 5 " W 1 9 5 . 5 0 ' S 4 5 ° 5 6 ' 0 5 " W 4 1 . 1 1 ' N 66°11'55" W 160.23' S 68 ° 0 3 ' 1 4 " W 1 3 0 . 8 7 ' N 66°07'28" W 289.25' 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK CI 1 AREA 0.36 AC CI 2 AREA 0.01 AC CI 3 AREA 0.01 AC CI 4 AREA 0.11 AC CI 5 AREA 0.10 AC CI 7 AREA 0.068 AC CI 9 AREA 0.13 AC CI 8 AREA 0.29 AC CI 6 AREA 0.052 AC DI 1 AREA 0.07 AC END 1 INV. IN = 12.50' CB 1 RIM EL. = 17.51' INV. IN = 13.74' INV. OUT = 13.74' CI 9 RIM EL. = 16.50' INV. IN = 12.55' INV. OUT = 12.55' CI 4 RIM EL. = 16.01' INV. IN = 13.31' INV. OUT = 13.31' CI 3 RIM EL. = 17.44' INV. IN = 13.48' INV. OUT = 13.48' CI 2 RIM EL. = 18.01' INV. IN = 13.61' INV. OUT = 13.61' CB 8 RIM EL. = 18.08' INV. IN = 12.88' INV. OUT = 12.88' CI 5 RIM EL. = 15.82' INV. IN = 13.02' INV. OUT = 13.02' CI 6 RIM EL. = 17.00' INV. IN = 12.86' INV. OUT = 12.86' CS 1 RIM EL. = 15.75' INV. OUT = 10.00' NEW DI RIM EL. = 17.33' INV. IN = 12.26' INV. IN = 11.42' INV. OUT = 11.42' HWY 117 CB1 RIM EL. = 15.57' INV. OUT = 12.50' EX. DI RIM EL. = 13.58' INV. IN = 6.52' INV. IN = 6.10' INV. IN = 10.60' INV. OUT = 6.08' CS JB CS FFE = 19.50 55' PUBLIC DRAINAGE EASEMENT 6" UNDERDRAIN CLEANOUT PIPE (CAPPED) 6" UNDERDRAIN CLEANOUT PIPE (CAPPED) SEE BIO-RETENTION CELL 1 DETAIL ON SHEET C5.3 SEE BIO-RETENTION CELL 2 DETAIL ON SHEET C5.3 TERMINATE CURB AT RIGHT-OF-WAY PER DETAIL ON SHEET C4.6 TERMINATE CURB AT RIGHT-OF-WAY PER DETAIL ON SHEET C4.6 CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING SHALL BE SCHEDULED WITH COUNTY. CONTRACTOR TO SAW CUT TO NEAREST JOINT AND INSTALL PROPOSED 15" RCP. CONTRACTOR TO VERIFY SLOPE OF EXISTING PIPE. TIE INTO EXISTING GRADE WHERE NEW PAVEMENT AREA ENDS TIE INTO EXISTING GRADE WHERE NEW PAVEMENT AREA ENDS TIE INTO EXISTING GRADE WHERE NEW PAVEMENT AREA ENDS Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C DR A I N A G E A R E A P L A N C5.1A GRADING AND DRAINAGE NOTES: 1.SEE SHEET C1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C5.0 FOR GRADING. SEE SHEET C5.1 FOR DRAINAGE PLAN. SEE SHEET C5.2 FOR STORM DRAINAGE PROFILES. 3.SEE SWPPP PLANS AND SPECIFICATIONS PRIOR TO ENGAGING IN GRADING ACTIVITIES. 4.CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. GRAVITY DEPENDENT UTILITIES SHALL BE INSTALLED PRIOR TO NON-GRAVITY DEPENDENT UTILITIES. 5.ALL SPOTS SHOWN ARE TO EDGE OF PAVEMENT UNLESS SPECIFICALLY INDICATED OTHERWISE. 6.STRUCTURE RIM ELEVATIONS REFER TO TOP OF STRUCTURE LID OR GRATE. THIS REFERS TO ELEVATIONS AT THE TOP OF CURB FOR CURB INLETS WITH NO GRATE ASSOCIATED. 7.ADJUST UTILITY TOPS TO FINISH GRADE. 8.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 9.CONTRACTOR SHALL REMOVE SEDIMENT AND DEBRIS FROM ALL EXISTING AND PROPOSED STORM DRAINAGE STRUCTURES AND PIPES SHOWN WITHIN PROPERTY PRIOR TO PROJECT CLOSEOUT. 10.CONTRACTOR SHALL PROVIDE STORMWATER AS BUILTS PRIOR TO PROJECT CLOSEOUT PER SWPPP PLANS, SPECIFICATIONS, AND REQUIREMENTS. 11.CONTRACTOR SHALL ADHERE TO ALL NPDES PERMIT TERMS AND CONDITIONS FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12.ALL STORM DRAINAGE PIPES SHALL ENTER SIDES / WALLS OF DRAINAGE STRUCTURES AND NOT THROUGH THE STRUCTURE COLUMNS WHEN POSSIBLE. 13.GRADING ACTIVITIES SHALL NOT OCCUR OUTSIDE OF LIMITS OF DISTURBANCE SHOWN. 14.ALL RCP STORM DRAINAGE PIPES WITH LESS THAN 2' OF COVER SHALL BE CLASS IV. ALL OTHER RCP PIPES SHALL BE CLASS III MINIMUM. 15.NO OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FENCES, TREES, AND PLANTINGS ARE PERMITTED WITHIN POND ACCESS EASEMENTS. 16. HIGH POINT 17.PROVIDE RODENT CONTROL ON ALL ROOFDRAIN TIE-INS TO THE STORMWATER SYSTEM. H.P. LEGEND 1.PROPOSED CONTOUR 2.EXISTING CONTOUR 3.POST DRAINAGE AREA 4.POST INLET DRAINAGE AREA 5.POST OFFSITE DRAINAGE AREA (NOT INCLUDED IN SCM DESIGN) 6.BIORETENTION CELL 1 POST DRAINAGE AREA (DA-1) 7.BIORETENTION CELL 2 POST DRAINAGE AREA (DA-2) 8.BYPASS POST DRAINAGE AREA (DA-3) 9.FLOW ARROW 10.PROPOSED SPOT GRADE N 66°07'28" W 138.79' S 67°1 1 ' 0 5 " W 1 9 5 . 5 0 ' S 45 ° 5 6 ' 0 5 " W 4 1 . 1 1 ' N 66°11'55" W 160.23' S 68°03 ' 1 4 " W 1 3 0 . 8 7 ' N 66°07'28" W 289.25' 8" P V C SANITARY M H TOP=16.16' IN=5.76' (NO R T H ) OUT=5.66' ( S O U T H ) SANITARY MH TOP=17.15' IN=5.35' (N O R T H ) OUT=5.25' (W E S T ) 8" PVC 8" P V C ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ CS JB CS TERMINATE CURB ATRIGHT-OF-WAY PERDETAIL ON SHEET C4.6 TERMINATE CURBAT RIGHT-OF-WAYPER DETAIL ONSHEET C4.6 TIE INTO EXISTING GRADE WHERENEW PAVEMENT AREA ENDS TIE INTO EXISTING GRADE WHERENEW PAVEMENT AREA ENDS TIE INTO EXISTING GRADE WHERENEW PAVEMENT AREA ENDS Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C OF F S I T E D R A I N A G E A R E A P L A N C5.1B LEGEND 1.PROPOSED CONTOUR 2.EXISTING CONTOUR 3.LIDAR CONTOUR 4.OFFSITE DRAINAGE PATH 5.POST OFFSITE DRAINAGE AREA (NOT INCLUDED IN SCM DESIGN) 6.BIORETENTION CELL 1 POST DRAINAGE AREA (DA-1) 7.BIORETENTION CELL 2 POST DRAINAGE AREA (DA-2) 8.BYPASS POST DRAINAGE AREA (DA-3) OFFSITE DRAINAGE AREA AREA: 213.614 ACRES CN: 56 TC: 334.7 MINUTES 25-YR DISCHARGE: 84.66 CFS @ ℄ @ ℄ IN V . O U T = 1 3 . 7 4 IN V . I N = 1 3 . 7 4 RI M E L . = 1 7 . 5 1 CB 1 IN V . O U T = 1 3 . 4 8 IN V . I N = 1 3 . 4 8 RI M E L . = 1 7 . 4 4 CI 3 55 LF 18'' RCP CLASS III @ 0.30% 54 LF 18'' RCP CLASS III @ 0.30% 47 LF 18'' RCP CLASS III @ 0.30% 42 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 6 1 IN V . I N = 1 3 . 6 1 RI M E L . = 1 8 . 0 1 CI 2 96 LF 18'' RCP CLASS III @ 0.30% 45 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 7 4 IN V . I N = 1 3 . 7 4 RI M E L . = 1 7 . 5 1 CB 1 IN V . O U T = 1 3 . 3 1 IN V . I N = 1 3 . 3 1 RI M E L . = 1 6 . 0 1 CI 4 IN V . O U T = 1 3 . 3 1 IN V . I N = 1 3 . 3 1 RI M E L . = 1 6 . 0 1 CI 4 IN V . O U T = 1 2 . 8 6 IN V . I N = 1 2 . 8 6 RI M E L . = 1 7 . 0 0 CI 6 IN V . O U T = 1 3 . 