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20221026 - 100403-01-001 - Royal Farms #482 - Wilmington NC (Signed)
CO V E R S H E E T C1.0 PROJECT INFORMATION PROJECT ROYAL FARMS - #482 WILMINGTON, NC PROJECT ADDRESS 5235 N. COLLEGE ROAD, CASTLE HAYNE, NC 28429 PROPERTY ID NUMBERS RO1117-004-001-000, RO1117-004-002-000, RO1117-004-002-000, RO1100-010-002-000, RO1100-010-003-000 LOT ACREAGE 9.30 AC PARCEL ZONING B-2 PROPOSED PARCEL USE CONVENIENCE STORE AND GAS STATION FRONT SETBACK N/A' SIDE SETBACK 30' REAR SETBACK 35' BUILDING 5,154 SF BUILDING HEIGHT 1 STORY EXISTING PERVIOUS AREA 8.91 AC PROPOSED PERVIOUS AREA 8.08 AC EXISTING IMPERVIOUS AREA 0.39 AC PROPOSED IMPERVIOUS AREA 1.22 AC TOTAL DISTURBED AREA 3.13 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" : 2000' LAT/LONG: 32°59'8" N / 80°6'36" W NO.DESCRIPTION DATE SUBMITTAL HISTORY OWNER 880 ISLAND PARK DRIVE, SUITE 400 CHARLESTON, SC 29492 (843) 501-0335 CONTACT: RICHARD J WATERS, PE SITE TWO FARMS INC 3611 ROLAND AVE BALTIMORE, MD 21211 (410) 889-0200 CONTACT: JEFF BAINBRIDGE AGENCIES AND CONTACTS NEW HANOVER COUNTY STORMWATER 230 GOVERNMENT CENTER DR, SUITE 160 WILMINGTON, NC 28403 PHONE:(910) 798-7142 CONTACT: JIM IANNUCCI, PE, CFM - JIANNUCCI@NHCGOV.COM NEW HANOVER COUNTY PLANNING AND ZONING 230 GOVERNMENT CENTER DR, SUITE 160 WILMINGTON, NC 28403 PHONE:(910) 798-7465 CONTACT: REBEKAH ROTH, CZO, AICP - KVAFIER@NHCGOV.COM CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERMENT CENTER DRIVE WILMINGTON, NC 28403 PHONE:(910) 332-6560 CONTACT: CAREL VANDERMEYDEN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 5310 BARBADOS BLVD, UNIT 101 CASTLE HAYNE, NC 28429 PHONE:(910) 341-2250 CONTACT:KATHY STEPHENS 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: JEFF BAINBRIDGE 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 SURVEYOR BOWMAN CONSULTING GROUP 880 ISLAND PARK DRIVE, SUITE 400 CHARLESTON, SC 29492 (843) 501-0335 CONTACT: MICHAEL L. RAY, PLS SITE SHEET LIST TABLE Sheet Number Sheet Title C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 SITE SURVEY C3.0 DEMOLTION 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 C3.8 EROSION AND SEDIEMNT CONTROL DETAILS C3.9 CONSTRUCTION GENERAL PERMIT (NCGO1) NOTES C4.0 SITE PLAN C4.1 PAVEMENT STRIPING AND SIGNAGE PLAN C4.2 TRUCK ROUTE PLAN C4.3 SITE DETAILS (1 OF 2) C4.4 SITE DETAILS (2 OF 2) C4.5 SITE DETAILS (3 OF 3) C5.0 GRADING PLAN C5.1 DRAINAGE PLAN 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 3) C6.3 UTILITY DETAILS (2 OF 3) C6.4 UTILITY DETAILS (3 OF3) C7.0 ROADWAY - SIGNAGE AND STRIPING PLAN C7.1 ROADWAY - PAVEMENT PLAN C7.2 ROADWAY - GRADING PLAN C7.3 ROADWAY - SIGHT TRIANGLE (1 OF 2) C7.4 ROADWAY - SIGHT TRIANGLE (2 OF 2) 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 ”” ”” “” 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 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. GENERAL NOTES GENERAL NOTES (CONT.) GENERAL EROSION CONTROL NOTES ADA GENERAL NOTES PROPERTY LINE PER MB 29 PG 141 T T X X X OH P OH P OH P OH P OH P X X OHP OH P OH P X O H P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OHP SINGL E S T O R Y SHEE T M E T A L BUIL D I N G 34'x40. 5 ' SI N G L E S T O R Y BRI C K D U P L E X SI N G L E S T O R Y WO O D F R A M E DU P L E X SI N G L E S T O R Y BR I C K H O U S E PO R C H 141 . 9 0 ' 216 . 8 9 ' TRACT 4 BERMAN H PHILLIP JR., et. al. PARCEL ID: R01117-004-001-000 DB 4986 PG 2601 ADDRESS: 5235 N. COLLEGE ROAD CASTLE HAYNE, NC 28429 AREA: 0.83 AC 20 9 . 6 0 ' 99 . 0 1 ' 12 9 . 4 8 ' TRACT 5 / TRACT 2 HANOVER OIL COMPANY PARCEL ID: R01117-004-003-000 DB 4986 PG 2601 ADDRESS: 5219 N. COLLEGE ROAD CASTLE HAYNE, NC 28429 AREA: 0.43 AC TRACT 2 BERMAN H PHILLIP JR PARCEL ID: R01100-010-002-000 DB 5459 PG 2518 TRACT B - MB 34 PG 119 ADDRESS: 5212 CASTLE HAYNE ROAD CASTLE HAYNE, NC 28429 AREA: 3.44 AC TRACT 1 BERMAN H PHILLIP JR PARCEL ID: R01100-010-003-000 DB 5459 PG 2512 TRACT A - MB 34 PG 119 ADDRESS: 5200 CASTLE HAYNE ROAD CASTLE HAYNE, NC 28429 AREA: 3.05 ACBLUIE WILLIAM B LISA M PARCEL ID: R01100-010-006-000 DB 4166 PG 450 DANIELS ALBERT CARL MARILYN FREEMAN et. al PARCEL ID: R01100-010-009-000 DB 5202 PG 1569 HU T S O N & N I E P E R I N C PA R C E L I D : R 0 1 1 0 0 - 0 1 0 - 0 0 1 - 0 0 1 DB 1 6 4 2 P G 9 0 2 IRS 5/8" IPF 1" IRF 5/8" OLD PR O P E R T Y L I N E PER DB 1 1 3 4 P G 1 0 5 4 U . S . H I G H W A Y 1 1 7 A . K . A . ( N . C . H I G H W A Y 1 3 2 a n d N . C O L L E G E R D . 