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Royal Farms #482 - Wilmington NC Site Plans 10-30-23 (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 5.33 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 SITE TWO FARMS INC 3611 ROLAND AVE BALTIMORE, MD 21211 (410) 889-0200 CONTACT: CHRIS BOLLINO 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 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: NANCY SCHWACKE, PLS SITE 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 10/30/23 Jonathan Jackson, PE 26620 SHEET LIST TABLE Sheet Number Sheet Title C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 SITE SURVEY C3.0 DEMOLTION 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 ( 1 of 2) C4.1 SITE PLAN (2 of 2) 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 2) C4.7 SITE DETAILS (2 OF 2) C4.8 SITE DETAILS (3 OF 3) C5.0 GRADING PLAN C5.1 DRAINAGE PLAN C5.1A DRAINAGE AREA PLAN (1 OF 2) C5.1B DRAINAGE AREA PLAN (2 OF 2) C5.2 DRAINAGE PROFILES C5.3 GRADING AND DRAINAGE DETAILS (1 OF 2) C5.4 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 - SIGNAGE AND STRIPING PLAN C7.1 ROADWAY - PAVEMENT PLAN C7.2 ROADWAY - GRADING PLAN C7.3 ROADWAY CROSS SECTIONS 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) 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 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' T 17.8 12.3 13. 7 17.4 15.5 17.8 17.7 18. 0 17.3 16.2 16.3 16.2 16.3 18. 6 15.9 17.1 15.9 16. 6 17. 2 16. 7 17.6 17.7 17.9 17.9 17. 6 19.9 19. 6 18.5 17.5 18.2 20. 0 18. 5 19.4 19.1 12. 9 11. 3 12.0 12. 6 13. 6 15. 1 16.5 14.0 15. 2 T T X X X X X X X X X X X X X X X X X X X X 15 . 8 17 . 4 16 . 0 14 . 4 12 . 7 15 . 8 15 . 5 16 . 0 16 . 6 17 . 0 16 . 5 17 . 0 17 . 3 16 . 6 17 . 6 18 . 9 17 . 5 17 . 7 16 . 5 17 . 1 2 16 . 5 3 16 . 0 8 15 . 7 4 15 . 4 9 15 . 5 16 . 1 5.8 5.9 14 . 1 18 . 0 16 . 1 11 . 8 9.9 13 . 8 20 . 7 21 . 5 15 . 5 13 . 2 9.2 16 . 8 12.4 13 . 2 17 . 0 21 . 1 20 . 5 20 . 4 20 . 8 13 . 6 12 . 3 8.5 11 . 7 12 . 0 10 . 1 13 . 9 10 . 9 10 . 1 13 . 8 18 . 6 21 . 5 20 . 7 20 . 9 21 . 5 20 . 6 15 . 1 10 . 8 13 . 4 13 . 8 11 . 7 21 . 5 20 . 4 20 . 7 21 . 2 12 . 4 14 . 3 13 . 3 17 . 1 21 . 3 20 . 9 14 . 8 15 . 9 L4 S 66°21'37" E 358.79'S 66°35'00" E 156.68' 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 ° 0 3 ' 1 4 " W 1 3 0 . 8 7 ' C3 C4 N 2 3 ° 2 9 ' 4 3 " E 1 9 6 . 5 6 ' N 66°07'28" W 289.25' N 31 ° 3 0 ' 4 4 " E 1 0 3 . 1 7 ' N 47 ° 5 3 ' 4 4 " E 7 2 . 7 5 ' S 75°10'16" E 109.4 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 19.4 C9 16.3 15.9 14.5 16. 3 16. 3 16.6 16.1 16. 8 16. 8 16.7 17. 0 17.4 17.1 15.9 17.4 17.5 17.2 ROUND ABOUT HIGHWA Y SIGN BURGA W ROADS T 10 10 10 10 5 10 15 10 15 15 15 15 15 15 15 15 15 15 1 5 1 0 1 0 1 0 1 5 2 0 1 5 2 0 2 0 1 5 15 15 1 5 15 20 20 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 T I O N P L A N C3.0 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' T 17.8 12.3 13. 7 17.4 15.5 17.8 17.7 18. 0 17.3 16.2 16.3 16.2 16.3 18. 6 15.9 17.1 15.9 16. 6 17. 2 16. 7 17.6 17.7 17.9 17.9 19.9 19. 6 18.5 17.5 18.2 20. 0 18. 5 19.4 19.1 12. 9 11. 3 12.0 12. 6 13. 6 15. 1 16.5 14.0 15. 2 T T X X X X X X X X X X X X X X X X X X X X 15 . 8 17 . 4 16 . 0 14 . 4 12 . 7 15 . 8 15 . 5 16 . 0 16 . 6 17 . 0 16 . 5 17 . 0 17 . 3 16 . 6 17 . 6 18 . 9 17 . 5 17 . 7 16 . 5 17 . 1 2 16 . 5 3 16 . 0 8 15 . 7 4 15 . 4 9 15 . 5 16 . 1 5.8 5.9 14 . 1 18 . 0 16 . 1 11 . 8 9.9 13 . 8 20 . 7 21 . 5 15 . 5 13 . 2 9.2 16 . 8 12.4 13 . 2 17 . 0 21 . 1 20 . 5 20 . 4 20 . 8 13 . 6 12 . 3 8.5 11 . 7 12 . 0 10 . 1 13 . 9 10 . 9 10 . 1 13 . 8 18 . 6 21 . 5 20 . 7 20 . 9 21 . 5 20 . 6 15 . 1 10 . 8 13 . 4 13 . 8 11 . 7 21 . 5 20 . 4 20 . 7 21 . 2 12 . 4 14 . 3 13 . 3 17 . 1 21 . 3 14 . 8 15 . 9 L4 S 66°21'37" E 358.79'S 66°35'00" E 156.68' 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 ° 0 3 ' 1 4 " W 1 3 0 . 8 7 ' C3 C4 N 2 3 ° 2 9 ' 4 3 " E 1 9 6 . 5 6 ' N 66°07'28" W 289.25' N 31 ° 3 0 ' 4 4 " E 1 0 3 . 1 7 ' N 47 ° 5 3 ' 4 4 " E 7 2 . 7 5 ' S 75°10'16" E 109.4 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 16.3 15.9 14.5 16. 3 16. 3 16.6 16.1 16. 8 16. 8 16.7 17. 0 17.4 17.1 15.9 17.4 17.5 ROUND ABOUT HIGHWA Y SIGN BURGA W ROADS 10 10 10 10 5 10 15 10 15 15 15 15 15 15 15 15 15 15 1 5 1 0 1 0 1 0 1 5 2 0 1 5 2 0 2 0 1 5 15 15 1 5 15 20 20 TREE 1 TREE 2 TREE 3 TREE 9 TREE 8 TREE 7 TREE 6 TREE 5 TREE 4 TREE 10 TREE 11 TREE 12 TREE 13 TREE 14 TREE 15 TREE 16 TREE 17 TREE 18 TREE 20 TREE 21 TREE 22 TREE 24 TREE 25 TREE 26 TREE 27 TREE 28 TREE 29 TREE 30 TREE 19 TREE 23 TREE 31 TREE 32 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 TREE SCHEDULE TREE NUMBER NAME SIZE REMOVE / REMAIN 1 WATER OAK 31"REMOVE 2 PECAN (DOUBLE)26"REMOVE 3 PINE (OTHER CONIFER)16"REMOVE 4 PINE (OTHER CONIFER)16"REMOVE 5 PINE (OTHER CONIFER)16"REMOVE 6 PINE (OTHER CONIFER)18"REMOVE 7 PINE (OTHER CONIFER)13"REMOVE 8 PINE (OTHER CONIFER)14"REMOVE 9 PINE (OTHER CONIFER)16"REMOVE 10 PINE (OTHER CONIFER)21"REMOVE 11 PINE (OTHER CONIFER)13"REMOVE 12 PINE (OTHER CONIFER)15"REMOVE 13 PINE (OTHER CONIFER)14"REMOVE 14 WILLOW OAK 15"REMOVE 15 LAUREL OAK 9"REMOVE 16 LAUREL OAK 8"REMOVE 17 LAUREL OAK 9"REMOVE 18 LAUREL OAK 10"REMOVE 19 PINE (OTHER CONIFER)13"REMOVE 20 PINE (OTHER CONIFER)26"REMOVE 21 WILLOW OAK (STATE OF DECLINE)43"REMOVE 22 WILLOW OAK (STATE OF DECLINE)48"REMOVE 23 DARLINGTON OAK (STATE OF DECLINE)28"REMOVE 24 PINE (OTHER CONIFER)13"REMAIN 25 PINE (OTHER CONIFER)37"REMAIN 26 PINE (OTHER CONIFER) (DEAD)15"REMOVE 27 WATER OAK 18"REMAIN 28 WATER OAK 9"REMAIN 29 WATER OAK 11"REMAIN 30 LIVE OAK 15"REMAIN 31 PINE (OTHER CONIFER)18"REMOVE 32 WATER OAK 19"REMOVE T T T X X X X IPF IPF ZONE X ( 2 % ) ZONE X ( 2 % ) ZO N E X ( 2 % ) ZONE A E ZONE A E ZONE A E 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 10 10 10 10 5 10 15 10 15 15 15 15 15 15 15 15 15 15 1 5 1 0 1 0 1 0 1 5 2 0 1 5 2 0 2 0 1 5 15 15 1 5 15 20 20 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 ) 3 5 ' S E T B A C K 35 ' S E T B A C K 35.0' 35 . 