0 2 IN V . I N = 1 3 . 0 2 RI M E L . = 1 5 . 8 2 CI 5 IN V . O U T = 1 2 . 7 2 IN V . I N = 1 2 . 7 2 IN V . I N = 1 2 . 7 2 RI M E L . = 1 6 . 4 9 CI 7 35 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 8 4 RI M E L . = 1 7 . 5 8 DI 1 @ ℄ @ ℄ IN V . O U T = 1 2 . 8 8 IN V . I N = 1 2 . 8 8 RI M E L . = 1 8 . 0 8 CB 8 IN V . O U T = 1 2 . 5 5 IN V . I N = 1 2 . 5 5 RI M E L . = 1 6 . 5 0 CI 9 54 LF 18'' RCP CLASS III @ 0.30%55 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 2 . 7 2 IN V . I N = 1 2 . 7 2 IN V . I N = 1 2 . 7 2 RI M E L . = 1 6 . 4 9 CI 7 76 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 1 1 IN V . I N = 1 3 . 1 1 RI M E L . = 1 6 . 5 5 JB 1 29 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 2 0 RI M E L . = 1 7 . 4 5 CS 2 @ ℄ @ ℄ IN V . O U T = 1 0 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 @ ℄ @ ℄ 130 LF 18'' RCP CLASS IV @ 0.30% IN V . O U T = 1 0 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 IN V . O U T = 1 0 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 34 LF 15'' RCP CLASS III @ 0.44% IN V . O U T = 1 0 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 IN V . O U T = 1 0 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 IN V . I N = 9 . 8 5 RI M E L . = 1 1 . 6 6 EN D 2 IN V . I N = 9 . 8 5 RI M E L . = 1 1 . 6 6 EN D 2 @ ℄ @ ℄ IN V . O U T = 1 2 . 5 5 IN V . I N = 1 2 . 5 5 RI M E L . = 1 6 . 5 0 CI 9 16 LF 24'' RCP CLASS III @ 0.30% IN V . I N = 1 2 . 5 0 RI M E L . = 1 4 . 8 3 EN D 1 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C DR A I N A G E P R O F I L E S ( 1 O F 2 ) C5.2 LEGEND: EXISTING PROPOSED HGL 25-YR HGL 25-YR HGL 25-YR HGLINV. IN = 14.12' INV. OUT = 13.73' @ ℄ @ ℄ 85 LF EXISTING 15' ' R C P C L A S S I I I @ 1 . 8 4 % 54 LF 15'' RCP CLA S S I I I @ 1 . 8 6 % 107 LF 15'' RC P C L A S S I I I @ 4 . 5 8 % 262 LF EXISTING 60" RCP @ 0.49% IN = 1 4 . 0 5 ' ( W E S T ) IN = 1 4 . 1 3 ' ( N O R T H ) OU T = 1 3 . 9 9 ' ( S O U T H ) RI M E L . = 1 7 . 6 3 ' EX . C B G R A T E IN V . O U T = 1 1 . 4 2 IN V . I N = 1 2 . 2 6 IN V . I N = 1 1 . 4 2 RI M E L . = 1 7 . 3 3 NE W D I IN V . O U T = 6 . 0 8 IN V . I N = 6 . 5 2 IN V . I N = 6 . 1 0 IN V . I N = 1 0 . 6 0 RI M E L . = 1 3 . 5 8 EX . D I @ ℄ @ ℄ 24 LF 15'' RCP CLASS III @ 1.00% IN V . O U T = 1 2 . 5 0 RI M E L . = 1 5 . 5 7 HW Y 1 1 7 C B 1 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C DR A I N A G E P R O F I L E S ( 2 O F 2 ) C5.3 LEGEND: EXISTING PROPOSED HGL Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C GR A D I N G A N D D R A I N A G E D E T A I L S ( 1 O F 2 ) C5.4 3:1 MAX RIPRAP 3:1 EMERGENCY SPILLWAY DETAIL S C A L E :N.T.S. Bc 12" MIN. 6" MIN. Bd STORM LINE BEDDING NOTES: 1.ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP). CONFORMING TO ASTM C-76 CLASS III, UNLESS OTHERWISE NOTED. 2.RCP PIPES SHALL HAVE O-RING JOINTS. 3.RCP ROADWAY CROSSINGS SHALL USE 6" OF BEDDING. BACKFILL IN 6" COMPACTED LAYERS. SUITABLE MATERIAL COMPACTED TO 95% MAX. DRY DENSITY USING THE STANDARD PROCTOR COMPACTION TEST. Bd SHALL NOT BE GREATER THAN Bc PLUS 2' FOR PIPES UP TO AND INCLUDING 30" AND 3' FOR PIPES GREATER THAN 30" TO PERMIT SATISFACTORY JOINTING AND TAMPING OF BEDDING MATERIAL UNDER AND AROUND PIPES.CLASS 2 OR 3 BACKFILL TO BE PLACED IN LIFTS OF 6" MAX. COMPACTED DEPTH COMPACTED TO A DENSITY REQUIRED BY SPECIFICATIONS PIPE ZONE COMPACTED GRANULAR MATERIAL MANUFACTURED ANGULAR, GRANULAR MATERIAL, 1/4 TO 1-1/2 INCHES (6 TO 40 mm) SIZE, INCLUDING MATERIALS HAVING REGIONAL SIGNIFICANCE SUCH AS CRUSHED STONE OR ROCK, WELL-GRADED GRAVELS AND GRAVEL-SAND MIXTURES, LITTLE OR NO FINES. 50% OR MORE RETAINED ON NO. 4 SIEVE. MORE THAN 95% RETAINED ON NO. 200 SIEVE. CLEAN. POORLY GRADED GRAVELS AND GRAVEL-SAND MIXTURES, LITTLE OR NO FINES. 50% OR MORE RETAINED ON NO. 4 SIEVE. MORE THAN 95% RETAINED ON NO. 200 SIEVE. CLEAN. WELL-GRADES SANDS AND GRAVELLY SANDS, LITTLE OR NO FINES. MORE THAN 50% PASSES POORLY GRADED SANDS AND GRAVELLY SANDS, LITTLE OR NO FINES. MORE THAN 50% PASSES SILTY GRAVELS, GRAVEL-SAND MIXTURES. 50% OR MORE RETAINED ON NO. 4 SIEVE. CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES. 50% OR MORE RETAINED ON NO. 4 SIEVE. SILTY SANDS, SAND-SILT MIXTURES. MORE THAN 50% PASSES NO. 4 SIEVE. MORE THAN CLAYEY SANDS, SAND-CLAY MIXTURES. MORE THAN 50% PASSES NO. 4 SIEVE. MORE THAN INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS. LIQUID INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS. LIQUID LIMIT 50% OR LESS. 50% OR MORE PASSES NO. 200 SIEVE. INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDS OR SILTS, ELASTIC SILTS. LIQUID INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS. LIQUID LIMIT GREATER THAN 50%. 50% ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY. LIQUID LIMIT 50% OR LESS. ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY. LIQUID LIMIT GREATER THAN 50%. 50% DESCRIPTION OF BACKFILL MATERIAL CLASSIFICATION UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) *IN ACCORDANCE WITH ASTM D2487, MORE THAN 12% PASS NO. 200 SIEVE. SOILS WITH 5% TO 12% NO. 200 DESCRIPTION OF MATERIAL CLASSIFICATION CL A S S I V S O I L S LIMIT GREATER THAN 50%. 50% OR MORE PASSES NO. 200 SIEVE. OR MORE PASSES NO. 200 SIEVE. 50% OR MORE PASSES NO. 200 SIEVE. OR MORE PASSES NO. 200 SIEVE. PEAT, MUCK AND OTHER HIGHLY ORGANIC SOILS. *SOILS DEFINED AS CLASS I MATERIALS ARE NOT DEFINED IN ASTM D2487. *IN ACCORDANCE WITH ASTM D2487, LESS THAN 5% PAS NO. 200 SIEVE. SIEVE FALL IN BORDERLINE CLASSIFICATION, E.G., GP-GC. ** * CL A S S V S O I L S OH PT OL CH CL MH BROKEN CORAL, CRUSHED SLAG, CINDERS, OF CRUSHED SHELLS. NO. 4 SIEVE. MORE THAN 95% RETAINED ON NO. 200 SIEVE. CLEAN. NO. 4 SIEVE. MORE THAN 95% RETAINED ON NO. 200 SIEVE. CLEAN. MORE THAN 50% RETAINED ON NO. 200 SIEVE. MORE THAN 50% RETAINED ON NO. 200 SIEVE. 