1 0 0 ' P U B L I C R / W B M 2 9 P G 1 4 1 IPF 2 " 2.4' EA S T O F L I N E SINGLE S T O R Y WOOD F R A M E RESTA U R A N T 39'x47 ' CONCRETE PAD T CA S T L E H A Y N E R O A D A. K . A . - N . C . H I G H W A Y 1 3 3 PU B L I C 6 0 ' R / W BM 2 9 P G 1 4 1 IPF 2" 0.8' WEST OF PL OH P OHP OHP OHP OHP OHP WALL W A L L DITCH/BRAN C H COVE R E D CON C . P A D DITCH (TYP.) STORM PIPE (TYP.) STORM INLET (TYP.) DIRECTIONAL SIGN HIGHWAY SIGN SIGN "YIELD" SIGN "FOR SALE" MKF SIGN "PRIVATE PROPERTY" MKF HIGHWAY SIGN HIGHWAY SIGN HIGHWAY SIGN OLD SIGN SPEED LIMIT SIGN G R A V E L R O A D TELEPHONE PEDESTAL TELEPHONE PEDESTAL PRI V A T E CO N C . D R I V E SPEED LIMIT SIGN HIGHWAY SIGN HIGHWAY SIGN "EMERGENCY SIGNAL AHEAD" MKF IPF 2" POINT OF BEGINNING IPF 2" N: 218,781.36' E: 2,187,781.36' N 2 ° 0 7 ' 2 8 " W 6 5 . 7 3 ' ( T I E ) TR A C T 3 BE R M A N H P H I L L I P J R PA R C E L I D : R 0 1 1 1 7 - 0 0 4 - 0 0 2 - 0 0 0 DB 6 4 8 6 P G 2 9 8 8 AD D R E S S : 5 2 2 9 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 C 2 8 4 2 9 AR E A : 1 . 0 3 A C FE N C E SHED 20'x20' S6 2 ° 1 5 ' 1 6 " E 72. 6 4 ' ( T I E ) N43°18 ' 2 9 " E 52.38' ( T I E ) 13 13 14 EXISTING POWER EASEMENT TIDE WATER POWER COMPANY DB 342 PG 584 15 SEWER EASEMENT PER DB 3456 PG 594 & DB 4986 PG 2601 18 N2 3 ° 2 4 ' 0 0 " E 1 9 6 . 5 6 ' N3 1 ° 2 5 ' 0 1 " E 1 0 3 . 1 7 ' N47°48' 0 1 " E 7 2 . 7 5 ' S75°1 5 ' 5 9 " E 1 0 9 . 4 5 ' S 1 0 ° 0 6 ' 5 9 " E 1 0 6 . 0 5 ' S 1 5 ° 0 0 ' 5 9 " E 1 2 5 . 6 0 ' S6 6 ° 1 3 ' 1 1 " E 2 8 9 . 2 5 ' S67°09 ' 4 9 " W 1 9 5 . 5 0 ' S6 6 ° 3 6 ' 1 6 " E 1 5 6 . 6 7 ' R = 1 4 8 2 . 4 0 ' L = 2 3 3 . 9 9 5 ' T = 1 1 7 . 2 4 ' D = 9 ° 0 2 ' 3 9 " C B = S 3 2 ° 2 3 ' 4 4 " E C = 2 3 3 . 7 5 ' N6 6 ° 1 3 ' 1 3 " W 3 7 2 . 4 0 ' N66 ° 3 2 ' 0 1 " W 2 0 4 . 0 6 ' N77°12' 3 1 " W 1 9 8 . 4 8 ' N66 ° 2 0 ' 4 7 " W 7 3 1 . 8 3 ' S69°32'16"E 16.92' (TIE) N23°12'51"E 20.20' S68°01 ' 5 8 " W 1 3 0 . 8 7 ' S66 ° 1 3 ' 1 1 " E 1 6 0 . 2 3 ' N6 6 ° 1 3 ' 1 1 " W 1 3 8 . 2 6 ' S66°13'11"E 6.75' S45°54'49"W 41.11' S45°54'49"W 17.69' S66°32'06"E 20.77' S66 ° 2 1 ' 1 8 " E 3 5 8 . 7 9 ' ( T O T A L ) S1 0 ° 3 5 ' 3 4 " W 1 7 6 . 9 2 ' S1 0 ° 3 4 ' 3 9 " W 1 0 1 . 3 3 ' 5 TRAC T 5 / T R A C T 1 HANOV E R O I L C O M P A N Y PARCE L I D : R 0 1 1 1 7 - 0 0 4 - 0 0 3 - 0 0 0 DB 498 6 P G 2 6 0 1 ADDRE S S : 5 2 1 9 N . C O L L E G E R O A D CASTL E H A Y N E , N C 2 8 4 2 9 AREA: 0 . 5 2 A C N 4 1 ° 2 1 ' 2 8 " W 4 0 2 . 0 6 ' ( T I E ) NGS MONUMENT "BRANDON" PUBLISHED COORDINATES N: 218,479.58' E: 2,332,295.76' IRF 5/8" IRS IPF 1 1/2" IRF 1/2" IRF 1/2" IPF 2" IPF 2" IRS (TYP.) C 1 0 0 C 1 0 1 N2 3 ° 3 2 ' 2 0 " E 4 3 8 . 0 9 ' ( T O T A L ) IPF 2" 0.8' WEST OF PL HIGHWAY SIGN ZO N E X ( 2 % ) ZONE AE ZONE AE ZON E X ( 2 % ) ZO N E X ( 2 % ) ZONE AE ZONE X (2%) ZONE AE R=1577.75' L=287.141' T=143.97' D=10°25'39" CB=S22°23'23"E C=286.74' (TOTAL) Y: \ 9 0 2 \ 4 8 6 4 9 . 0 0 3 - R o y a l _ F a r m s _ 4 8 2 \ D W G \ 4 8 6 4 9 . 0 0 3 V - X P A L T A . d w g | P l o t t e d o n 12 / 8 / 2 0 2 1 3 : 2 8 P M | b y Ma r t i n W e b b YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Si t e D e v e l o p m e n t 54 1 0 T R I N I T Y R O A D , S u i t e 1 0 2 | R A L E I G H , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 5 9 . 5 6 6 3 w w w . t i m m o n s . c o m NO R T H C A R O L I N A L I C E N S E N U M B E R C - 1 6 5 2 TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E Re s i d e n t i a l In f r a s t r u c t u r e Te c h n o l o g y N C G R I D N A D 8 3 ( 2 0 1 1 ) 0' SCALE 1" = 50' 100'50' TOTAL AREA = 9.300 ACRES ALTA/NSPS LAND TITLE SURVEY PREPARED FOR ROYAL FARMS CASTLE HAYNE ROAD WILMINGTON, NORTH CAROLINA WILMINGTON TOWNSHIP DATE: 12/08/2021 SHEET 1 OF 1 DRAWN BY: MWW FIELD EDIT BY: DM on 12/03/2021 MAP CHECKED BY: GC on 12/08/2021 NEW HANOVER COUNTY SCALE: 1" = 50' J.N.: 18649.003 PM CHECKED BY: CHS REVISIONS: VICINITY MAP - MAP NOT TO SCALE DB - DEED BOOK MKF - FIBER OPTIC MARKER MB - MAP BOOK PG - PAGE PIN - PARCEL IDENTIFICATION NUMBER R/W - RIGHT-OF-WAY SF - SQUARE FEET X OHP DEED LINE LINE NOT SURVEYED FLOOD