0 ' 35' SETBACK 35.0' INLET PROTECTION TYPE F INLET PROTECTION TYP F INLET PROTECTION TYPE F INLET PROTECTION TYPE F INLET PROTECTION TYPE A CONSTRUCTION ENTRANCE (TYP) CONCRETE WASHOUT AREA (TYP) SILT FENCE (TYP) LIMITS OF DISTURBANCE 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 +/- INLET PROTECTION TYP F INLET PROTECTION TYPE A SILT FENCE (TYP) DOUBLE ROW SILT FENCE (TYP) WATTLE CHECK SEDIMENT BASIN DIVERSION DITCH WATTLE CHECK WATTLE CHECK DIVERSION DITCH 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 T T T T U Sta n d a r d : 1 Are a : 4 9 1 8 . 4 2 0.1 1 3 A C R E S 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) INLET PROTECTION TYPE A INLET PROTECTION TYPE F INLET PROTECTION TYPE F 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 JB CS T 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 ) DCV DCV 3 5 ' S E T B A C K 35 ' S E T B A C K 35.0' 35 . 0 ' 35' SETBACK CONSTRUCTION ENTRANCE (TYP) CONCRETE WASHOUT AREA (TYP) SILT FENCE (TYP) LIMITS OF DISTURBANCE 25 . 0 ' 25' LANDSCAPE BUFFER INLET PROTECTION TYPE F INLET PROTECTION TYP F INLET PROTECTION TYPE F INLET PROTECTION TYPE F INLET PROTECTION TYPE A INLET PROTECTION TYP F INLET PROTECTION TYPE A SILT FENCE (TYP) DOUBLE ROW SILT FENCE (TYP) TREE PROTECTION (TYP) INLET PROTECTION TYPE E INLET PROTECTION TYPE E INLET PROTECTION TYPE A INLET PROTECTION TYPE E INLET PROTECTION TYPE E INLET PROTECTION TYPE E OUTLET PROTECTION (TYP)INLET PROTECTION TYPE E INLET PROTECTION TYPE E EMERGENCY OVERFLOW SPILLWAY FAIRCLOTH SKIMMER 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 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) S INLET PROTECTION TYPE A INLET PROTECTION TYPE F INLET PROTECTION TYPE F 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 T E R M E D I A T E ( 2 O F 2 ) C3.4 MA T C H L I N E T 17.8 12.3 13. 7 17.4 15.5 17.8 17.7 18. 0 17.3 16.2 16.3 16.2 16.3 18. 6 15.9 17.1 15.9 16. 6 17. 2 16. 7 17.6 17.7 17.9 17.9 19.9 19. 6 18.5 17.5 18.2 20. 0 18. 5 19.4 19.1 12. 9 11. 3 12.0 12. 6 13. 6 15. 1 16.5 14.0 15. 2 T T L4 S 66°21'37" E 358.79'S 66°35'00" E 156.68' 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 ° 0 3 ' 1 4 " W 1 3 0 . 8 7 ' C3 C4 N 2 3 ° 2 9 ' 4 3 " E 1 9 6 . 5 6 ' N 66°07'28" W 289.25' N 31 ° 3 0 ' 4 4 " E 1 0 3 . 1 7 ' N 47 ° 5 3 ' 4 4 " E 7 2 . 7 5 ' S 75°10'16" E 109.4 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 16.3 15.9 14.5 16. 3 16. 3 16.6 16.1 16. 8 16. 8 16.7 17. 0 17.4 17.1 15.9 17.4 17.5 Standard : 2 Area : 11 3 3 2 5 . 4 9 2.602 A C R E S PS PS PSPS PS PS PS PS 3 5 ' S E T B A C K 35 ' S E T B A C K 35.0' 35 . 0 ' 35' SETBACK 35.0' 25 . 0 ' 25' LANDSCAPE BUFFER T PS 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 ) 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 ( 1 O F 2 ) C3.5 MATCH L I N E T T T T U X X DE A D EN D 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) S 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 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 TEMPORARY 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 T 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 ) DCV DCV 24' 50 ' 46 ' 9'20 ' 5' 14 ' 23'23' 9' 20' 15 ' 25 ' L A N D S C A P E BU F F E R 35 ' S E T B A C K 35' SETBACK 25' LANDSCAPE BUFFER 35' SETBACK 25' LANDSCAP E BUFFER 25' L A N D S C A P E BUF F E R 35' S E T B A C K 35' 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 EMERGENCY SHUTOFF VENTS 8.0' 20 . 0 ' 38 ' 55. 0 ' DR A I N A G E E A S E M E N T PROPOSED RIGHT-IN, RIGHT-OUT ENTRANCE PROPOSED FULL ACCESS ENTRANCE 16 . 5 ' 1 6 . 5 ' 38 . 0 ' 10' STEM LENGTH OF SITE ACCESS 1: 125' STEM LENGTH OF SITE ACCESS 2: 75' PROPANE TANK 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 ( 1 O F 2 ) 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 C4.8FOR 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 ADA PARKING SIGN, SEE SHEET C4.6FOR 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 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%) 5.33± 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 T 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 ) 24' 50 ' 46 ' 9'20 ' 23'23' 9' 20' 15 ' 25 ' L A N D S C A P E BU F F E R 35 ' S E T B A C K 35' SETBACK 25' LANDSCAPE BUFFER 35' 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 EMERGENCY SHUTOFF VENTS 8.0' 20 . 0 ' 38 ' 55. 0 ' DR A I N A G E E A S E M E N T PROPOSED RIGHT-IN, RIGHT-OUT ENTRANCE PROPOSED FULL ACCESS ENTRANCE 16 . 5 ' 1 6 . 5 ' 38 . 