50% RETAINED ON NO. 200 SIEVE. 50% RETAINED ON NO. 200 SIEVE. LIMIT 50% OR LESS. 50% OR MORE PASSES NO. 200 SIEVE. CL A S S I I S O I L S * * CL A S S I I I S O I L S * * * ML SC SM GM GC SP CL A S S I SO I L S * SW GP GW TYPE (USCS) SOIL SOIL CLASS STORM SEWER BEDDING DETAIL S C A L E :N.T.S. SOIL BACKFILL CLASSIFICATION S C A L E :N.T.S. TRASH RACK FOR LOWER S C A L E : 6 N.T.S. BIORETENTION CELL SECTIONAL VIEW ANCHOR BOLT 3/8" X 4" STAINLESS PRECAST BOX SUMP ELEV. 9.00'4' 6" 2" X 3" X 1/4" GALVANIZED ANGLE 2" X 2" X 1/4" FLAT STOCK FRONT VIEW SIDE VIEW SUMP ELEV. 9.00' ANTI-FLOTATION SLABBACK VIEW 15" RCP III ELEV. 10.00'IE 10.00' WEIR #1 ELEV. 14.00' 48" WIDE NOTCH WEIR 6" UNDERDRAIN CONNECTION WEIR ELEV. 15.75' 4' 6" 4' 6" 15" RCP III ELEV. 10.00' FRAME ELEV. WEIR #1 ELEV. 14.00' TOP ELEV. 15.75' BAR GRATING (SEE DETAIL) GALVANIZED STEEL 1 1/4 X 3/16 15" RCP BOTTOM SLAB 4' 4' FRAME ELEV. 4" TEMPORARY ORIFICE FOR SKIMMER CONNECTION S C A L E : 8 N.T.S. OUTFALL CONTROL STRUCTURE DETAIL RIPRAP/OUTLET PROTECTION DETAIL FLOW CONTROL OUTLETS ANTI-FLOTATION SLAB FOREBAY AND CLEANOUT DETAILS ANCHOR BOLT 3/8" X 4" STAINLESS PRECAST BOX SUMP ELEV. 12.20'4' 6" 2" X 3" X 1/4"GALVANIZED ANGLE 2" X 2" X 1/4" FLAT STOCK FRONT VIEW SIDE VIEW SUMP ELEV. 12.20' ANTI-FLOTATION SLABBACK VIEW 18" RCP III ELEV. 13.20'IE 13.20' 48" WIDE NOTCH WEIR 6" UNDERDRAIN CONNECTION WEIR ELEV. 17.45' 4' 6" 4' 6" 18" RCP III ELEV. 13.20' FRAME ELEV. WEIR #1 ELEV. 16.70' TOP ELEV. 17.45' BAR GRATING (SEE DETAIL) GALVANIZED STEEL 1 1/4 X 3/16 18" RCP BOTTOM SLAB 4' 4' FRAME ELEV. 4" TEMPORARY ORIFICE FOR SKIMMER CONNECTION ANTI-FLOTATION SLAB BIORETENTION CELL 1 BIORETENTION CELL 2 BIORETENTION CELL 2 BIORETENTION CELL 1 BIORETENTION CELL 1 3: 1 3:1 10.0' BIORETENTION CELL BOTTOM 10.00' MEDIA DEPTH = 30" MEDIA TOP 12.50' 12" MAX PEAK ATTENUATION VOLUME 14.50' TOP OF BASIN 16.00 100-YR WSE 14.1250-YR WSE 14.0325-YR WSE 13.76 10-YR WSE 13.42 2-YR WSE 12.60 IWS =1.0' 15" RCP III 3 : 1 3:1 10.0' BIORETENTION CELL BOTTOM 13.20' MEDIA DEPTH = 30" MEDIA TOP 15.70' DESIGN VOLUME/POOLING ELEVATION 16.70' 12" MAX PEAK ATTENUATION VOLUME 17.70' TOP OF BASIN 17.70 100-YR WSE 16.73 50-YR WSE 16.7025-YR WSE 16.35 10-YR WSE 15.88 2-YR WSE 13.38 IWS =1.0' 18" RCP III 1. 0 ' 1. 0 ' WEIR #1 ELEV. 16.70' MEDIA MIX NOTES: ·THE MEDIA SHALL BE OF HOMOGENEOUS ENGINEERED MEDIA BLEND WITH APPROXIMATE VOLUMES OF: 1.75 - 85% MEDIUM TO COARSE WASHED SAND (ASTM C33, AASHTO M 6/M 80, ASTM C330, AASHTO M195, OR THE EQUIVALENT) 2.8 - 10% FINES (SILT AND CLAY) 3.5 - 10% ORGANIC MATTER (SUCH AS PINE BARK FINES) ·MEDIA PHOSPHORUS INDEX: THE PHOSPHORUS INDEX (P-INDEX) FOR THE MEDIA SHALL NOT EXCEED 50. ·MECHANICAL COMPACTION: THE MEDIA SHALL NOT BE MECHANICALLY COMPACTED. IT IS RECOMMENDED TO EITHER WATER IT OR WALK ON IT AS IT IS PLACED. FOREBAY BERM DETAIL TOP FOREBAY RIP RAP 12-INCH D50 EARTHEN EMBANKMENT OR RIP RAP, D50=12" BASIN BOTTOM FOREBAY DESIGN STANDARDS 1.FOREBAY VOLUME SHALL BE 15 TO 20 PERCENT OF THE VOLUME IN THE MAIN POOL. 2.THE FOREBAY ENTRANCE SHALL BE DEEPER THAN THE FOREBAY EXIT. 3.THE WATER FLOWING OVER OR THROUGH THE STRUCTURE THAT SEPARATES THE FOREBAY FROM THE MAIN POOL SHALL FLOW AT A NONEROSIVE VELOCITY. 4.IF SEDIMENT ACCUMULATES IN THE FOREBAY IN A MANNER THAT REDUCES ITS DEPTH TO LESS THAN 75 PERCENT OF ITS DESIGN DEPTH, THEN THE FOREBAY SHALL BE CLEANED OUT AND RETURNED TO ITS DESIGN STATE. DESIGN VOLUME/POOLING ELEVATION 13.50' S C A L E : 7 N.T.S. S C A L E : 5 N.T.S. S C A L E : 4 N.T.S. 3 21 0. 5 ' 0. 5 ' CLEAN-OUT PIPE (CAPPED) CLEAN-OUT PIPE (CAPPED) RIM ELEV. = 15.75' RIM ELEV. = 17.45' 6" UNDERDRAIN S C A L E : 6.1 N.T.S. NON-WOVEN 8oz. FILTER FABRIC NON-WOVEN 8oz. FILTER FABRIC Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C GR A D I N G A N D D R A I N A G E D E T A I L S ( 2 O F 2 ) C5.5 60" C M P T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T 6.0' 6" FIRE HYDRANT ASSEMBLY AND VALVE, DETAIL W-9 ON SHEET C6.4 12" C-900 PVC WATERLINE 1" IRRIGATION METER, VALVE BOX AND DOUBLE CHECK VALVE 2" WATER METER,VALVE BOX AND DOUBLE CHECK VALVE BACK FLOW PREVENTER PROPOSED 2" POWER CONDUITS TO TRANSFORMER PROPOSED 2" CONDUITS TO R.O.W. FOR POWER PROPOSED 2" CONDUITS TO R.O.W. FOR TELECOM PROPOSED 2" CONDUIT TO MONUMENT SIGN 12" C-900 PVC WATERLINE 12" X 2" SADDLE AND 2" GATE VALVE 12" 22.5° BEND 12" 22.5° BEND 12" GATE VALVE 6 " F I R E H Y D R A N T A S S E M B L Y A N D V A L V E , 2" WATER SERVICE 12" X 1" SADDLE AND 1" GATE VALVE 2" BLOW OFF ASSEMBLY PER DETAIL W-7 ON SHEET C6.4 6" FIRE HYDRANT ASSEMBLY AND VALVE, DETAIL W-8 ON SHEET C6.4 1" WATER SERVICE BLDG. TIE-IN EDGE OF PAVEMENT RIGHT-OF-WAY EDGE OF PAVEMENT RIGHT-OF-WAY 12" 22.5° BEND 12" 22.5° BEND 12" 11.25° BEND 12" C-900 PVC WATERLINE 38 LF 2" POLY LINE SDR 9 EDGE OF PAVEMENT RIGHT-OF-WAY NEW GREASE TRAP (DETAIL ON SHEET C6.2) 40 LF 4" STEEL CASING PIPE, DETAIL WS-8 ON SHEET C6.5. NEW PRIVATELY OWNED GRINDER PUMP, DETAIL C-1 AND C-2 ON SHEET C6.2. 2" 22.5° BEND 2" 45° BEND FFE = 19.50' 60" C M P 15' x 20' BORING PIT (SEE JACK AND BORE DETAIL ON SHEET C6.5) 15' WIDE, VARYING LENGTH RECEIVING PIT 15' WIDE, VARYING LENGTH RECEIVING PIT (SEE JACK AND BORE DETAIL ON SHEET C6.5) CS JB CS JB 2" PVC FORCE MAIN JB JB 10 LF - 6" PVC@1.00% SEWER 5 LF - 6" PVC@1.00% SEWER 48 LF - 6" PVC@1.00% SEWER 5 LF - 6" PVC@1.00% SEWER 11 LF - 6" PVC@1.16% SEWER 46 LF - 6" PVC@1.00% SEWER 9 LF - 6" PVC@1.00% SEWER 7 LF - 6" PVC@1.00% SEWER 5.0' 5.0'22.5° BEND STA=0+21 45° HORIZONTAL BEND STA=1+14 11.25° BEND STA=1+41 SS CO #6 RIM EL.=18.75' INV. IN = 15.07' INV. IN = 15.07' INV. OUT = 15.07' SS CO #1 RIM EL.=19.40' INV. OUT = 15.70' SS CO #5 RIM EL.=18.97' INV. IN = 15.20' INV. OUT = 15.20' SS CO #4 RIM EL.