ZONE LINE FENCE OVERHEAD POWER LINE EDGE OF TREE LINE DITCH EASEMENT LINE RIGHT OF WAY LINE EDGE OF PAVEMENT CURB AND GUTTER STORM PIPE W T IPF - IRON PIPE FOUND IRF - IRON ROD FOUND IRS - 5/8" IRON REBAR SET CP - COMPUTED POINT MON - CONCRETE MONUMENT ELECTRIC BOX TELEPHONE PEDESTAL SIGN ELECTRIC METER POWER POLE LIGHT POLE BOLLARD MAILBOX MONITORING WELL WELL GUY STORM INLET TITLE EXCEPTION NUMBER T SURVEYOR'S CERTIFICATION: TO: FIRST AMERICAN TITLE INSURANCE COMPANY, LAND SERVICES USA, INC. AND ROYAL FARMS, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6a, 7a, 8, 13, 16 & 17 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 9/07/2021. DATE OF PLAT OR MAP: 12/07/2021 _________________________________________ CLEMM H. SHANKLE, Jr., PLS L-4543 DATE SURVEY NOTES: 1.PROPERTY CORNER MONUMENTS AS SHOWN. 2.THIS PROPERTY LIES IN ZONE X, AREA OF MINIMAL FLOOD HAZARD, PER FIRM 3720065700J, PANEL 370239 EFFECTIVE DATE OF MAY 2, 2006. (A-3) 3.AREA COMPUTED BY COORDINATE METHOD. 4.ZONING REPORT/LETTER HAS NOT BEEN PROVIDED OR ZONING SHOWN HEREON OR SEE ZONING TABLE(A-6A) (A-6B) 5.BUILDING DIMENSIONS SHOWN HEREON. 6.SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK ARE SHOWN. 7.NAMES OF ADJOINING OWNERS SHOWN, BASED ON CURRENT PUBLIC RECORD,TAX RECORDS AND/OR DEEDS. 8.THERE WAS NO APPARENT EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS OBSERVED AT THE TIME OF SURVEY FIELDWORK. 9.THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED AT THE TIME OF SURVEY FIELDWORK. 10.HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS DETERMINED BY GPS. 18.NOT ALL IMPROVEMENTS TO THIS PROPERTY HAVE BEEN SHOWN. 19.BOUNDARY INFORMATION IS BASED IN PART, ON DEEDS AND MAPS OF RECORD, AND IN PART, BY AN ACTUAL FIELD SURVEY BY THIS FIRM 20.THERE WAS NO OBSERVED ABOVE GROUND EVIDENCE OF A CEMETERY ON THIS PROPERTY AT TIME OF SURVEY FIELDWORK. TIMMONS GROUP CAN NEITHER CONFIRM NOR DENY THAT BURIAL GROUNDS EXIST ON THIS PROPERTY. 21.THIS PROPERTY HAS DIRECT TO CASTLE HAYNE ROAD (aka N.C. HIGHWAY 133) AND U.S. HIGHWAY 117 (aka N.C. HIGHWAY 132, aka N. COLLEGE ROAD). 22.THIS PROPERTY DESCRIBED HEREON IS, IN PART, THE SAME AS THE PROPERTY DESCRIBED FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER NCFA21-3995, DATED JULY 19, 2021 at 5:00 PM. 23.THERE ARE NO KNOWN BOUNDARY GAPS/GORES OR OVERLAPS ON THIS SURVEY. PRELIMINARY - NOT FOR SALES, RECORDATION OR CONVEYANCES SCHEDULE B II EXCEPTIONS CONT. (AS TRACTS 1 & 2) 14.ALL MATTERS APPEARING ON PLAT RECORDED IN MAP BOOK 29 PAGE 141, AFORESAID RECORDS. (AS TRACT 5) THE LOCATION IS SHOWN HEREON. 15.RIGHT OF WAY DEED FROM C. G. SELLARS AND MYRTLE L. SELLERS TO TIDE WATER POWER COMPANY, A NORTH CAROLINA CORPORATION, DATED JULY 11, 1946, AND RECORDED OCTOBER 10, 1946 IN BOOK 342, PAGE 584, AFORESAID RECORDS. (AS TRACTS 1 & 2) THE LOCATION IS SHOWN HEREON. 16.RIGHT OF WAY AGREEMENT FROM C. G. SELLARS, AND WIFE TO STATE HIGHWAY AND PUBLIC WORKS COMMISSION, DATED DECEMBER 6, 1956, AND RECORDED JANUARY 31, 1957 IN BOOK 596, PAGE 381, AFORESAID RECORDS. (TRACT 2) THE EASEMENT IS BLANKET IN NATURE. 17.EASEMENT FROM HERNDON L. MERRITT, JR. AND WIFE, ETTA MARIE MERRITT TO CAROLINA POWER & LIGHT COMPANY, DATED FEBRUARY 6, 1981, AND RECORDED FEBRUARY 18, 1981 IN BOOK 1181, PAGE 1039, AFORESAID RECORDS. (TRACT 4) THE EASEMENT IS BLANKET IN NATURE. 18.DEED OF EASEMENT FROM JJB-2, LLC (A NORTH CAROLINA LIMITED LIABILITY COMPANY) TO HANOVER OIL COMPANY, A NORTH CAROLINA CORPORATION, DATED FEBRUARY 22, 2006, AND RECORDED MARCH 2, 2006 IN BOOK 4986, PAGE 2601, AFORESAID RECORDS. THE LOCATION IS SHOWN HEREON. 19.TERMS AND CONDITIONS OF LEASE AGREEMENT, AS EVIDENCED BY MEMORANDUM OF LEASE BY AND BETWEEN H. PHILLIP BERMAN, AS LESSOR AND FMO REAL ESTATE, LLC, AS LESSEE, RECORDED JULY 30, 2018 IN BOOK 6159, PAGE 1638, AFORESAID RECORDS. (TRACT 4) NOT A SURVEY MATTER. AS SURVEY DESCRIPTION: LEGAL DESCRIPTION OF TRACTS 1-5 AS SHOWN IN SCHEDULE A OF FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NUMBER NCFA21-3995 9.300 ACRES IN WILMINGTON TOWNSHIP, CASTLE HAYNE, NORTH CAROLINA COMMENCING ON NGS MONUMENT “BRANDON”, HAVING PUBLISHED NORTH CAROLINA STATE PLANE COORDINATES OF N:218,479.58', E:2,332,295.76'; THENCE NORTH 41°21'28" WEST, 402.06 FEET TO A 2” IRON PIPE FOUND THE