0 ' STEM LENGTH OF SITE ACCESS 1: 125' STEM LENGTH OF SITE ACCESS 2: 75' PROPANE TANK 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 ( 2 O F 2 ) C4.1 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 C4.8FOR 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 ADA PARKING SIGN, SEE SHEET C4.6FOR 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 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%) 5.33± 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 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 ) 4" DOUBLE YELLOW LINES 24" STOP BAR STOP SIGN RELOCATED HIGHWAY SIGN 24" STOP BAR STOP SIGN PAINTED RIGHT AND LEFT TURN ARROW (TYPICAL) PAINTED ONE WAY ARROW (TYPICAL) PAINTED RIGHT TURN ARROW (TYPICAL) PAINTED ONE WAY ARROW (TYPICAL) ADA PARKING AREA (TYPICAL) 4" WHITE PARKING LINE (TYPICAL) ADA PARKING SIGN (TYPICAL) 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 STORE SIGN 4" WHITE ANGLED STRIPED ISLAND AT 1' SPACING 4" WHITE ANGLED STRIPED ISLAND AT 1' SPACING 4" WHITE ANGLED STRIPED ISLAND AT 1' SPACING RELOCATED HIGHWAY 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 PA V E M E N T A N D S T R I P I N G P L A N C4.2 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 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%) 5.33± 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 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' Oil T a n k 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 TR U C K R O U T E P L A N C4.3 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%) 5.33± 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 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 ) 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 T 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 ) DCV DCV 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 22 RD 23 RD 24 RD 25 RD 26 RD 13 RD 10A RD 5A JB CS 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 HANDICAP PARKING SIGN DETAIL8 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 2 ) 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 8" COMPACTED STONE BASE (COMPACTED TO 98% COMPACTED PER GEOTECHNICAL REPORT) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 2" ASPHALT SURFACE COURSE (COMPACTED TO 92-96% DENSITY) 3" ASPHALT BINDER 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. STANDARD ASPHALT PAVEMENT DETAIL NOT TO SCALE 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 CONCRETE CURB & GUTTER DETAIL 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 4000 PSI CLASS "A" CONCRETE POUR FLUSH W/ PROP. PAVEMENT GRADE TACK COAT 0.2 GAL./SQ. YARD COMPACTED PREPARED SUBGRADE CR-6 STONE SUBBASE SECTION VIEW SEE PLAN FOR SIZE 6" 4% (REFER TO GRADING PLAN FOR SLOPE) 2" 8" INSULATED 6" CONCRETE PAVEMENT AT CAR WASH DE-ICING SYSTEM DETAIL NOT TO SCALE 2" SQUARE EDGE XPS, EXTRUDED POLYSTYRENE INSULATION 2" 5/8" O.D. PEX TUBING 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 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. 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 STOP SIGN DETAIL1 PAVEMENT MARKINGS6 SI T E D E T A I L S ( 2 O F 2 ) C4.7 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 5'-0"12'-0"12'-0" PROP. CONCRETE CURB PROP. DUAL VACUUM (CONTACT CAR WASH VENDOR)20 ' - 0 " DUAL VACUUM PARKING PENINSULA LAYOUT WITH CAR WASH DETAIL NOT TO SCALE 12'-0" CAR WASH SITES ONLY TRASH CAN 10 ' 10 ' ℄ 3'± REMOVABLE BOLLARD (TYP.) PROP. DUAL VACUUM (CONTACT CAR WASH VENDOR) TRASH CAN REMOVABLE BOLLARD (TYP.) 12'-0"5'-0" 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 - REDWOOD (OR EQUIVALENT)PEA GRAVEL 6" SCH.40 STEEL PIPE 10" SCHEDULE 40 PVC SLEEVE 1" BELOW FINISHED SIDEWALK ELEVATION 1" SIKAFLEX - 2C POLYURETHANE SEALANT - REDWOOD 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 - REDWOOD (OR EQUIVALENT) PEA GRAVEL 6" SCH.40 STEEL PIPE 10" SCHEDULE 40 PVC SLEEVE 1" BELOW FINISHED SIDEWALK ELEVATION 1" SIKAFLEX - 2C POLYURETHANE SEALANT - REDWOOD 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 SEE PLAN VIEW 1'- 6 " 4' TY P . WHITE REFLECTIVE TRAFFIC PAINT STOP BAR STOP SIGN STOP BAR GRAPHIC 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 45' CAR WASH 1,248 S.F.℄℄ CAR WASH FOUNDATION WALL UNDERGROUND CAR WASH ENTRANCE DE-ICING SYSTEM PIPES (SEE 6" INSULATED CONCRETE PAVEMENT DETAIL) TRENCH DRAIN CAR WASH FOUNDATION WALL UNDERGROUND CAR WASH ENTRANCE DE-ICING SYSTEM PIPES (SEE 6" INSULATED CONCRETE PAVEMENT DETAIL) TRENCH DRAIN SEE BUILDING PLUMBING DRAWINGS FOR CONNECTION DETAILS IN SUBSLAB PIPING CAR WASH DE-ICING SYSTEM DETAIL (PLAN VIEW) NOT TO SCALE 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 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 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" 1 : 10 1 : 10 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1 : 12 OR FLATTER SLOPES. 6.0 FT. 5.0 FT. 4.0 FT. 3.0 FT. 5.0 FT. 4.2 FT. 3.3 FT. 2.5 FT. 5.0 FT. 4.2 FT. 3.3 FT. 2.0 FT. 1 : 10 1 : 8 6" 5" 4" 3" SIDE FLARE DIMENSION AT CURB (1 : 12) SIDE FLARE DIMENSION AT CURB (1 : 10)NOMINAL RAMP LENGTH MAX. RAMP SLOPE MAX. RISE OF RAMP CURB RAMP DIMENSIONS EXISTING CONDITION 5.0 FT. 4.2 FT. 8" 11.0 FT. 12.0 FT. 10.0 FT. 9.0 FT. 8.0 FT. 7.0 FT. 6.0 FT. 5.0 FT. 4.0 FT. 3.0 FT. 10.0 FT. 9.2 FT. 8.4 FT. 7.5 FT. 6.7 FT. 5.8 FT. 3.3 FT. 2.5 FT. 12.0 FT. 11.0 FT. 10.0 FT. 9.0 FT. 8.0 FT. 7.0 FT. 6.0 FT. 5.0 FT. 4.0 FT. 3.0 FT.1 : 12 12" 11" 10" 9" 7" 6" 5" 4" 3" SIDE FLARE DIMENSION AT CURB (1 : 12) SIDE FLARE DIMENSION AT CURB (1 : 10) NOMINAL RAMP LENGTH (1 : 12) MAX. RAMP SLOPE RISE OF RAMP CURB RAMP DIMENSIONS NEW CONSTRUCTION NOTE: 1.REFER TO LOCAL CODE REQUIREMENTS FOR LIMITATIONS ON RAMP SLOPE, LENGTH, RISE, AND SIDE FLARE. * * * ** ** TABLE A NOT TO SCALE 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 17.8 12.3 13. 