=19.16' INV. OUT = 15.66' 45° HORIZONTAL BEND STA=1+10 2" CHECK VALVE STA=0+47 CUT OFF VALVE & VAULT STA=0+52 45° VERTICAL BEND STA=0+60 BUILDING CONNECTION INV. OUT = 15.75' BUILDING CONNECTION INV. OUT = 15.75' SS CO #2 RIM EL.=19.17' INV. IN = 15.21' 45° VERTICAL BEND STA=0+62 DCV DCV 9.0' 8.2' 11.6' 9.5' 13.7' 12.4' 24.4' CONTROL PANEL 2" 45° BEND Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UT I L I T Y P L A N ( 1 O F 2 ) C6.0 UTILITY NOTES: 1.UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE APPROPRIATE UTILITY COMPANY. 2.THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 3.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES. 4.NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 5.ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD UTILITIES. 6.GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY FOR ANY WORK IN ROADWAY OR RIGHT-OF-WAY. 7.ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL DETAIL SHOWN ON THESE PLANS. 8.MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON THESE PLANS. 9.ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER PAVING. 10.THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH OSHA. 11.THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 1 4"/FT FOR 4" LINES AND 2) 1 8"/FT FOR 6" LINES. CLEANOUTS SHALL BE PLACED AT 75' INTERVALS. 12.ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH 3'-0" IN NON-TRAFFIC AREAS AND 4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTES OTHERWISE. 13.ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-0" ON NON-TRAFFIC AREAS AND 5'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 14.SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO R/W, THEN PVC SCH. 40 TO BUILDING. WATER SERVICE SHALL BE TYPE "K" COPPER. 15.CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN, CONTRACTOR TO COORDINATE WITH CABLE COMPANY. 16.EXISTING MANHOLES SHOULD BE VERIFIED FOR RIMS AND INVERTS. 17.ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. 18.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 19.CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT. 20.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS/METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 21.OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH. 22.EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 23.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION, THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. 24.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF AL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 25.ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP. 26.ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING "8" IN DIAMETER OR SMALLER SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE OR REQUIRED BY LOCAL GOVERNING MUNICIPALITY. MINIMUM SLOPES ON SANITARY SEWER SERVICES: 4"-1/4"FT, 6"-1/8"FT. 27.BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "K" HARD DRAWN COPPER TUBING WITH SILVER SOLDER JOINTS, SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY PURPOSE ON THIS PROJECT, WHERE PIPING IS REQUIRED TO RUN BELOW THE BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB. 28.WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION. 29.WASTE PIPING BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION. 30.CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES IMMEDIATELY. 31.ALL UTILITY WORK/CONSTRUCTION SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITIES AUTHORITY CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS. 32.SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 33.SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAT 75 FEET APART. CLEAN OUTS LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RATED CONSTRUCTION. 34.CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITIES AUTHORITY, INCLUDING: CORE DRILL FOR OPENING INTO MANHOLE AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL PATCH PAVEMENT WITH A SECTION TO MATCH EXISTING PAVEMENT: 3"12, 8" ABC OR BETTER. 35.RELATION OF WATER MAINS TO SEWERS: A.LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: ·THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR ·THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE WATER MAIN LOCATED AT ONE SIDE OF THE BENCH OR UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER. B.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER MAIN BOTH SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION-IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. C.CROSSING A WATER UNDER A SEWER MAIN; WHENEVER IT IS NECESSARY FOR THE WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. D.CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. 36.UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON THESE PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR ALL CONDUIT CROSSING UNDER PAVED AREAS. 37.TRANSFORMER BY ELECTRICAL COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD. REFER TO ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION. 38.CONTRACTOR TO ENSURE MINIMUM 3' SEPARATION FOR ALL JOINTS, FITTINGS, AND SERVICE SADDLES. MATCHLINE SHEET C6.1 NOTE: ALL UTILITY DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) STANDARDS AND SPECIFICATIONS. T T T T S U S 8" PVC 12 " R C P GR A T E GR A T E TO P = 2 0 . 5 5 ' OU T = 1 7 . 1 2 ' ( S O U T H ) GR A T E TO P = 1 8 . 5 4 ' CB G R A T E TO P = 1 9 . 9 4 ' GR A T E TO P = 1 8 . 9 0 ' CB G R A T E TO P = 2 0 . 1 1 ' SA N I T A R Y M H TO P = 1 6 . 1 6 ' IN = 5 . 7 6 ' ( N O R T H ) OU T = 5 . 6 6 ' ( S O U T H ) SA N I T A R Y M H TO P = 1 7 . 1 5 ' IN = 5 . 3 5 ' ( N O R T H ) OU T = 5 . 2 5 ' ( W E S T ) 8" P V C YITO P = 1 6 . 0 6 ' CB G R A T E TO P = 1 9 . 