WESTERN 100' PUBLIC RIGHT-OF-WAY LINE OF U.S. HIGHWAY 117, HAVING NORTH CAROLINA STATE PLANE COORDINATES OF N:218,781.36', E: 2,187,781.36', SAID POINT BEING THE POINT OF BEGINNING; THENCE LEAVING THE WESTERN 100' PUBLIC RIGHT-OF-WAY LINE OF U.S. HIGHWAY 117 SOUTH 10°34'39" WEST, 101.33 FEET TO A 2” IRON PIPE FOUND; THENCE SOUTH 10°35'34" WEST, 176.92 FEET TO A CAPPED 5/8” IRON REBAR SET; THENCE NORTH 66°13'13" WEST, 372.40 FEET TO A 1 1/2” IRON PIPE FOUND; THENCE NORTH 66°32'01" WEST, 204.06 FEET TO A 1/2” IRON ROD FOUND; THENCE NORTH 77°12'31" WEST, 198.48 FEET TO A 1/2” IRON ROD FOUND IN THE EASTERN 60' PUBLIC RIGHT-OF-WAY LINE OF CASTLE HAYNE ROAD; THENCE ALONG AND WITH THE EASTERN 60' PUBLIC RIGHT-OF-WAY LINE OF CASTLE HAYNE ROAD THE FOLLOWING SIX (6) COURSES AND DISTANCES: NORTH 23°32'20" EAST, 438.09 FEET TO A 2” IRON PIPE FOUND, PASSING THROUGH A 2” IRON PIPE FOUND, 0.80 FEET WEST OF LINE, AT 209.60 FEET AND PASSING THROUGH A 2” IRON PIPE FOUND, 0.80 FEET WEST OF LINE, AT 308.61 FEET; NORTH 23°12'51" EAST, 20.20 FEET TO A 2” IRON PIPE FOUND; NORTH 23°24'00" EAST, 196.56 FEET TO A CAPPED 5/8” IRON REBAR SET; NORTH 31°25'01" EAST, 103.17 FEET TO A CAPPED 5/8” IRON REBAR SET; NORTH 47°48'01" EAST, 72.75 FEET TO A POINT CAPPED 5/8” IRON REBAR SET; SOUTH 75°15'59" EAST, 109.45 FEET TO A CAPPED 5/8” IRON REBAR SET IN THE WESTERN 100' PUBLIC RIGHT-OF-WAY LINE OF U.S. HIGHWAY 117; THENCE ALONG AND WITH THE WESTERN 100' PUBLIC RIGHT-OF-WAY LINE OF U.S. HIGHWAY 117 THE FOLLOWING SEVEN (7) COURSES AND DISTANCES: SOUTH 10°06'59" EAST, 106.05 FEET TO A CAPPED 5/8” IRON REBAR SET; SOUTH 15°00'59" EAST, 125.60 FEET TO A CAPPED 5/8” IRON REBAR SET; SOUTH 66°13'11" EAST, 6.75 FEET TO A CAPPED 5/8” IRON REBAR SET; SOUTH 45°54'49" WEST, 17.69 FEET TO A POINT IN A DITCH; SOUTH 66°32'06" EAST, 20.77 TO A 5/8” IRON ROD FOUND; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1,577.75 FEET, AN ARC LENGTH OF 287.14 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 22°23'23" EAST, 286.74 FEET TO A CAPPED 5/8” IRON REBAR SET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1,482.40 FEET, AN ARC LENGTH OF 234.00 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 32°23'44" EAST, 233.75 FEET TO THE POINT OF BEGINNING, CONTAINING 9.300 ACRES, MORE OR LESS. L-4543 C L M E M SH E,JR . LI R L OI A N N A ORH R TR L PNO SFOES SEAL CA R V EN USD A OY KLANH. SCHEDULE A DESCRIPTION: FIRST AMERICAN TITLE INSURANCE COMPANY ISSUING AGENT: LAND SERVICES USA, INC. COMMITMENT NUMBER: NCFA21-3995 COMMITMENT DATE: JULY 19, 2021 at 5:00 P.M. ALL THAT CERTAIN LOT OR PARCEL OF LAND SITUATE IN THE COUNTY OF NEW HANOVER, STATE OF NORTH CAROLINA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1: ALL OF TRACT "A" AS THE SAME IS SHOWN ON A SURVEY PREPARED FOR LUCILLE GRAY HORRELL SHEPARD, SAID SURVEY PERFORMED BY G. DOUGLAS JEFFREYS DATED 08/29/1994 AND SAID SURVEY BEING RECORDED IN MAP BOOK 34 AT PAGE 119 OF THE NEW HANOVER COUNTY REGISTRY, REFERENCE TO WHICH IS HEREBY MADE FOR A MORE PARTICULAR DESCRIPTION. TRACT 2: ALL OF TRACT "B" AS THE SAME IS SHOWN ON A SURVEY PREPARED FOR LUCILLE GRAY HORRELL SHEPARD, SAID SURVEY PERFORMED BY G DOUGLAS JEFFREYS DATED 08/29/1994 AND SAID SURVEY BEING RECORDED IN MAP BOOK 34 AT PAGE 119 OF THE NEW HANOVER COUNTY REGISTRY, REFERENCE TO WHICH IS HEREBY MADE FOR A MORE PARTICULAR DESCRIPTION. TRACT 3: ALL THAT CERTAIN LOT OR PARCEL OF LAND SITUATED IN NEW HANOVER COUNTY, NORTH CAROLINA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A STAKE IN THE EASTERN LINE OF U S HIGHWAY NO. 117, LOCATED ABOUT ONE-HALF (1/2) MILE SOUTH OF CASTLE HAYNE, N C., SAID STAKE BEING THIRTY (30) FEET FROM THE CENTER OF SAID HIGHWAY, AND NORTH 27 DEGREES, 22 MINUTES EAST, 1086.4 FEET FROM THE CENTER OF THE EASTERN HEADWALL OF THE BRIDGE CROSSING PRINCE GEORGE CREEK, AND RUNNING THENCE WITH THE EASTERN LINE OF U.S. HIGHWAY NO. 117, NORTH 27 DEGREES, 22 MINUTES EAST, 200 FEET TO A STAKE, THENCE SOUTH 62 DEGREES, 38 MINUTES EAST, 296.0 FEET TO A STAKE IN THE CENTER LINE OF A CANAL, THENCE WITH SAID CANAL SOUTH 49 DEGREES, 30 MINUTES WEST, 58.8 FEET TO A STAKE, THENCE WITH SAID CANAL SOUTH 70 DEGREES, 45 MINUTES WEST, 195.5 FEET TO A STAKE; THENCE NORTH 62 DEGREES, 38 MINUTES WEST, 143.6 FEET TO A STAKE IN THE EASTERN