7 17.4 15.5 17.8 17.7 18. 0 17.3 16.2 16.3 16. 2 16.3 18. 6 15.9 17.1 15.9 16. 6 17. 2 16. 7 17.6 17.7 17.9 17.9 17. 6 19.9 19. 6 18.5 17.5 18.2 20. 0 18. 5 19.4 19.1 12. 9 11. 3 12.0 12. 6 13. 6 15. 1 16.5 14.0 15. 2 15 . 8 17 . 4 16 . 0 14 . 4 12 . 7 15 . 8 15 . 5 16 . 0 16 . 6 17 . 0 16 . 5 17 . 0 17 . 3 16 . 6 17 . 6 18 . 9 17 . 5 17 . 7 16 . 5 17 . 1 2 16 . 5 3 16 . 0 8 15 . 7 4 15 . 4 9 15 . 5 16 . 1 5.8 5.9 14 . 1 18 . 0 16 . 1 11 . 8 9.9 13 . 8 20 . 7 21 . 5 15 . 5 13 . 2 9.2 16 . 8 12.4 13 . 2 17 . 0 21 . 1 20 . 5 20 . 4 20 . 8 13 . 6 12 . 3 8.5 11 . 7 12 . 0 10 . 1 13 . 9 10 . 9 10 . 1 13 . 8 18 . 6 21 . 5 20 . 7 20 . 9 21 . 5 20 . 6 15 . 1 10 . 8 13 . 4 13 . 8 11 . 7 21 . 5 20 . 4 20 . 7 21 . 2 12 . 4 14 . 3 13 . 3 17 . 1 21 . 3 20 . 9 14 . 8 15 . 9 19.4 16.3 15.9 14.5 16. 3 16. 3 16.6 16.1 16. 8 16. 8 16.7 17. 0 17.4 17.1 15.9 17.4 17. 5 17.2 10 10 10 10 5 10 15 10 15 15 15 15 15 15 15 15 15 15 1 5 1 0 1 0 1 0 1 5 2 0 1 5 2 0 2 0 1 5 15 15 1 5 15 20 20 T 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 ) DCV DCV JB CS 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK FFE = 19.50 INV. 14.78 INV. 14.44 INV. 11.90 35.0' 35 . 0 ' 35.0' 25 . 0 ' 55. 0 ' H.P. H.P. H.P. H.P. EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' 17.9' 10 . 9 ' 9. 2 ' 6.0' 5.8' 9. 5 ' 9. 5 ' 6.0'3. 7 5 ' 3. 6 5 ' 4.5' 9. 0 '5.1' 15. 0 '22. 0 ' 13. 8 ' 3. 6 5 ' 3. 7 5 ' 6.0' CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING WILL BE SCHEDULED WITH COUNTY. JB JB 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 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. H.P. LEGEND 1.PROPOSED CONTOUR 2.EXISTING CONTOUR 3.FLOW ARROW 4.PROPOSED SPOT GRADE 5.EXISTING SPOT GRADE POND INFORMATION TOP OF BANK 16.00' BOTTOM 8.00' 2 YEAR STORM 11.19' 10 YEAR STORM 12.33' 25 YEAR STORM 12.76' 100 YEAR STORM 13.57' 17.8 12.3 13. 7 17.4 15.5 17.8 17.7 18. 0 17.3 16.2 16.3 16. 2 16.3 18. 6 15.9 17.1 15.9 16. 6 17. 2 16. 7 17.6 17.7 17.9 17.9 17. 6 19.9 19. 6 18.5 17.5 18.2 20. 0 18. 5 19.4 19.1 12. 9 11. 3 12.0 12. 6 13. 6 15. 1 16.5 14.0 15. 2 15 . 8 17 . 4 16 . 0 14 . 4 12 . 7 15 . 8 15 . 5 16 . 0 16 . 6 17 . 0 16 . 5 17 . 0 17 . 3 16 . 6 17 . 6 18 . 9 17 . 5 17 . 7 16 . 5 17 . 1 2 16 . 5 3 16 . 0 8 15 . 7 4 15 . 4 9 15 . 5 16 . 1 5.8 5.9 14 . 1 18 . 0 16 . 1 11 . 8 9.9 13 . 8 20 . 7 21 . 5 15 . 5 13 . 2 9.2 16 . 8 12.4 13 . 2 17 . 0 21 . 1 20 . 5 20 . 4 20 . 8 13 . 6 12 . 3 8.5 11 . 7 12 . 0 10 . 1 13 . 9 10 . 9 10 . 1 13 . 8 18 . 6 21 . 5 20 . 7 20 . 9 21 . 5 20 . 6 15 . 1 10 . 8 13 . 4 13 . 8 11 . 7 21 . 5 20 . 4 20 . 7 21 . 2 12 . 4 14 . 3 13 . 3 17 . 1 21 . 3 20 . 9 14 . 8 15 . 9 19.4 16.3 15.9 14.5 16. 3 16. 3 16.6 16.1 16. 8 16. 8 16.7 17. 0 17.4 17.1 15.9 17.4 17. 5 17.2 10 10 10 10 5 10 15 10 15 15 15 15 15 15 15 15 15 15 1 5 1 0 1 0 1 0 1 5 2 0 1 5 2 0 2 0 1 5 15 15 1 5 15 20 20 T 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 ) DCV DCV JB CS 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK FFE = 19.50 EMERGENCY OVERFLOW SPILLWAY PROVIDE RODENT CONTROL DEVICE AT ROOF DRAIN OUTFALL 55' PUBLIC DRAINAGE EASEMENT STONE SWALE FOR OUTFALL CONVEYANCE TO WETLANDS INV. 14.78 INV. 14.44 52' L F - 18'' R C P C L A S S I I I @ 0 . 3 0 % 56' LF - 18'' RCP CLASS III @ 0.30% 94' LF - 18'' RCP CLASS III @ 0.29% 49' LF - 18'' RCP CLASS III @ 0.28% 23' LF - 18'' RCP CLASS III @ 0.22% 74' LF - 18'' RCP CLASS III @ 0.50% 62' LF - 24'' RCP CLASS III @ 0.30% 18' LF - 24'' RCP CLASS III @ 0.30% 130' LF - 18'' RCP CLASS III @ 0.26% 45' LF - 18'' RCP CLASS III @ 0.30% 42' LF - 18'' RCP CLASS III @ 0.30% CI 1 RIM EL. = 17.99' INV. OUT = 13.27' CI 11 RIM EL. = 16.62' INV. IN = 12.00' INV. OUT = 11.90' CI 9 RIM EL. = 16.45' INV. IN = 12.67' INV. IN = 12.21' INV. OUT = 12.19' CI 8 RIM EL. = 16.37' INV. IN = 12.39' INV. OUT = 12.38' CI 4 RIM EL. = 16.77' INV. IN = 12.86' INV. OUT = 12.86' CI 3 RIM EL. = 17.44' INV. IN = 13.01' INV. OUT = 13.01' CI 5 RIM EL. = 17.23' INV. IN = 12.81' INV. OUT = 12.81' END 2 INV. IN = 11.85' CI 2 RIM EL. = 17.97' INV. IN = 13.14' INV. OUT = 13.14' INV. 11.90 35.0' 35 . 0 ' 35.0' 25 . 0 ' 55. 0 ' H.P. H.P. H.P. H.P. EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' FOREBAY PROJECT AREA: 2.81 AC 17.9' 10 . 9 ' 9. 2 ' 6.0' 5.8' 9. 5 ' 9. 5 ' 6.0'3. 7 5 ' 3. 6 5 ' JB 6 RIM EL. = 17.71' INV. IN = 12.67' INV. OUT = 12.67' CI 10 RIM EL. = 18.20' INV. OUT = 13.04'4.5' 9. 0 '5.1' 15. 0 '22. 0 ' 13. 8 ' 3. 6 5 ' 3. 7 5 ' 6.0' CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING WILL BE SCHEDULED WITH COUNTY. OUTLET PROTECTION FOR EX. 60'' PIPE OUTLET PROTECTION FOR POND OUTFALL JB JB 22' LF - 15'' RCP CLASS III @ 1.13% 40' LF - 15'' RCP CLASS III @ 0.32% 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. H.P. LEGEND 1.PROPOSED CONTOUR 2.EXISTING CONTOUR 3.FLOW ARROW 4.PROPOSED SPOT GRADE 5.EXISTING SPOT GRADE POND INFORMATION TOP OF BANK 16.00' BOTTOM 8.00' 2 YEAR STORM 11.19' 10 YEAR STORM 12.33' 25 YEAR STORM 12.76' 100 YEAR STORM 13.57' 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' JB CS 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK FFE = 19.50 CI 1 RIM EL. = 17.99' INV. OUT = 13.27' CI 11 RIM EL. = 16.62' INV. IN = 12.00' INV. OUT = 11.90' CI 9 RIM EL. = 16.45' INV. IN = 12.67' INV. IN = 12.21' INV. OUT = 12.19' CI 8 RIM EL. = 16.37' INV. IN = 12.39' INV. OUT = 12.38' CI 4 RIM EL. = 16.77' INV. IN = 12.86' INV. OUT = 12.86' CI 3 RIM EL. = 17.44' INV. IN = 13.01' INV. OUT = 13.01' CI 5 RIM EL. = 17.23' INV. IN = 12.81' INV. OUT = 12.81' END 2 INV. IN = 11.85' CI 2 RIM EL. = 17.97' INV. IN = 13.14' INV. OUT = 13.14' EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' CI 1 AREA 0.37 AC CI 2 AREA 0.01 AC CI 3 AREA 0.02 AC CI 4 AREA 0.10 AC CI 5 AREA 0.11 AC CI 8 AREA 0.16 AC CI 9 AREA 0.07 AC CI 11 AREA 0.10 AC CI 10 AREA 0.29 AC OFFSITE IMPERVIOUS AREA 0.61 AC JB 6 RIM EL. = 17.71' INV. IN = 12.67' INV. OUT = 12.67' CI 10 RIM EL. = 18.20' INV. OUT = 13.04' OFFSITE 1 AREA 0.10 AC 0.4 CFS OFFSITE 2 AREA 3.1 AC 18.72 CFS OFFSITE 3 AREA 1.03 AC 3.3 CFS CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING WILL BE SCHEDULED WITH COUNTY. JB JB 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 ( 1 O F 2 ) 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.FLOW ARROW 4.PROPOSED SPOT GRADE 5.EXISTING SPOT GRADE GARDE N P L A C E D R . (70' P U B L I C R / W ) 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXIST I N G 6 0 " RCP IN=4. 7 9 ' JB CS 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK FFE = 19.50 CI 1 RIM EL. = 17.99' INV. OUT = 13.27' CI 11 RIM EL. = 16.62' INV. IN = 12.00' INV. OUT = 11.90' CI 9 RIM EL. = 16.45' INV. IN = 12.67' INV. IN = 12.21' INV. OUT = 12.19' CI 8 RIM EL. = 16.37' INV. IN = 12.39' INV. OUT = 12.38' CI 4 RIM EL. = 16.77' INV. IN = 12.86' INV. OUT = 12.86' CI 3 RIM EL. = 17.44' INV. IN = 13.01' INV. OUT = 13.01' CI 5 RIM EL. = 17.23' INV. IN = 12.81' INV. OUT = 12.81' END 2 INV. IN = 11.85' CI 2 RIM EL. = 17.97' INV. IN = 13.14' INV. OUT = 13.14' EXISTING 60" RCP TOP=14.24' IN=6.27' EXIST I N G 6 0 " RCP IN=4. 7 9 ' CI 1 AREA 0.37 AC CI 2 AREA 0.01 AC CI 3 AREA 0.02 AC CI 4 AREA 0.10 AC CI 5 AREA 0.11 AC CI 8 AREA 0.16 AC CI 9 AREA 0.07 AC CI 11 AREA 0.10 AC CI 10 AREA 0.29 AC OFFSITE IMPERVIOUS AREA 0.61 AC JB 6 RIM EL. = 17.71' INV. IN = 12.67' INV. OUT = 12.67' CI 10 RIM EL. = 18.20' INV. OUT = 13.04' OFFSITE 1 AREA 0.10 AC 0.4 CFS OFFSITE 2 AREA 3.1 AC 18.72 CFS OFFSITE 3 AREA 1.03 AC 3.3 CFS CONTACT NEW HANOVER COUNTY BEFORE CONSTRUCTION TO OBSERVE EXISTING 60" RCP. TURNOVER MEETING WILL BE SCHEDULED WITH COUNTY. JB JB 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 ( 2 O F 2 ) C5.1B 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.FLOW ARROW 4.PROPOSED SPOT GRADE 5.EXISTING SPOT GRADE @ ℄ @ ℄ IN V . O U T = 1 3 . 2 7 RI M E L . = 1 7 . 9 9 CI 1 IN V . O U T = 1 3 . 0 1 IN V . I N = 1 3 . 0 1 RI M E L . = 1 7 . 4 4 CI 3 52 LF 18'' RCP CLASS III @ 0.30% 49 LF 18'' RCP CLASS III @ 0.28% IN V . O U T = 1 2 . 6 7 IN V . I N = 1 2 . 6 7 RI M E L . = 1 7 . 7 1 JB 6 94 LF 18'' RCP CLASS III @ 0.29% 56 LF 18'' RCP CLASS III @ 0.30% 42 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 1 4 IN V . I N = 1 3 . 1 4 RI M E L . = 1 7 . 9 7 CI 2 23 LF 18'' RCP CLASS III @ 0.22% 45 LF 18'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 2 7 RI M E L . = 1 7 . 9 9 CI 1 IN V . O U T = 1 2 . 8 6 IN V . I N = 1 2 . 8 6 RI M E L . = 1 6 . 7 7 CI 4 IN V . O U T = 1 2 . 8 6 IN V . I N = 1 2 . 8 6 RI M E L . = 1 6 . 7 7 CI 4 IN V . O U T = 1 2 . 3 8 IN V . I N = 1 2 . 3 9 RI M E L . = 1 6 . 3 7 CI 8 IN V . O U T = 1 2 . 8 1 IN V . I N = 1 2 . 8 1 RI M E L . = 1 7 . 2 3 CI 5 @ ℄ @ ℄ IN V . O U T = 1 2 . 1 9 IN V . I N = 1 2 . 6 7 IN V . I N = 1 2 . 2 1 RI M E L . = 1 6 . 4 5 CI 9 @ ℄ @ ℄ IN V . O U T = 1 1 . 9 0 IN V . I N = 1 2 . 0 0 RI M E L . = 1 6 . 6 2 CI 1 1 18 LF 24'' RCP CLASS III @ 0.30% IN V . O U T = 1 3 . 0 4 RI M E L . = 1 8 . 2 0 CI 1 0 74 LF 18'' RCP CLASS III @ 0.50% 62 LF 24'' RCP CLASS III @ 0.30% IN V . O U T = 1 1 . 9 0 IN V . I N = 1 2 . 0 0 RI M E L . = 1 6 . 6 2 CI 1 1 @ ℄ @ ℄ IN V . O U T = 6 . 2 7 RI M E L . = 1 4 . 2 9 EX . D I 264 LF EXISTING 60" RCP @ 0.56% @ ℄ @ ℄ IN V . O U T = 8 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 @ ℄ @ ℄ 130 LF 18'' RCP CLASS III @ 0.26% IN V . O U T = 8 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 IN V . O U T = 8 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 40 LF 15'' RCP CLASS III @ 0.32% IN V . O U T = 8 . 0 0 RI M E L . = 1 5 . 7 5 CS 1 IN V . O U T = 8 . 0 0 RI M E L . = 1 5 . 7 5 CS 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 C5.2 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 ) C5.3 3:1 MAX RIPRAP 3:1 3 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 2 STORM SEWER BEDDING DETAIL S C A L E :N.T.S. 1 SOIL BACKFILL CLASSIFICATION S C A L E :N.T.S. TRASH RACK FOR LOWER FLOW FLOW S C A L E : 4 N.T.S. STORMWATER POND SECTION ANCHOR BOLT 3/8" X 4" STAINLESS PRECAST BOX SUMP ELEV. 7.00'4' 6" 2" X 3" X 1/4"GALVANIZED ANGLE 2" X 2" X 1/4" FLAT STOCK STONE BEDDING FRONT VIEW SIDE VIEW SUMP ELEV. 7.00' STONE BEDDING BACK VIEW 15" RCP III ORIFICE ELEV. 8.00'IE 8.00' WEIR #1 ELEV. 10.50' 5" WIDE NOTCH WEIR 1" LOW FLOW ORIFICE WEIR ELEV. 15.75' 4' 6" 4' 6" 15" RCP III ORIFICE ELEV. 8.00' FRAME ELEV. WEIR #1 ELEV. 10.50' 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 : 5 N.T.S. OUTFALL CONTROL STRUCTURE DETAIL WEIR #2 ELEV. 14.00'WEIR #2 ELEV. 14.00' 15" 5" 12 " 18 " 15" 5" 12 " 18 " FLOW CONTROL OUTLETS 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 ) C5.4 7 CURB INLET TYPE 16 S C A L E :N.T.S. 6 CURB INLET TYPE 16 S C A L E :N.T.S. 8 CURB INLET TYPE 16 S C A L E :N.T.S. 11 CURB INLET TYPE 16 S C A L E :N.T.S. 10 CURB INLET TYPE 16 S C A L E :N.T.S. PLAN CLARITY NOT SHOWN FOR SUB GRADE DRAIN 3" (TYP) 6"12" SUMP* #57 AGGREGATE FREE OF FINES (INCLUDED IN THE PRICE OF REINFORCED CONC. BASE FRAME & GRATE #4 BARS 12" O/C EA WAY 6" CONCRETE SLAB W/ SECTION GROUT 4' MIN. FINISHED GRADE 8" MIN. FUNCTIONAL EQUIVALENT NEENAH R-1792-FL OR APPROVED 6" CONCRETE SLAB WITH #4 BARS 8" O.C. EACH WAY, BUT NO LESS THAN 2 EACH SIDE OPENING PRECAST CONCRETE, OR 8" BRICK (DOUBLE COURSE) WITH 1/2" MORTAR ON INSIDE AND OUTSIDE 8" MIN. INLET & PIPE) NOTES: 1.CONTRACTOR MAY USE 4' ROUND PRECAST MANHOLE IF APPROVED BY ENGINEER. SUBMIT SHOP DRAWINGS FOR APPROVAL. 