6 9 ' RC P GA R D E N P L A C E D R . (7 0 ' P U B L I C R / W ) PR I N C E G E O R G E A V E . (5 0 ' P R I V A T E R / W ) CASTLE HAYNE RD. (PUBLIC R/W VARIES) SR-133 12" 22.5° BEND 12" 45° BEND TIE-IN TO EXISTING 12" WATERMAIN 12" C-900 PVC WATERLINE 6" FIRE HYDRANT ASSEMBLY AND VALVE PER DETAIL W-9 ON SHEET C6.4 6" FIRE HYDRANT ASSEMBLY AND VALVE, DETAIL W-9 ON SHEET C6.4 24" STEEL CASING PIPE, DETAIL WS-8 ON SHEET C6.5 12" 45° BEND 12" GATE VALVE ON EXISTING WATER MAIN 12" GATE VALVE 12" GATE VALVE EDGE OF PAVEMENT RIGHT-OF-WAY EDGE OF PAVEMENT RIGHT-OF-WAY 12" 1 1 . 2 5 ° B E N D 12" 11.25° BEND 12" C-900 PVC WATERLINE 33 LF RESTRAINED PIPE 12" C-900 PVC WATERLINE CONTRACTOR TO RELOCATE EXISTING SIGN AND COORDINATE WITH NCDOT CONTRACTOR TO RELOCATE EXISTING SIGN AND COORDINATE WITH PROPERTY OWNER EXISTING GRAVEL DRIVEWAY - CONTRACTOR TO REPLACE GRAVEL AFTER WATERLINE INSTALLATION. EXISTING UG GAS TEST STATION JACK AND BORE RECEIVING PIT (SEE DETAIL WS-7 AND WS-8 ON SHEET C6.5) JACK AND BORE BORING PIT (SEE DETAIL WS-7 AND WS-8 ON SHEET C6.5) CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER TO PLACE TEMPORARY HOLD ON POWERPOLE DURING CONSTRUCTION CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER TO PLACE TEMPORARY HOLD ON POWERPOLE DURING CONSTRUCTION 12" 45° BEND 15' x 20' JACK AND BORE BORING PIT (SEE DETAIL WS-7 AND WS-8 ON SHEET C6.5) 30' x 15' JACK AND BORE RECEIVING PIT (SEE DETAIL WS-7 AND WS-8 ON SHEET C6.5) 5' WIDE OPEN CUT UTILITY INSTALLATION (SEE DETAIL WS-1 ON SHEET C6.6) 5' WIDE OPEN CUT UTILITY INSTALLATION (SEE DETAIL WS-1 ON SHEET C6.6) JACK AND BORE RECEIVING PIT (SEE DETAIL WS-7 AND WS-8 ON SHEET C6.5)43 L F 4 " S T E E L C A S I N G P I P E , DET A I L W S - 8 O N S H E E T C 6 . 5 . 77 LF 4" STEEL CASING PIPE, DETAIL WS-8 ON SHEET C6.5. 2" P V C F O R C E M A I N 2" P V C F O R C E M A I N 2" PVC FORCE MAIN 2" PVC FORCE MAIN 11.25° BEND STA=7+75 11.25° VERTICAL BEND STA=5+88 ARV STA=7+40 11.25° BEND STA=10+9211.25° BEND STA=7+34 27 . 1 ' 18 . 2 ' 26 . 8 ' 47 . 7 ' 13 . 8 ' 69 . 7 ' 20. 5 ' 5.0' 5.0' 25.0' 26 . 6 ' 24 . 2 ' 45.8' 25 . 4 ' 9.1 ' 5.8 ' 34 . 2 ' 21 . 3 ' 5. 0 ' 5. 0 ' 12 . 2 ' 30.0' 28.2' 13 . 0 ' 15.0' 15.0' 20 . 0 ' JACK AND BORE BORING PIT (SEE DETAIL WS-7 AND WS-8 ON SHEET C6.5) 20 . 0 ' 89 LF RESTRAINED PIPE 38 LF RESTRAINED PIPE SAMPLING STATION AND VALVE BOX SEE DETAIL W-8 ON SHEET C6.4 UT I L I T Y P L A N ( 2 O F 2 ) C6.1 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UTILITY NOTES: 1.UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE APPROPRIATE UTILITY COMPANY. 2.THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 3.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES. 4.NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 5.ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD UTILITIES. 6.GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY FOR ANY WORK IN ROADWAY OR RIGHT-OF-WAY. 7.ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL DETAIL SHOWN ON THESE PLANS. 8.MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON THESE PLANS. 9.ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER PAVING. 10.THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH OSHA. 11.THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 14"/FT FOR 4" LINES AND 2) 18"/FT FOR 6" LINES. CLEANOUTS SHALL BE PLACED AT 75' INTERVALS. 12.ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH 3'-0" IN NON-TRAFFIC AREAS AND 4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTES OTHERWISE. 13.ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-0" ON NON-TRAFFIC AREAS AND 5'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 14.SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO R/W, THEN PVC SCH. 40 TO BUILDING. WATER SERVICE SHALL BE TYPE "K" COPPER. 15.CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN, CONTRACTOR TO COORDINATE WITH CABLE COMPANY. 16.EXISTING MANHOLES SHOULD BE VERIFIED FOR RIMS AND INVERTS. 17.ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. 18.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 19.CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT. 20.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS/METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 21.OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH. 22.EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 23.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION, THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. 24.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF AL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 25.ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP. 26.ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING "8" IN DIAMETER OR SMALLER SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE OR REQUIRED BY LOCAL GOVERNING MUNICIPALITY. MINIMUM SLOPES ON SANITARY SEWER SERVICES: 4"-1/4"FT, 6"-1/8"FT. 27.BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "K" HARD DRAWN COPPER TUBING WITH SILVER SOLDER JOINTS, SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY PURPOSE ON THIS PROJECT, WHERE PIPING IS REQUIRED TO RUN BELOW THE BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB. 28.WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION. 29.WASTE PIPING BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION. 30.CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES IMMEDIATELY. 31.ALL UTILITY WORK/CONSTRUCTION SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITIES AUTHORITY CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS. 32.SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 33.SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAT 75 FEET APART. CLEAN OUTS LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RATED CONSTRUCTION. 34.CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITIES AUTHORITY, INCLUDING: CORE DRILL FOR OPENING INTO MANHOLE AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL PATCH PAVEMENT WITH A SECTION TO MATCH EXISTING PAVEMENT: 3"12, 8" ABC OR BETTER. 