LINE OF U.S. HIGHWAY NO 117, THE POINT OF BEGINNING, BEING PART OF LAND TRANSFERRED BY DEED DATED JANUARY 24, 1949, AND RECORDED IN BOOK 439, PAGE 94 IN THE OFFICE OF THE REGISTRY OF DEEDS OF NEW HANOVER COUNTY, EXCEPTING, HOWEVER, FROM THE OPERATION OF THE FOREGOING DESCRIPTION, A 20-FT. STRIP OF LAND AT THE SOUTH END OF THE FOREGOING PROPERTY CONVEYED BY SMITH BARBER AND WIFE, YVONNE H BARBER TO J C. SUGGS AND WIFE, CHRISTINE L SUGGS, BY DEED DATED DECEMBER 24, 1963, AND RECORDED IN BOOK 752 AT PAGE 313 OF THE NEW HANOVER COUNTY REGISTRY THE PROPERTY HEREINABOVE DESCRIBED WAS ACQUIRED BY GRANTOR BY INSTRUMENT RECORDED AT BOOK 3456, PAGES 591-593 IN THE NEW HANOVER COUNTY REGISTRY. TRACT 4: ALL THAT CERTAIN LOT OR PARCEL OF LAND SITUATED IN NEW HANOVER COUNTY, NORTH CAROLINA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE IRON PIPE IN THE EASTERN LINE OF N.C. 117, SAID IRON PIPE BEING LOCATED N 27 DEG 22 MM E 1286.2 FEET FROM THE CENTER LINE OF THE EASTERN HEADWALL OF THE BRIDGE ACROSS PRINCE GEORGE CREEK, SAID PIPE ALSO BEING 50 FEET FROM THE CENTER LINE OF SAID ROAD, THENCE FROM SAID BEGINNING POINT N 35 DEG 02 MM E 103.17 FEET TO AN IRON PIPE IN SAME RIGHT OF WAY, THENCE N 51 DEG 25 MM E 72.75 FEET TO ANOTHER IRON PIPE IN THE SAME RIGHT OF WAY, THENCE S 71 DEG. 39 MM E 109.45 FEET TO A CONCRETE MONUMENT MARKED R/W, SAID MONUMENT BEING IN THE 50 FOOT RIGHT OF WAY OF N C 132, THENCE S 6 DEG 30 MIN E 106.05 FEET TO AN IRON PIPE IN SAID RIGHT OF WAY, THENCE S 11 DEG 24 MM E 125 60 FEET TO ANOTHER IRON PIPE IN SAME #132 RIGHT OF WAY, THENCE LEAVING SAID RIGHT OF WAY N 62 DEG 38 NUN W 289 25 FEET TO THE POINT OF BEGINNING, CONTAINING 0.7 ACRES, MORE OR LESS, BEING THE IDENTICAL LAND CONVEYED TO COASTAL DAIRY PRODUCTS. INC., BY DEED FROM J C SUGGS AND WIFE, DATED OCTOBER 14, 1968, AND RECORDED IN BOOK 843, PAGE 128, NEW HANOVER COUNTY REGISTRY AND ALSO BEING THAT SAME PROPERTY CONVEYED BY COASTAL DAIRY PRODUCTS, INC., TO HERNDON L MERRITT, JR , AND WIFE, BY DEED DATED NOVEMBER 1, 1977, AND RECORDED IN BOOK 1117, PAGE 778, NEW HANOVER COUNTY REGISTRY. THE PROPERTY HEREINABOVE DESCRIBED WAS ACQUIRED BY GRANTOR BY INSTRUMENT RECORDED AT BOOK 3456, PAGES 588-590 IN THE NEW HANOVER COUNTY REGISTRY. TRACT 5: TRACT 1: BEGINNING AT A POINT IN THE EASTERN LINE OF U. S. HIGHWAY #117 (30.0 FEET FROM ITS CENTERLINE AS MEASURED AT RIGHT ANGLES THERETO) SAID POINT BEING THE NORTHWEST CORNER OF TRACT #3 AND THE SOUTHWEST CORNER OF TRACT #2 AS SHOWN ON A MAP OF HERMITAGE ESTATES PREPARED BY J. L. BECTON, DATED JANUARY, 1943, AND RECORDED IN MAP BOOK 3, AT PAGE 41, OF THE NEW HANOVER COUNTY REGISTRY; RUNNING THENCE FROM SAID POINT OF BEGINNING AND ALONG THE EASTERN RIGHT OF WAY LINE OF U. S. HIGHWAY #117 NORTH 27°22' EAST, 20.0 FEET TO A POINT; THENCE SOUTH 62°38' EAST, 138.39 FEET TO A POINT IN THE POND; THENCE NORTH 70°28' EAST, 171.81 FEET TO A POINT IN THE DITCH; THENCE NORTH 49°13' EAST, 58.8 FEET TO AN OLD IRON PIPE ON THE DITCH BANK; THENCE SOUTH 62° 55' EAST, 31.37 FEET TO AN OLD IRON PIPE, THENCE SOUTH 18' 41' 30" EAST, 110.26 FEET (CHD. DIST.) TO A POINT; THENCE SOUTH 71°52' WEST, 103.48 FEET TO A POINT; THENCE NORTH 18°08' WEST, 30.0 FEET TO A POINT; THENCE SOUTH 74'57' WEST, 105.19 FEET TO A POINT; THENCE NORTH 62°38' WEST, 216.81 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED TRACT CONTAINS .57 ACRES. TRACT 2: BEGINNING AT AN IRON PIPE THAT IS LOCATED SOUTH 62°38' EAST, 216.81 FEET FROM THE NORTHWEST CORNER OF TRACT #3 AND THE SOUTHWEST CORNER OF TRACT #2 AS SHOWN ON A MAP OF HERMITAGE ESTATES PREPARED BY J. L. BECTON, C. E., DATED JANUARY 1943 AND RECORDED IN MAP BOOK 3 AT PAGE 41 OF THE NEW HANOVER COUNTY REGISTRY; RUNNING THENCE FROM SAID BEGINNING POINT NORTH 74°57' EAST, 105.19 FEET TO A POINT; THENCE SOUTH 18°08' EAST, 30.0 FEET TO A POINT; THENCE NORTH 71°52' EAST, 103.48 FEET TO A POINT; THENCE SOUTH 18°41'30" EAST 178.3 FEET (CHD. DIST.) TO A POINT; THENCE NORTH 62°38' WEST, 299.97 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED TRACT CONTAINS .42 ACRES. THE PROPERTY HEREINABOVE DESCRIBED WAS ACQUIRED BY GRANTOR BY INSTRUMENT RECORDED IN BOOK 1027 AT PAGE 607 OF THE NEW HANOVER COUNTY REGISTRY. SCHEDULE B II EXCEPTIONS: FIRST AMERICAN TITLE INSURANCE COMPANY ISSUING AGENT: LAND SERVICES USA, INC. COMMITMENT NUMBER: NCFA21-3995 COMMITMENT DATE: JULY 19, 2021 AT 5:00 P.M. 1.ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART I-REQUIREMENTS ARE MET. NOT A SURVEY MATTER. 2.(A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS; (B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS, OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS OF SUCH AGENCY OR BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. 3.ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THAT ARE NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION IN THE LAND. NOT A SURVEY MATTER. 4.EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS. NONE KNOWN OR FOUND BY SURVEYOR. 5.ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS. A SHED IS SHOWN ON THE MAP THAT OCCUPIES BOTH TRACT 3 & 4. 6.TAXES AND ASSESSMENTS FOR THE YEAR AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE. TAX PARCEL NUMBER: R01100-010-002-000 (TRACT 2) 2020 NEW HANOVER COUNTY, NORTH CAROLINA REAL ESTATE PROPERTY TAXES IN THE BASE AMOUNT OF $1,715.97 WERE PAID ON DECEMBER 9, 2020. TAX BILLS ARE USUALLY GENERATED IN AUGUST EACH YEAR AND DUE ON OR BEFORE SEPTEMBER 1ST. TAXES ARE DELINQUENT ON JANUARY 6TH. A 2% PENALTY IS APPLIED FOR THE MONTH OF JANUARY WHICH INCREASES BY 0.75% EACH MONTH THEREAFTER. TAX PARCEL NUMBER: R01100-010-003-000 (TRACT 1) 2020 NEW HANOVER COUNTY, NORTH CAROLINA REAL ESTATE PROPERTY TAXES IN THE BASE AMOUNT OF $860.20 WERE PAID ON DECEMBER 9, 2020. TAX BILLS ARE USUALLY GENERATED IN AUGUST EACH YEAR AND DUE ON OR BEFORE SEPTEMBER 1ST. TAXES ARE DELINQUENT ON JANUARY 6TH. A 2% PENALTY IS APPLIED FOR THE MONTH OF JANUARY WHICH INCREASES BY 0.75% EACH MONTH THEREAFTER. TAX PARCEL NUMBER: R01117-004-001-000 (TRACT 4) 2020 NEW HANOVER COUNTY, NORTH CAROLINA REAL ESTATE PROPERTY TAXES IN THE BASE AMOUNT OF $506.00 WERE PAID ON DECEMBER 9, 2020. TAX BILLS ARE USUALLY GENERATED IN AUGUST EACH YEAR AND DUE ON OR BEFORE SEPTEMBER 1ST. TAXES ARE DELINQUENT ON JANUARY 6TH. A 2% PENALTY IS APPLIED FOR THE MONTH OF JANUARY WHICH INCREASES BY 0.75% EACH MONTH THEREAFTER. TAX PARCEL NUMBER: R01117-004-002-000 (TRACT 3) 2020 NEW HANOVER COUNTY, NORTH CAROLINA REAL ESTATE PROPERTY TAXES IN THE BASE AMOUNT OF $379.50 WERE PAID ON DECEMBER 9, 2020. TAX BILLS ARE USUALLY GENERATED IN AUGUST EACH YEAR AND DUE ON OR BEFORE SEPTEMBER 1ST. TAXES ARE DELINQUENT ON JANUARY 6TH. A 2% PENALTY IS APPLIED FOR THE MONTH OF JANUARY WHICH INCREASES BY 0.75% EACH MONTH THEREAFTER. TAX PARCEL NUMBER: R01117-004-003-000 (TRACT 5) 2020 NEW HANOVER COUNTY, NORTH CAROLINA REAL ESTATE PROPERTY TAXES IN THE BASE AMOUNT OF $327.01 WERE PAID ON DECEMBER 9, 2020. TAX BILLS ARE USUALLY GENERATED IN AUGUST EACH YEAR AND DUE ON OR BEFORE SEPTEMBER 1ST. TAXES ARE DELINQUENT ON JANUARY 6TH. A 2% PENALTY IS APPLIED FOR THE MONTH OF JANUARY WHICH INCREASES BY 0.75% EACH MONTH THEREAFTER. NOT A SURVEY MATTER. 7.ANY LIEN OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. 8.RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. 9.RIGHTS OF TENANTS, AS TENANTS ONLY IN POSSESSION OF SUBJECT PROPERTY. NOT A SURVEY MATTER. 10.ANY CHARGES FOR MUNICIPAL SERVICES (I.E., WATER, SEWER, CORRECTION OF NUISANCE CONDITIONS, ETC.) ARE THE RESPONSIBILITY OF THE PARTIES TO THIS TRANSACTION. FOR INFORMATION REGARDING EXISTENCE OF ANY BILLS, CONTACT THE APPROPRIATE MUNICIPAL OFFICE. NOT A SURVEY MATTER. 11.NO INSURANCE IS AFFORDED AS TO THE EXACT AMOUNT OF ACREAGE CONTAINED IN THE PROPERTY DESCRIBED HEREIN. NOT A SURVEY MATTER. (ACREAGE SHOWN HEREON) 12.ANY MINERAL OR MINERAL RIGHTS LEASED, GRANTED OR RETAINED BY CURRENT OR PRIOR OWNERS. NOT A SURVEY MATTER. 13.ALL MATTERS APPEARING ON PLATS RECORDED IN MAP BOOK 3, PAGE 41 AND MAP BOOK 34, PAGE 119, AFORESAID RECORDS. THE LOCATION IS SHOWN HEREON. 