12" #57 AGGREGATE FREE OF FINES (INCLUDED IN THE PRICE OF INLET & PIPE) * REFER TO SUMP NOTE 9 STORM MANHOLE DETAIL S C A L E :N.T.S. T 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 ) DCV DCV JB CS SS CO #8 RIM EL.=17.82' INV. IN = 9.74' INV. OUT = 9.74' 41 L F - 6 " P V C @1.0 0 % S E W E R SS CO #10 RIM EL.=18.60' INV. IN = 8.58' INV. OUT = 8.58' 75 L F - 6 " P V C @1 . 0 0 % S E W E R SS CO #11 RIM EL.=18.67' INV. IN = 8.28' INV. OUT = 8.28' 30 LF - 6" PVC @1.00% SEWER SS CO #12 RIM EL.=16.28' INV. IN = 7.53' INV. OUT = 7.53' 75 L F - 6 " P V C @ 1 . 0 0 % S E W E R 5 1 L F - 6 " P V C @ 1 . 0 1 % S E W E R SS CO #6 RIM EL.=18.75' INV. IN = 6.35' INV. IN = 15.15' INV. IN = 15.09' INV. OUT = 6.43' 67 LF - 6" PVC @1.00% SEWER 10 LF - 6" PVC @1.00% SEWER 5 LF - 6" PVC @1.00% SEWER SS CO #1 RIM EL.=19.31' INV. IN = 15.70' 48 LF - 6" PVC @1.00% SEWER 5 LF - 6" PVC @1.00% SEWER SS CO #5 RIM EL.=18.97' INV. OUT = 15.20' INV. OUT = 15.20'11 LF - 6" PVC @1.00% SEWER SS CO #4 RIM EL.=19.17' INV. IN = 15.66' 46 LF - 6 " P V C @1.0 0 % S E W E R 9 LF - 6" PVC @1.00% SEWER JB JB BUILDING CONNECTION INV. OUT = 12.95' BUILDING CONNECTION BUILDING CONNECTION 7 LF - 6" PVC @1.00% SEWER SS Sewer MH - 44 RIM EL.=17.84' INV. IN = 9.86' INV. OUT = 9.86' SS CO #9 RIM EL.=18.51' INV. IN = 9.33' INV. OUT = 9.33' SS CO #7 RIM EL.=17.07' INV. IN = 10.15' INV. OUT = 10.15' 29 LF - 6" PVC @1.00% SEWER 12 LF - 6" PVC @1.00% SEWER 32 LF - 6" PVC @1.00% SEWER NEW SAND/OIL SEPARATOR (SEE DETAIL ON SHEET C6.2) NEW RECLAIM TANK RECOVERY SYSTEM (SEE DETAIL ON SHEET C6.2) SS CO #13 RIM EL.=17.16' INV. IN = 7.01' INV. OUT = 7.01' SS CO #2 RIM EL.=19.14' INV. OUT = 15.21' 7 LF - 6" PVC @1.00% SEWER NEW GREASE TRAP (DETAIL ON SHEET C6.2) STANDARD CFPUA 6" STEEL CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5. STANDARD CFPUA NEW GRINDER PUMP UNDER THE ROAD PER DETAIL C-1 ON SHEET C6.2. 12" C-900 PVC WATERLINE STANDARD CFPUA 6" FIRE HYDRANT ASSEMBLY AND VALVE PER DETAIL W-9 ON SHEET C6.4 1" IRRIGATION METER, VALVE BOX AND DOUBLE CHECK VALVE 2" WATER METER,VALVE BOX AND DOUBLE CHECK VALVE PROPOSED 2" WATERLINE TO CARWASH 2" X 2" TEE 2" 45° BEND PROPOSED 2" POWER CONDUITS TO TRANSFORMER PROPOSED 2" CONDUITS TO R.O.W. FOR POWER PROPOSED 2" POWER CONDUITS FOR CARWASH PROPOSED 2" CONDUITS TO R.O.W. FOR TELECON PROPOSED 2" CONDUIT TO MONUMENT SIGN 12" X 2" TAPPING SLEEVE AND VALVE 12" 22.5° BEND 12" 22.5° BEND 12" GATE VALVE 12" PLUG 2" WATER SERVICE 1" WATER SERVICE 12" X 1" TAPPING SLEEVE AND VALVE DEFLECTION STANDARD CFPUA 2" BLOW OFF ASSEMBLY PER DETAIL W-7 ON SHEET C6.4 STANDARD CFPUA SAMPLING STATION PER DETAIL W-8 ON SHEET C6.4 STANDARD CFPUA 6" STEEL CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5 BLDG. TIE-IN 2" 45° BEND 2" 45° BEND STANDARD CFPUA WATERLINE CROSSES UNDER STORM DRAIN PER DETAIL WS-10 ON SHEET C6.5 BLDG. TIE-IN STANDARD CFPUA 6" FIRE HYDRANT ASSEMBLY AND VALVE PER DETAIL W-9 ON SHEET C6.4 2" GATE VALVE 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: · · MATCH L I N E SHEET C 6 . 1 T T T T U XX X X Sta n d a r d : 1 Are a : 4 9 1 8 . 4 2 0.1 1 3 A C R E S 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) S 30 . 0 ' 30 . 0 ' EX. SSMH RIM EL.=16.19' STAN D A R D C F P U A 6" ST E E L C A S I N G P I P E UNDE R T H E R O A D PER D E T A I L WS-8 O N S H E E T C 6 . 5 . STANDAR D C F P U A 6" STEEL C A S I N G P I P E UNDER T H E R O A D PER DET A I LWS-8 ON S H E E T C 6 . 5 . 12" 45° BEND 12" 22.5° BEND 12" 45° BEND TIE-IN TO EXISTING 12" PLUG 12" 45° BEND 12" 45° BEND 12" 45° BEND 2" W A T E R 12" C-900 PVC WATERLINE 12" C-900 PVC WATERLINE 12" C-900 PVC WATERLINE STANDARD CFPUA 6" FIRE HYDRANT ASSEMBLY AND VALVE PER DETAIL W-9 ON SHEET C6.4 STANDARD CFPUA 6" FIRE HYDRANT ASSEMBLY AND VALVE PER DETAIL W-9 ON SHEET C6.4 STANDARD CFPUA 6" STEEL CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5. STANDARD CFPUA 24" STEEL CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5. STANDARD CFPUA 24" STEEL CASING PIPE UNDER THE ROAD PER DETAIL WS-8 ON SHEET C6.5. 12" 45° BEND 12" GATE VALVE ON EXISTING WATER MAIN 12" GATE VALVE 12" GATE VALE 12" GATE VALE 12" GATE VALE 12" GATE VALE 12" GATE VALE 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: · · MA T C H L I N E S H E E T C 6 . 0 EQUIPMENT ROOM DETAIL PLUMBING STUB UP LOCATIONS 2" SUCTION 1 1/2" UNDERFLOW 1" CIRCULATION 1/2" LOW LEVEL CONDUIT 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'-10" 1'-0" 1'-6" 3'-10" FLOW 6" 5'-0"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 THIS IS THE SUGGESTED IDEAL CONFIGURATION FOR A 30 GPM LOW VOLUME 5 MICRON PUR-WATER SYSTEM. PUR-WATER RECOGNIZES THE FACT THAT SEPTIC TANKS ARE A LOCAL BUSINESS AND NOT ALL AREAS WILL HAVE THESE CONFIGURATIONS. THIS DRAWING IS OFFERED AS A GUIDLINE ONLY. IF YOU HAVE ANY QUESTIONS ABOUT A SIZE OR CONFIGURATION OF TANKS IN YOUR AREA, PLEASE CONTACT PUR-WATER AT 800-882-8854 2 TANK CONFIGURATION FOR 5 MICRON PUR-WATER RECOVERY SYSTEMS TYPICAL LOCATION IN BOUND ON SITE FROM CAR WASH BUILDING IN ADJACENT PARKING OR LANDSCAPE ISLAND NOTES 1.POSITION TANKS SO THAT PLUMBING IS BELOW FROST LINES IN AREAS WHERE FREEZING MAY OCCUR. 