35.RELATION OF WATER MAINS TO SEWERS: A.LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: ·THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR ·THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE WATER MAIN LOCATED AT ONE SIDE OF THE BENCH OR UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER. B.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER MAIN BOTH SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPERATION-IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. C.CROSSING A WATER UNDER A SEWER MAIN; WHENEVER IT IS NECESSARY FOR THE WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. D.CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. 36.UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON THESE PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR ALL CONDUIT CROSSING UNDER PAVED AREAS. 37.SEE ELECTRICAL SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE. 38.TRANSFORMER BY ELECTRICAL COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD. REFER TO ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION. 38.CONTRACTOR TO ENSURE MINIMUM 3' SEPARATION FOR ALL JOINTS, FITTINGS, AND SERVICE SADDLES. MA T C H L I N E S H E E T C 6 . 0 NOTE: ALL UTILITY DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) STANDARDS AND SPECIFICATIONS. Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UT I L I T Y D E T A I L S ( 1 O F 5 ) C6.2 TRAP CAPACITY SUBJECT TO APPROVAL BY STATE OR LOCAL AUTHORITY. CONSTRUCTION MUST BE MONOLITHIC, INCLUDING THE BAFFLE. TRAP MUST MEET H-25 TRAFFIC LOADING REQUIREMENTS WHEN LOCATED IN A TRAFFIC AREA. SEE SITE PLAN FOR TRAP LOCATION. INTERIOR DIMENSIONS CHANGES ALLOWED TO ACCOMPLISH SIMILAR VOLUMES.SEAL PIPING IN OPENINGS WITH NEOPRENE DONUT AND NON-SHRINK GROUT, TYPICAL. 4" C.O. PLUG AND BODY 1500 GALLON PRECAST CONCRETE GREASE TRAP. 24" INSIDE DIA PRE-CAST CONCRETE MANHOLE RISER SECTION SET ON 0'-4" OF STRUCTURAL BACKFILL MIN. CONCRETE AT 5000 PSI AT 28 DAYS REBAR: GRADE 60 ASTM A615 SPECS NEENAH #R-1772-C HEAVY DUTY MANHOLE FRAME & SOLID COVER REMOVABLE CONCRETE SLAB COVERNOTE: (3)6" OPENINGS 4" SAN TEE 4'- 1 0 " 1'-0" 1'-6" FLOW 6" SANITARY SEWER 2'-10" 1'-0" 4'-10" 8'-0" 6'-0" PAVING 2-WAY C.O. 3" VENT C.O. GREASE INTERCEPTOR DETAIL INV. EL: 8" MIN. H25 LOADING BOTT. EL: TOP EL: TOP EL: * CIVIL ENGINEER TO PROVIDE ALL ELEVATIONS LEFT BLANK ABOVE 19.00' GRADE EL:18.67' FLOW 6" SANITARY SEWER 12.17' INV. EL:15.13'15.13' Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UT I L I T Y D E T A I L S ( 2 O F 5 ) C6.3 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UT I L I T Y D E T A I L S ( 3 O F 5 ) C6.4 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UT I L I T Y D E T A I L S ( 4 O F 5 ) C6.5 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C UT I L I T Y D E T A I L S ( 5 O F 5 ) C6.6 @ ℄ EX . E D G E O F P A V E M E N T EX . E D G E O F P A V E M E N T CASTLE HAYNE ROAD NC-133 (PUBLIC R/W VARIES) 5.0'5.0' EX . E D G E O F P A V E M E N T EX . E D G E O F P A V E M E N T PRINCE GEORGE AVE. (50' PRIVATE R/W) 1. 7 ' 1. 5 ' M I N . 3. 1 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R 4. 3 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R 2. 9 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R 4. 0 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R EX . E D G E O F P A V E M E N T EX . E D G E O F P A V E M E N T GA R D E N P L A C E D R . (7 0 ' P U B L I C R / W ) 3. 7 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R 3. 0 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R 4. 2 ' 2. 5 ' M I N . C O V E R & 5 . 0 ' M A X C O V E R Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C WA T E R L I N E P R O F I L E C6.7 MA T C H L I N E MA T C H L I N E EXISTING GRADE FUTURE GRADE STEEL CASING PROFILE LEGEND @ ℄ @ ℄ 9 LF - 6" PVC SAN SEWER @ 1.00% 46 LF - 6" PVC SAN SEWER @ 1.00% 11 LF - 6" PVC SAN SEWER @ 1.16% 10 LF - 6" PVC SAN SEWER @ 1.00% SS ( C O # 4 ) RI M E L . = 1 9 . 1 6 IN V . O U T = 1 5 . 6 6 SS ( C O # 5 ) RI M E L . = 1 8 . 9 7 IN V . I N = 1 5 . 2 0 IN V . O U T = 1 5 . 2 0 SS ( C O # 6 ) RI M E L . = 1 8 . 7 5 IN V . I N = 1 5 . 0 7 IN V . I N = 1 5 . 0 7 IN V . O U T = 1 5 . 0 7 SS ( S e w e r M H - 1 ) RI M E L . = 1 8 . 5 0 IN V . O U T = 1 3 . 4 1 @ ℄ @ ℄ 5 LF - 6" PVC SAN SEWER @ 1.00% 48 LF - 6" PVC SAN SEWER @ 1.00% 5 LF - 6" PVC SAN SEWER @ 1.00% 7 LF - 6" PVC SAN SEWER @ 1.00% SS ( C O # 1 ) RI M E L . = 1 9 . 4 0 IN V . O U T = 1 5 . 7 0 SS ( C O # 6 ) RI M E L . = 1 8 . 7 5 IN V . I N = 1 5 . 0 7 IN V . I N = 1 5 . 0 7 IN V . O U T = 1 5 . 0 7 SS ( C O # 2 ) RI M E L . = 1 9 . 1 7 IN V . I N = 1 5 . 2 1 Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SE W E R P R O F I L E C6.8 EXISTING GRADE FUTURE GRADE PROFILE LEGEND @ ℄ @ ℄ 2" PVC WATER PIPE 1. 5 ' STANDARD CFPUA 40 LF 4" CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5 NOTE: CASING SHALL EXTEND A MIN. 5' FROM OUTSIDE OF EDGE OF PAVEMENT. EX . B A C K O F C U R B EX . B A C K O F C U R B EX . E D G E O F P A V E M E N T EX . E D G E O F P A V E M E N T RI G H T - O F - W A Y SS G R I N D E R P U M P RI M E L . = 1 8 . 5 0 2" F M I N V . O U T = 1 3 . 4 8 6" S S I N V . I N = 1 4 . 9 7 22.5° BEND STA=0+21 45° HORIZONTAL BEND STA=1+10 11.25° BEND STA=1+41 45° HORIZONTAL BEND STA=1+14 11.25° BEND STA=7+75 45° VERTICAL BEND STA=0+60 CUT OFF VALVE & VAULT NOTE: SHALL BE LOCATED 18" INSIDE OF ROW STA=0+52 2" CHECK VALVE STA=0+47 ARV STA=7+40 11.25° VERTICAL BEND STA=5+88 CA S T L E H A Y N E R O A D NC - 1 3 3 (6 0 ' P U B L I C R / W ) 5.0'5.0' EX . E D G E O F P A V E M E N T EX . E D G E O F P A V E M E N T 5.0'5.0'11.25° BEND STA=7+34 45° VERTICAL BEND STA=0+62 GARDEN PLACE DR. (70' PUBLIC R/W) SEWER SERVICE INV. IN: 14.97' STANDARD CFPUA 43 LF 4" CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5 NOTE: CASING SHALL EXTEND A MIN. 5' FROM OUTSIDE OF EDGE OF PAVEMENT. BTM = 10.50' PUMPS OFF = 12.31' PUMP 1 ON = 12.50' PUMP 2 ON = 13.00' ALARM = 13.50' 1. 