117 133 XX ABBREVIATIONS LEGEND LEGEND 100 15.98 GPS 100 T 1652 15.55 FEN 1654 14.91 FEN 1655 15.18 FEN 1656 15.28 FEN 1657 15.46 FEN 1658 15.46 FEN E 1671 17.98 FEN 1672 17.74 FEN 1673 17.75 FEN 1674 17.88 FEN 1675 18.07 FEN 1676 17.82 FEN E 101 18.70 GPS 101 102 15.95 GPS 102 103 18.10 GPS 103 104 17.65 GPS 104 105 18.44 GPS 105 107 18.61 GPS 107 6 15.95 GPS 102 7 15.98 GPS 100 8 18.70 GPS 101 10 18.10 GPS 103 11 17.65 GPS 104 14 18.61 GPS 107 15 18.44 GPS 105 110 18.23 GPS 110 111 17.55 GPS 111 T T X X X X X X X X X X X X X X X X X X X X E D G E O F R O A D ED G E O F R O A D CANOPY PORCH EDGE O F GRAVE L EDGE O F R O A D FLOW L I N E BACK O F C U R B EDGE OF R O A D E D G E O F R O A D EDGE OF ROAD ED G E O F R O A D SINGLE STORY SHEET METAL BUILDING 34'x40.5' COVERED CONCRETE PAD SHED 20'x20' SI N G L E S T O R Y BR I C K D U P L E X SI N G L E S T O R Y W O O D F R A M E R E S T A U R A N T 3 9 ' x 4 7 ' CANOPY PORCH 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 OAK 48 " OAK 43 " PINE 2 6 " POPLA R 2 9 " SWEE T G U M 2 4 " MAGN O L I A 9 " PINE 2 3 " PINE 4 1 " PINE 3 8 " PINE 3 7 " PINE 4 0 " PINE 2 9 " PINE 2 1 " PINE 2 7 " PINE 3 6 " DECID U O U S 1 1 " DECID U O U S 7 " PINE 3 5 " PINE 3 1 " PINE 3 2 " PECAN 2 2 " D O U B L E 4' OLD WOOD E D FENC E 4' OLD WOOD E D FENC E BORE H O L E 17.76' BORE H O L E 17.68' BORE HOLE 17.36' BORE H O L E 18.55' 15 . 8 17 . 4 16.0 12 . 7 15 . 8 GRAVE L ED G E O F R O A D APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y 15 . 5 16 . 2 16.0 16 . 6 16 . 0 17 . 0 16 . 5 17 . 0 17.3 16.6 17 . 6 18 . 9 17.5 17 . 7 16 . 5 15 1 7 1 8 18 16 15 14 13 12 11 10 9 12 13 14 15 16 17 18 17 19 18 1 9 1 9 18 1 7 16 14 13 17 18 16 15 14 13 1 9 17 19 20 1 8 1 7 1 6 15 SI N G L E S T O R Y BR I C K H O U S E 9 87 11 12 5 19 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' 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' 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 T 13 . 5 16 . 3 17.7 18 . 3 18 . 1 16 . 5 19.7 19 . 7 16 . 2 19 . 0 19 . 3 18 . 1 16 . 0 15 . 8 15 . 8 16 . 0 17.5 17 . 8 18 . 1 17 . 7 18 . 1 18 . 4 16 . 3 17.017.4 18 . 0 17 . 8 17 . 9 18.0 18.1 16.8 17 . 1 18 . 3 17 . 6 18.3 18 . 2 18.8 17 . 1 17 . 8 17 . 1 19.3 19 . 6 19 . 1 19 . 3 19 . 7 18 . 6 19 . 1 18 . 4 18.7 18 . 4 19 . 3 18.5 18 . 3 18 . 3 18 . 1 18 . 0 18 . 5 18 . 6 17.9 17.7 17.6 16 . 4 14.1 20.1 20 . 0 18 . 4 14.7 12.7 10 . 3 8.3 8.0 11 . 2 11 . 8 9.5 6.77.7 6.6 6.8 6.9 7.4 14 . 6 15 . 4 18.5 17 . 0 16 . 7 17 . 4 16 . 1 17 . 9 T T 19 . 5 19.5 19 . 7 19 . 5 19.7 19 . 0 X X X X E D G E O F R O A D ED G E O F R O A D CANOPY PORCH CONC R E T E INTER S T A T E SIGN INTER S T A T E SIGN YIELD SIGN EMER G E N C Y SIGN INTER S T A T E SIGN CB GR A T E IN=15 . 4 6 ' OUT=1 5 . 2 9 ' OUT=1 2 . 3 7 ' CB GR A T E 15" RC P IN=14 . 8 5 ' OUT=1 4 . 7 7 ' CB GR A T E IN=15 . 0 3 ' IN=14 . 9 9 ' TOP=14.13' TOP=13.93' BURG A W SIGN OLD S I G N P O S T EDGE O F GRAVE L TOP=12.57' TOP=12.03' HWY 1 3 3 SIGN TOP=14.35' TOP=14.08' HWY SIGN HIGHW A Y SIGN CB GR A T E 15" RC P OUT=1 5 . 2 5 ' EDGE O F R O A D FLOW L I N E BACK O F C U R B E D G E O F R O A D E D G E O F R O A D EDGE OF ROAD ED G E O F R O A D SINGLE STORY SHEET METAL BUILDING 34'x40.5' COVERED CONCRETE PAD SHED 20'x20' SI N G L E S T O R Y BR I C K D U P L E X SI N G L E S T O R Y W O O D F R A M E R E S T A U R A N T 3 9 ' x 4 7 ' CANOPY PORCH 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 OAK 48 " OAK 43 " PINE 2 6 " POPLA R 2 9 " SWEE T G U M 2 4 " MAGN O L I A 9 " PINE 2 3 " PINE 4 1 " PINE 3 8 " PINE 3 7 " PINE 4 0 " PINE 2 9 " PINE 2 1 " PINE 2 7 " PINE 3 6 " DECID U O U S 1 1 " DECID U O U S 7 " PINE 3 5 " PINE 3 1 " PINE 3 2 " PECAN 2 2 " D O U B L E 12" RCP CB GR A T E 15" RC P IN=14 . 0 5 ' IN=14 . 1 3 ' OUT=1 3 . 9 9 ' 15" RCP 15" R C P TOP 8 . 6 3 ' 60" DI P INV=5 . 5 9 ' INV=4 . 7 9 ' DI 1 2 " R C P 12" RC P TOP=1 2 . 4 3 ' 12" CMP 12" RCP 4' OLD WOOD E D FENC E 4' OLD WOOD E D FENC E FO VA U L T ZONE X ( 2 % ) ZONE X ( 2 % ) ZONE A E ZONE A E ZONE A E BORE H O L E 17.76' BORE H O L E 17.68' BORE HOLE 17.36' BORE H O L E 18.55' DI 15.8 17 . 4 16 . 0 12.7 15 . 8 GRAVE L ED G E O F R O A D CONC R E T E ISLAN D S IPF IPF CB GR A T E IN=15 . 4 6 ' OUT=1 5 . 2 9 ' OUT=1 2 . 3 7 ' TOP 8 . 7 1 ' 60" DI P APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y 15.5 16 . 2 16 . 0 16 . 6 16 . 0 17 . 0 16 . 5 17 . 0 17.3 16 . 6 17 . 6 18 . 9 17 . 5 17 . 7 16 . 5 CONC R E T E CONC R E T E W/AIR MACH I N E RESTA U R A N T SIGN AQUAR I U M SIGN FOR S A L E SIGN HIGHW A Y SIGN GRATE TOP=1 4 . 3 3 ' IN=6.5 2 ' IN=6. 3 8 ' OUT=6 . 2 7 ' IN=10 . 8 3 ' INV=1 4 . 0 5 ' 15 " R C P 12" RC P INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 12" RC P INV=1 5 . 2 7 ' INV=1 5 . 