2.PLUMBING LINES MUST BE RUN BELOW FROST LINE, LINES MAY BE RUN INTO THE SIDE OF THE TANK IF MANWAY IS TOO CLOSE TO FROST LINE. 3.DRAWINGS ARE FOR REFERENCE ONLY. CONSULT WITH TANK MANUFACTURER TO IDENTIFY STANDARD CONFIGURATIONS FOR APPROVED APPLICATIONS. 4.SEAL ALL TANK PENETRATIONS TO PREVENT LEAKAGE INTO SOIL. 5.IT IS RECOMMENDED THAT A BACK FLOW PREVENTER BE INSTALLED IN APPLICATIONS THAT ARE AT RISK OF HAVING SEWAGE BACKING UP INTO THE RECLAIM TANKING SYSTEM. 6.APPROXIMATE TANK VOLUME IS 1500 GALLONS EACH (TWO 750 GALLON COMPARTMENTS), TOTAL STORAGE APPROXIMATELY 3000 GALLONS. 7.AN ADDITIONAL SAND/OIL SEPARATOR TO BE ADDED TO TANKING CONFIGURATION PER CITY/STATE REQUIREMENTS. 8.DO NOT ALLOW ANY TIRE SHINE TO ENTER INTO THE RECLAIM TANKING SYSTEM. 9.CONSULT WITH CHEMICAL SUPPLIER TO ENSURE CAR WASH CHEMISTRY IS RECLAIM COMPATIBLE (BIO-DEGRADABLE). NOT TO SCALE RECLAIM TANK RECOVERY SYSTEM (CAR WASH) SAND/OIL SEPARATOR TO BE SUPPLIED AND SIZED IN ACCORDANCE WITH LOCAL BUILDING CODES. (See Note 7) *ONLY IF REQUIRED 6" FLAPPER CHECKS TO PREVENT BACK FLOW INTO RECLAIM TANKS. 1 2 345 6 2 1 6" TRENCH DRAIN FROM WASH BAY 6" DISCHARGE TO SEWER. WATERTIGHT JUNCTION BOX FOR LOW LEVEL FLOAT. (LOCATED ABOVE WATER LINE) 2" UNIONS LOCATED ABOVE WATER LINE. 6" SCH 80 PVC CROSS OVER PIPES. INLET SIDE TO BE PROVIDED WITH A DOWNWARD FACING ELBOW AND DROP PIPE TO A LEVEL EQUAL TO 60% OF WATER DEPTH. OUTLET TO BE PROVIDED WITH A HORIZONTAL TEE TO PROVIDE CIRCULATION IN THE TANK. 1 2 3 4 5 6 7 8 72 . 0 0 63.0 63.0 144.00 FLOW DIRECTION 60% WATER DEPTH 8" RECLAIM UNDERFLOW 1 12" PVC SCH. 80. W/ DISTRIBUTION TEE - LOCATE JUST ABOVE WATER LINE. (USE SANITARY 90'S WHENEVER POSSIBLE) RECLAIM CIRCULATION/SPARGER RETURN. 1" SCH. 80 PVC TO 1" RUBBER HOSE DISCHARGE FROM SPARGER 6"-12" ABOVE WATER LINE 2" SCH. 80 PVC SUCTION LINES FOR RECLAIM WATER PUMPING STATION. QTY (2) INCLUDING ONE SPARE LINE. SUCTION LINES TO BE EQUIPPED W/ FOOT VALVES. PRESSURE TEST THE LINE FOR 24 HOURS AT 30 PSI BEFORE POURING CONCRETE. PROTECT LINES FROM FREEZING. 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 @ ℄ @ ℄ 1. 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 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 GA R D E N P L A C E D R . PR I N C E G E O R G E A V E . CA S T L E H A Y N E R D . EXISTING GRADE FUTURE GRADE PROFILE LEGEND 1. 5 ' 3. 3 ' 4. 1 ' 3. 7 ' 1. 9 ' AT LEAST 3' COVER FOR WATER MAIN 3. 7 ' 3. 9 ' 3. 6 ' @ ℄ @ ℄ 29 LF - 6" PVC SAN SEWER @ 1.00% 41 LF - 6" PVC SAN SEWER @ 1.00% 75 LF - 6" PVC SAN S E W E R @ 1 . 0 0 % 30 LF - 6" PVC SAN SEWER @ 1.00% 75 LF - 6" PVC SAN S E W E R @ 1 . 0 0 % 51 LF - 6" PVC SAN SE W E R @ 1 . 0 1 % 67 LF - 6" PVC SAN SEWER @ 1.00% SS ( C O # 7 ) RI M E L . = 1 7 . 0 7 IN V . I N = 1 0 . 1 5 IN V . O U T = 1 0 . 1 5 SS ( C O # 8 ) RI M E L . = 1 7 . 8 2 IN V . I N = 9 . 7 4 IN V . O U T = 9 . 7 4 SS ( C O # 9 ) RI M E L . = 1 8 . 5 1 IN V . I N = 9 . 3 3 IN V . O U T = 9 . 3 3 SS ( C O # 1 0 ) RI M E L . = 1 8 . 6 0 IN V . I N = 8 . 5 8 IN V . O U T = 8 . 5 8 SS ( C O # 1 1 ) RI M E L . = 1 8 . 6 7 IN V . I N = 8 . 2 8 IN V . O U T = 8 . 2 8 SS ( C O # 1 2 ) RI M E L . = 1 6 . 2 8 IN V . I N = 7 . 5 3 IN V . O U T = 7 . 5 3 SS ( C O # 1 3 ) RI M E L . = 1 7 . 1 6 IN V . I N = 7 . 0 1 IN V . O U T = 7 . 0 1 SS ( C O # 6 ) RI M E L . = 1 8 . 7 5 IN V . I N = 6 . 3 5 IN V . I N = 1 5 . 1 5 IN V . I N = 1 5 . 0 9 IN V . O U T = 6 . 4 3 10 LF - 6" PVC SAN SEWER @ 1.00% GR I N D E R P U M P RI M E L . = 1 8 . 5 0 IN V . O U T = 1 1 . 6 5 BOTTOM INVERT ELEV. = 1.50' 32 LF - 6" PVC SAN SEWER @ 1.00% @ ℄ @ ℄ @ ℄ @ ℄ 5 LF - 6" PVC SAN SEWER @ -1.00% SS ( C O # 1 ) RI M E L . = 1 9 . 3 1 IN V . I N = 1 5 . 7 0 48 LF - 6" PVC SAN SEWER @ -1.00% 5 LF - 6" PVC SAN SEWER @ 1.00% SS ( C O # 6 ) RI M E L . = 1 8 . 7 5 IN V . I N = 6 . 3 5 IN V . I N = 1 5 . 1 5 IN V . I N = 1 5 . 0 9 IN V . O U T = 6 . 4 3 9 LF - 6" PVC SAN SEWER @ -1.00% SS ( C O # 4 ) RI M E L . = 1 9 . 1 7 IN V . I N = 1 5 . 6 6 46 LF - 6" PVC SAN SEWER @ -1.00% SS ( C O # 5 ) RI M E L . = 1 8 . 9 7 IN V . O U T = 1 5 . 2 0 IN V . O U T = 1 5 . 2 0 11 LF - 6" PVC SAN SEWER @ 1.00% SS ( C O # 6 ) RI M E L . = 1 8 . 7 5 IN V . I N = 6 . 3 5 IN V . I N = 1 5 . 1 5 IN V . I N = 1 5 . 0 9 IN V . O U T = 6 . 4 3 SS ( C O # 6 ) RI M E L . = 1 8 . 7 5 IN V . I N = 6 . 3 5 IN V . I N = 1 5 . 1 5 IN V . I N = 1 5 . 0 9 IN V . O U T = 6 . 4 3 SS ( C O # 2 ) RI M E L . = 1 9 . 1 4 IN V . O U T = 1 5 . 2 1 7 LF - 6" PVC SAN SEWER @ 1.00% 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 @ ℄ @ ℄ IN V . O U T = 1 1 . 6 5 RI M E L . = 1 8 . 5 0 GR I N D E R P U M P BOTTOM INVERT ELEV. = 1.50' 1. 5 ' EX . S S M H RI M E L . = 1 6 . 1 9 1. 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 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. 2 ' 3. 4 ' 3. 8 ' 3. 2 ' 3. 0 ' 4. 5 ' AT LEAST 3' COVER FOR FORCE MAIN U.S. HYY 117 (COLLEGE RD.) (100' PUBLIC R/W) 100'50.0'100' 12 ' 12 ' 12 ' 50'100.0' 14.0'12.0' U.S. HWY 117 (COLLEGE RD) (100' PUBLIC R/W) 12.0' 100.0' 12 . 0 ' 12 . 0 ' 12 . 0 ' 12 . 