7 5 ' 1. 5 ' M I N . EX . S S M H NO T E : M H M U S T B E L I N E D RI M E L . = 1 7 . 1 5 EX . I N V . I N = 5 . 3 5 ' ( N O R T H ) EX . I N V . O U T = 5 . 2 5 ' ( W E S T ) 4" F M I N V I N = 1 2 . 5 0 ' 11.25° BEND STA=7+75 ARV STA=7+40 EX . E D G E O F P A V E M E N T EX . E D G E O F P A V E M E N T 5.0' 5.0' 11.25° BEND STA=10+92 11.25° BEND STA=7+34 PRINCE G E O R G E A V E . (50' PUBLI C R / W ) 77 LF 4" CASING PIPE PER DETAIL WS-8 ON SHEET C6.5 NOTE: CASING SHALL EXTEND A MIN. 5' FROM OUTSIDE OF EDGE OF PAVEMENT. 4" F M I N V I N = 1 2 . 5 0 ' @ ℄ @ ℄ PUMPS OFF = 12.31' Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C FO R C E M A I N P R O F I L E C6.9 NOTES 1.ALL FORCEMAIN SHALL BE PVC UNLESS OTHERWISE NOTED. RESTRAINED PIPE STEEL CASING EXISTING GRADE FUTURE GRADE PROFILE LEGEND 3' M I N . C O V E R & 5 ' M A X . C O V E R 3' M I N . C O V E R & 5 ' M A X . C O V E R 3' M I N . C O V E R & 5 ' M A X . C O V E R 3' M I N . C O V E R & 5 ' M A X . C O V E R TW O F A R M S I N C . , E T A L PIN # 0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 52 3 5 C A S T L E H A Y N E R D . TR A C T 4 - 0 . 8 3 A C R E S + / - TW O F A R M S I N C . PIN # 0 1 1 1 7 - 0 0 4 - 0 0 2 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 52 2 4 C A S T L E H A Y N E R D . TR A C T 3 - 1 . 0 3 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 5 / T R A C T 1 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB . 4 9 8 6 , P G . 2 6 0 1 52 1 9 C A S T L E H A Y N E R D . 0.5 2 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 2 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 TR A C T B - M B . 3 4 , P G . 1 1 9 - 5 2 1 2 C A S T L E H A Y N E R D . 3.4 4 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 5 / T R A C T 2 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB . 4 9 8 6 , P G . 2 6 0 1 52 1 9 C A S T L E H A Y N E R D . 0.4 3 A C R E S + / - CASTLE HAYNE RD. (NC - 133) PUBLIC 60' R/W BM 29, PG 141 T CASTLE HAYNE RD. NC - 133) (60' PUBLIC R/W) SPEED LIMIT - 45 mph Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C RO A D W A Y - S I G H T D I S T A N C E P L A N C7.0 SIGHT DISTANCE SIGHT DISTANCE NOTES: 1.NC 117 POSTED SPEED LIMIT = 45 MPH. DESIGN SPEED = 50 MPH. 2.NC 133 POSTED SPEED LIMIT = 45 MPH. DESIGN SPEED = 50 MPH. 3.DRIVEWAY SIGHT DISTANCES WERE DETERMINED USING NCDOT POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS. SIGHT DISTANCE 500.0' 500.0' 500.0' 32 . 3 ' 54 . 1 ' 26 . 3 ' 10 . 0 ' 10 . 0 ' 10 . 0 0 ' JBCS U.S. HWY 117 (COLLEGE RD.) (100' PUBLIC R/W) SPEED LIMIT - 45 mph T IP F IP F ZO N E X ( 2 % ) ZO N E A E ZO N E A E E D G E O F R O A D ST R E A M ED G E O F G R A V E L E D G E O F R O A D SE W E R E A S E M E N T P E R C A S T L E H A Y N E R D . ( N C - 1 3 3 ) P U B L I C 6 0 ' R / W B M 2 9 , P G 1 4 1 CIS T E R N W/3 6 " D I P TO P = 9 . 0 8 ' 60 " D I P IN V I N = 4 . 7 9 ' 36 " D I P IN V = 4 . 6 8 ' 60" D I P 60 " D I P TO P = 8 . 6 3 ' IN V = 5 . 5 9 ' IN T E R S T A T E S I G N HIG H W A Y S I G N EM E R G E N C Y S I G N HIG H W A Y S I G N IN V = 1 2 . 5 7 ' IN V = 1 2 . 0 3 ' 12 " C M P IN V = 1 4 . 1 3 ' IN V = 1 3 . 9 3 ' 12 " R C P IN V = 1 4 . 3 5 ' IN V = 1 4 . 0 8 ' 12 " R C P TO P O F BA N K WE T L A N D S WE T L A N D S C A S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C RO A D W A Y - G R A D I N G P L A N C7.1 GRADING AND DRAINAGE NOTES: 1.SEE SHEET C1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C5.0 FOR GRADING. SEE SHEET C5.1 FOR DRAINAGE PLAN. SEE SHEET C5.2 FOR STORM DRAINAGE PROFILES. 3.SEE SWPPP PLANS AND SPECIFICATIONS PRIOR TO ENGAGING IN GRADING ACTIVITIES. 4.CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. GRAVITY DEPENDENT UTILITIES SHALL BE INSTALLED PRIOR TO NON-GRAVITY DEPENDENT UTILITIES. 5.ALL SPOTS SHOWN ARE TO EDGE OF PAVEMENT UNLESS SPECIFICALLY INDICATED OTHERWISE. 6.STRUCTURE RIM ELEVATIONS REFER TO TOP OF STRUCTURE LID OR GRATE. THIS REFERS TO ELEVATIONS AT THE TOP OF CURB FOR CURB INLETS WITH NO GRATE ASSOCIATED. 7.ADJUST UTILITY TOPS TO FINISH GRADE. 8.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 9.CONTRACTOR SHALL REMOVE SEDIMENT AND DEBRIS FROM ALL EXISTING AND PROPOSED STORM DRAINAGE STRUCTURES AND PIPES SHOWN WITHIN PROPERTY PRIOR TO PROJECT CLOSEOUT. 10.CONTRACTOR SHALL PROVIDE STORMWATER AS BUILTS PRIOR TO PROJECT CLOSEOUT PER SWPPP PLANS, SPECIFICATIONS, AND REQUIREMENTS. 11.CONTRACTOR SHALL ADHERE TO ALL NPDES PERMIT TERMS AND CONDITIONS FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12.ALL STORM DRAINAGE PIPES SHALL ENTER SIDES / WALLS OF DRAINAGE STRUCTURES AND NOT THROUGH THE STRUCTURE COLUMNS WHEN POSSIBLE. 13.GRADING ACTIVITIES SHALL NOT OCCUR OUTSIDE OF LIMITS OF DISTURBANCE SHOWN. 14.ALL RCP STORM DRAINAGE PIPES WITH LESS THAN 2' OF COVER SHALL BE CLASS IV. ALL OTHER RCP PIPES SHALL BE CLASS III MINIMUM. 15.NO OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FENCES, TREES, AND PLANTINGS ARE PERMITTED WITHIN POND ACCESS EASEMENTS. 16. HIGH POINT 17.PROVIDE RODENT CONTROL ON ALL ROOFDRAIN TIE-INS TO THE STORMWATER SYSTEM. H.P. 60' R.O.W. PROFILE GR. POINT SHOULDER RT. (SHLD. RT.) 12' LANE 12' LANE SLOPE: 2%SLOPE: 2% ROADWAY SPECIFICATIONS 1.3.0" ASPHALT (S9.5 C) SURFACE COURSE. 2.8" GRADED AGGREGATE BASE COURSE. COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). 3.SUBGRADE COMPACTED TO AT LEAST 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-D698). 4.GRADED AGGREGATE BASE COURSE (GABC) TO EXTEND 6" (MIN.) BEYOND EDGE OF OF PAVEMENT FOR 100% OF ROADWAY. 2.0' TYPICAL ROADWAY CROSS SECTION 2 H : 1 V M A X 2.0' 4%8%B A C K S L O P E CUT DEPTH FORESL O P E CL 5.0' G.U.E. 5.0' G.U.E. SHOULDER LT. (SHLD. LT.) 4%8% @ ℄ @ ℄ 12.0' 4.3' 16.3' TRAVEL LANE TRAVEL LANE PAINTED MEDIAN 4.9' RIGHT TURN 17.6'17.3' TRAVEL LANE TRAVEL LANE 9.9'12.0'10.5'12.1' 2.5'2.5' RIGHT TURN TRAVEL LANE PAINTED MEDIANTRAVEL LANE PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER 12.0'12.0'12.0'12.0' RIGHT TURN TRAVEL LANE PAINTED MEDIAN TRAVEL LANE 3.0' 12.0'12.0'12.0'12.0' 3.0'3.0'RIGHT TURN TRAVEL LANE PAINTED MEDIAN TRAVEL LANE PAVED SHOULDER PAVED SHOULDER 3.0' PAVED SHOULDER PAVED SHOULDER 3.0' 12.0'12.0'12.0'12.0' 3.0'RIGHT TURN TRAVEL LANE PAINTED MEDIAN TRAVEL LANE PAVED SHOULDER PAVED SHOULDER 31.7' 3.0' 12.0'12.0' TRAVEL LANE TRAVEL LANE PROPOSED DRIVEWAY PAVED SHOULDER 3.0' 12.0'12.0'12.0' LEFT TURN TRAVEL LANE PAVED SHOULDER 10.3' TRAVEL LANE PROPOSED DRIVEWAY 3.0' 12.0'12.0'12.4' 3.0'LEFT TURN TRAVEL LANE PAVED SHOULDER TRAVEL LANE PAVED SHOULDER 3.0' 12.0'12.0'11.7' 3.0'LEFT TURN TRAVEL LANE PAVED SHOULDER PAVED SHOULDER TRAVEL LANE 3.0' 12.0'7.6' 3.0' 11.5' 3.0'TRAVEL LANE PAVED SHOULDER PAVED SHOULDER TRAVEL LANE PAINTED MEDIAN LEFT TURN 3.0' 12.1' 5.6' 13.1' 6.4' TRAVEL LANE PAVED SHOULDER EXISTING DRIVEWAY PAINTED MEDIAN TRAVEL LANE 3.0' 18" RCP CULVERT PIPE 18" RCP CULVERT PIPE COLLEGE ROAD EX. EOP RIGHT OF WAY 18" RCP CULVERT PIPE EXISTING SURFACE PROPOSED SURFACE 16.2' EX. TRAVEL LANE16.3' EX. TRAVEL LANE Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C RO A D W A Y C R O S S S E C T I O N S C7.2 XX 4' O L D WO O D E D FE N C E BO R E H O L E 17 . 7 6 ' BO R E H O L E 17 . 6 8 ' IP F IP F LO C A T I O N O F P A T H 6' O L D WO O D E D FE N C E CAN O P Y EDG E O F R O A D SINGLE STORY WOOD FRAME RESTAURANT 39'x47' TW O F A R M S I N C . , E T A L PIN # 0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 52 3 5 C A S T L E H A Y N E R D . TR A C T 4 - 0 . 8 3 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 5 / T R A C T 1 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB . 4 9 8 6 , P G . 2 6 0 1 52 1 9 C A S T L E H A Y N E R D . 0.5 2 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 2 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 TR A C T B - M B . 3 4 , P G . 1 1 9 - 5 2 1 2 C A S T L E H A Y N E R D . 3.4 4 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 5 / T R A C T 2 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB . 4 9 8 6 , P G . 2 6 0 1 52 1 9 C A S T L E H A Y N E R D . 0.4 3 A C R E S + / - U.S. HWY 117 (COLLEGE RD.) (100' PUBLIC R/W) SPEED LIMIT - 45 mph EDGE OF ROAD RIGHT-OF- WAY EDGE OF ROAD EDGE OF ROAD PO R C H E D G E O F G R A V E L E D G E O F G R A V E L EDGE OF ROAD EDGE OF ROAD T CASTLE HAYNE RD. NC - 133) (60' PUBLIC R/W) SPEED LIMIT - 45 mph Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C TR A F F I C C O N T R O L P L A N ( P H A S E 1 ) C8.0 NOTE: 1.CONTRACTOR TO REFER TO NCDOT STANDARDS AND SPECIFICATIONS. ONE LANE ROAD AHEAD W20-4 48" X 48" W20-7a 48" X 48" BE PREPARED TO STOP W3-4 48" X 48" ONE LANE ROAD AHEAD W20-4 48" X 48" W20-7a 48" X 48" BE PREPARED TO STOP W3-4 48" X 48" 20' MAX. (TYP.) 20' MAX. (TYP.) W20-7a 48" X 48"ONE LANE ROAD AHEAD W20-4 48" X 48" W20-7a 48" X 48" BE PREPARED TO STOP W3-4 48" X 48" ONE LANE ROAD AHEAD W20-4 48" X 48" LEGEND: FLAGGER CONE PORTABLE SIGN BE PREPARED TO STOP W3-4 48" X 48" WORK AREA WORK AREA TAPER TAPER TAPER TAPER 20' MAX. (TYP.) U.S. HWY 117 - NORTHBOUND LANE CLOSURE CASTLE HAYNE ROAD - NORTHBOUND LANE CLOSURE XX 4' O L D WO O D E D FE N C E BO R E H O L E 17 . 7 6 ' BO R E H O L E 17 . 6 8 ' IP F IP F LO C A T I O N O F P A T H PR E V I O U S S U R V E Y 6' O L D WO O D E D FE N C E CAN O P Y EDG E O F R O A D SINGLE STORY WOOD FRAME RESTAURANT 39'x47' TW O F A R M S I N C . , E T A L PIN # 0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 52 3 5 C A S T L E H A Y N E R D . TR A C T 4 - 0 . 8 3 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 5 / T R A C T 1 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB . 4 9 8 6 , P G . 2 6 0 1 52 1 9 C A S T L E H A Y N E R D . 0.5 2 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 2 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB . 6 4 8 6 , P G . 2 9 8 8 TR A C T B - M B . 3 4 , P G . 1 1 9 - 5 2 1 2 C A S T L E H A Y N E R D . 3.4 4 A C R E S + / - TW O F A R M S I N C . , E T A L TR A C T 5 / T R A C T 2 PIN # 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB . 4 9 8 6 , P G . 2 6 0 1 52 1 9 C A S T L E H A Y N E R D . 0.4 3 A C R E S + / - U.S. HWY 117 (COLLEGE RD.) (100' PUBLIC R/W) SPEED LIMIT - 45 mph Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C TR A F F I C C O N T R O L P L A N ( P H A S E 2 ) C8.1 NOTE: 1.CONTRACTOR TO REFER TO NCDOT STANDARDS AND SPECIFICATIONS. ONE LANE ROAD AHEAD W20-4 48" X 48" W20-7a 48" X 48" BE PREPARED TO STOP W3-4 48" X 48" LEGEND: FLAGGER CONE PORTABLE SIGN ONE LANE ROAD AHEAD W20-4 48" X 48" W20-7a 48" X 48" BE PREPARED TO STOP W3-4 48" X 48" WORK AREA TAPER TAPER 20' MAX. (TYP.) U.S. HWY 117 - SOUTHBOUND LANE CLOSURE Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C TR A F F I C C O N T R O L P L A N D E T A I L S C8.2 T U . S . H W Y 1 1 7 ( C O L L E G E R D . ) (1 0 0 ' P U B L I C R / W ) S P E E D L I M I T - 4 5 m p h CA S T L E H A Y N E R D . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) SP E E D L I M I T - 4 5 m p h EX. 5 5 . 0 ' DR A I N A G E E A S E M E N T CS JB CS 70 ' 10' 10' 70 ' 10' 70 ' 7 0 ' 10' JB JB JB DCV DCV LA N D S C A P E P L A N LP.1.0 S C G R I D N A D 8 3 PLANT SCHEDULE CANOPY TREES CODE ROOTCOMMON NAME CONT HEIGHT QTY SHRUBS CODE RSIZECOMMON NAME CONT SPACING QTY Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C