0 ' 50 ' 12 8 ' 15' 15 ' CASTLE HAYNE RD. (NC-133) (60' PUBLIC R/W) 12' 12' 10 0 ' 75 ' 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 N A G E A N D S T R I P I N G P L A N C7.0 NOTE: 1.ALL PAVEMENT MARKINGS LOCATED WITHIN RIGHT OF WAY SHALL BE THERMOPLASTIC. SITE SUMMARY TABLE 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 U.S. HYY 117 (COLLEGE RD.) (100' PUBLIC R/W) 70' 70' 10 ' 10 ' 7 0 ' 70 ' CASTLE HAYNE RD. (NC-133) (60' PUBLIC R/W) 10' 10' 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 - P A V E M E N T P L A N C7.1 PAVING LEGEND: AREA OF NEW ASPHALT. HEAVY DUTY ASPHALT TO BE USED PER NCDOT STANDARDS AREA TO BE MILLED AND RESURFACED. S C A L E : 15 N.T.S. HEAVY DUTY FLEXIBLE PAVEMENT 2" 8" 2" HOT MIX ASPHALT INTERMEDIATE COURSE REFER TO GEOTECHNICAL REPORT OR CONFIRM WITH CIRCLE K CONSTRUCTION REP AT TIME OF BIDDING GRADED AGGREGATE BASE HOT MIX ASPHALT SURFACE COURSE NOTE: 1.5" SURFACE COURSE (S9.5 C) 3.0" INTERMEDIATE COURSE (I19.0C) 5.5" BASE COURSE (B25.0C) COMPACTED SUBGRADE (100% ASTM D698 TO 12.0" DEPTH) U.S. HYY 117 (COLLEGE RD.) (100' PUBLIC R/W) 22' LF - 15'' RCP CLASS III @ 1.13% CI 12 RIM EL. = 15.50' INV. OUT = 13.25' CASTLE HAYNE RD. (NC-133) (60' PUBLIC R/W) 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 C7.2 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. @ ℄ @ ℄ E X . E O P 1 7 . 6 R O W 4 8 . 2 E X . E O P 1 0 . 6 F O C 1 9 . 4 BOC 20.0 DB L . Y E L L O W L I N E S 1 4 . 6 RO W 5 5 . 6 E X . E O P - 1 8 . 1 LO D - 2 6 . 1 DB L . Y E L L O W L I N E S 2 . 5 D B L . Y E L L O W L I N E S - 1 . 7 E X . E O P - 1 7 . 3 LOD -18.5 12.0' 4.3' 16.3' TRAVEL LANE TRAVEL LANE PAINTED MEDIAN 4.9' RIGHT TURN 17.6'17.3' TRAVEL LANE TRAVEL LANE LOD -29.2 BOC -21.0 F O C - 2 0 . 5 S O L I D W H I T E L I N E - 1 7 . 5 E X . E O P - 1 3 . 9 E X . E O P 1 1 . 2 FO C 2 7 . 1 BOC 27.6 R O W 6 0 . 8 D B L . Y E L L O W L I N E S 5 . 1 D B L . Y E L L O W L I N E S - 5 . 4 W H I T E M I N I S K I P L I N E S 1 7 . 1 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 LOD -30.0 PROP. EOP -21.0 E X . E O P - 1 6 . 7 DB L . Y E L L O W L I N E S 6 . 0 D B L . Y E L L O W L I N E S - 6 . 0 EX . E O P 1 6 . 4 W H I T E M I N I S K I P L I N E S 1 8 . 0 P R O P . E O P 3 0 . 0 R O W 6 1 . 4 12.0'12.0'12.0'12.0' SOLID WHITE LINE -18.0 RIGHT TURN TRAVEL LANE PAINTED MEDIAN TRAVEL LANE 3.0' PR O P . E O P 3 3 . 0 LO D - 3 0 . 3 PR O P . E O P - 2 1 . 0 SO L I D W H I T E L I N E - 1 8 . 0 E X . E O P - 1 2 . 6 D B L . Y E L L O W L I N E S 6 . 0 DB L . Y E L L O W L I N E S - 6 . 0 W H I T E M I N I S K I P L I N E S 1 8 . 0 EX . E O P 1 9 . 6 S O L I D W H I T E L I N E 3 0 . 0 P R O P . E O P 3 3 . 0 RO W 6 2 . 5 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 L O D - 2 9 . 4 P R O P . E O P - 2 1 . 0 S O L I D W H I T E L I N E - 1 8 . 0 E X . E O P - 1 2 . 6 D B L . Y E L L O W L I N E S 6 . 0 DB L . Y E L L O W L I N E S - 6 . 0 W H I T E S K I P L I N E S 1 8 . 0 E X . E O P 2 0 . 8 P R O P . E O P 3 3 . 0 R O W 5 8 . 0 3.0' 12.0'12.0'12.0'12.0' 3.0' SO L I D W H I T E L I N E 3 0 . 0 RIGHT TURN TRAVEL LANE PAINTED MEDIAN TRAVEL LANE PAVED SHOULDER PAVED SHOULDER L O D - 2 8 . 7 P R O P . E O P - 2 1 . 0 S O L I D W H I T E L I N E - 1 8 . 0 EX . E O P - 1 1 . 9 W H I T E S K I P L I N E S 1 7 . 9 EX . E O P 2 0 . 7 PR O P . E O P 4 9 . 7 R O W 5 8 . 6 31.7' 3.0' 12.0'12.0' TRAVEL LANE TRAVEL LANE PROPOSED DRIVEWAY PAVED SHOULDER L O D - 2 9 . 4 PR O P . E O P - 2 1 . 0 SO L I D W H I T E L I N E - 1 8 . 0 E X . E O P - 1 1 . 7 S O L I D W H I T E L I N E - 6 . 0 DB L . Y E L L O W L I N E S 6 . 0 EX . E O P 2 1 . 0 P R O P . E O P 2 8 . 3 R O W 5 8 . 8 3.0' 12.0'12.0'12.0' LEFT TURN TRAVEL LANE PAVED SHOULDER 10.3' TRAVEL LANE PROPOSED DRIVEWAY LO D - 2 8 . 8 P R O P . E O P - 2 1 . 0 S O L I D W H I T E L I N E - 1 8 . 0 E X . E O P - 1 1 . 8 SO L I D W H I T E L I N E - 6 . 0 D B L . Y E L L O W L I N E S 6 . 0 S O L I D W H I T E L I N E 1 8 . 4 E X . E O P 2 1 . 4 RO W 5 8 . 7 3.0' 12.0'12.0'12.4' 3.0'LEFT TURN TRAVEL LANE PAVED SHOULDER TRAVEL LANE PAVED SHOULDER L O D - 2 6 . 9 P R O P . E O P - 2 1 . 0 SO L I D W H I T E L I N E - 1 8 . 0 E X . E O P - 1 1 . 8 W H I T E M I N I S K I P L I N E S - 6 . 0 D B L . Y E L L O W L I N E S 6 . 0 SO L I D W H I T E L I N E 1 7 . 7 E X . E O P 2 0 . 7 R O W 5 8 . 1 3.0' 12.0'12.0'11.7' 3.0'LEFT TURN TRAVEL LANE PAVED SHOULDER PAVED SHOULDER TRAVEL LANE L O D - 2 3 . 8 PR O P . E O P - 2 1 . 0 S O L I D W H I T E L I N E - 1 8 . 0 EX . E O P - 1 2 . 9 W H I T E M I N I S K I P L I N E S - 6 . 0 D B L . Y E L L O W L I N E S 1 . 6 D B L . Y E L L O W L I N E S 4 . 6 S O L I D W H I T E L I N E 1 6 . 1 E X . E O P 1 9 . 1 R O W 5 7 . 3 3.0' 12.0'7.6' 3.0' 11.5' 3.0'TRAVEL LANE PAVED SHOULDER PAVED SHOULDER TRAVEL LANE PAINTED MEDIAN LEFT TURN LOD 21.8 LOD -23.5 PROP. EOP -19.2 SOLID WHITE LINE -16.2 EX . E O P - 1 4 . 9 D B L . Y E L L O W L I N E S - 4 . 1 D B L . Y E L L O W L I N E S 1 . 4 SO L I D W H I T E L I N E 1 4 . 5 E X . E O P 2 0 . 9 RO W 5 5 . 9 3.0' 12.1' 5.6' 13.1' 6.4' TRAVEL LANE PAVED SHOULDER EXISTING DRIVEWAY PAINTED MEDIAN TRAVEL LANE LO D 2 1 . 2 L O D - 2 4 . 2 EX . E O P - 1 6 . 3 S O L I D W H I T E L I N E 1 3 . 2 E X . E O P 1 6 . 2 R O W 5 4 . 6 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 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 C7.3 T 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' DCV DCV JB CS 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