3 8 ' 15" RC P INV=1 4 . 4 5 ' 15 1 7 1 8 18 16 15 14 13 12 11 10 9 12 13 14 15 16 17 18 17 19 18 1 9 1 9 18 1 7 16 14 13 17 18 16 15 14 13 1 9 17 19 20 1 8 1 7 1 6 15 SI N G L E S T O R Y BR I C K H O U S E 9 87 11 12 5 19 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' 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 F A R M S I N C . , E T A L TRACT 2 PIN #0 1 1 1 7 - 0 0 4 - 0 0 1 - 0 0 0 DB. 648 6 , P G . 2 9 8 8 TRACT B - M B . 3 4 , P G . 1 1 9 - 521 2 C A S T L E H A Y N E R D . 3.44 AC R E S + / - INLET PROTECTION TYP F INLET PROTECTION TYPE A SILT FENCE (TYP) DOUBLE ROW SILT FENCE (TYP) TREE PROTECTION (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 ( 1 O F 2 ) C3.1 MATCHLINE 19 . 7 19.0 19 . 1 19 . 1 T 19 . 1 8 19 . 0 4 2606 19.07 VOID 19 . 7 17 . 0 HI G H W A Y HI G H W A Y SI G N YI E L D SI G N CT V V A U L T FO V A U L T ST R E E T SI G N YI E L D SI G N HI G H W A Y SI G N EL E C T R I C VA U L T GR A T E 19 . 9 4 ' GR A T E 19 . 6 9 ' GR A T E 20 . 1 1 ' GR A T E 18 . 9 0 ' CB20 . 0 4 ' TO P 18 . 5 4 ' T PINCH PIPE FOUND T T U X X FO V A U L T FO V A U L T FI R E D E P T SI G N RO U N D AB O U T SI G N RE S T A U R A N T SI G N ( 3 ) ON E W A Y SI G N ST O P SI G N WE L L H O U S E 3' S I L T FE N C E UG G A S T E S T ST A T I O N EDGE OF R O A D EDGE OF ROAD EDGE OF ROAD GR A V E L EDGE OF ROAD 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) 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 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' 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 EINLET PROTECTION TYPE E INLET PROTECTION TYPE A INLET PROTECTION TYPE A INLET PROTECTION TYPE E INLET PROTECTION TYPE E OUTLET PROTECTION (TYP) INLET PROTECTION TYPE A INLET PROTECTION TYPE A EMERGENCY OVERFLOW SPILLWAY FAIRCLOTH SKIMMER R O 1 1 1 7 - 0 0 6 - 0 0 4 - 0 0 0 R O 1 1 1 7 - 0 0 6 - 0 0 5 - 0 0 0 R O 1 1 1 7 - 0 0 6 - 0 0 6 - 0 0 0 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 ( 1 O F 2 ) C3.3 MATCHLINE 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) 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 T T X X X X EDGE O F GRAVE L 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 OAK 48 " OAK 43 " PINE 2 6 " POPLA R 2 9 " SWEE T G U M 2 4 " MAGN O L I A 9 " PINE 2 3 " PINE 4 1 " PINE 3 8 " PINE 3 7 " PINE 4 0 " PINE 2 9 " PINE 2 1 " PINE 2 7 " PINE 3 6 " DECID U O U S 1 1 " DECID U O U S 7 " PINE 3 5 " PINE 3 1 " PINE 3 2 " PECAN 2 2 " D O U B L E 4' OLD WOOD E D FENC E 4' OLD WOOD E D FENC E BORE H O L E 17.76' BORE H O L E 17.68' BORE HOLE 17.36' BORE H O L E 18.55' GRAVE L APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y PS PS PS PS PS 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 EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' PS P S 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 MATCHLINE 19 . 7 19.0 19 . 1 19 . 1 T 19 . 1 8 19 . 0 4 2606 19.07 VOID 19 . 7 17 . 0 CB20 . 0 4 ' T PINCH PIPE FOUND T T U X X UG G A S T E S T ST A T I O N EDGE OF R O A D EDGE OF ROAD EDGE OF ROAD GR A V E L EDGE OF ROAD 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) 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 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 9TEMPORARY 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 C3.8 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 EDGE O F GRAVE L 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 GRAVE L APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y 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' 36 ' 24' 50 ' 46 ' 9'20 ' 38 ' 5' 6' 8' 12 ' 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 BUFF 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 43" OAK 48" OAK 12 . 0 ' 1 2 . 0 ' 12 . 0 ' 15 ' 11 . 6 ' Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C SI T E P L A N C4.0 KEY NOTES FUEL CANOPY, REFER TO ARCH PLANS FOR DETAILS UNDERGROUND FUEL STORAGE TANKS, REFER TO FUEL SYSTEM PLANS FOR DETAILS DUMPSTER ENCLOSURE, REFER TO ARCH PLANS FOR DETAILS AIR AND VACUUM MACHINE, REFER TO ARCH PLANS FOR DETAILS BIKE RACK SITE SIGNAGE, REFER TO SIGNAGE PLANS FOR DETAILS 4" BOLLARD, SPACED EVERY 4.5', SEE SHEET C7.3 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 C7.3 FOR DETAIL ADA PARKING AREA 24" WHITE STOP BAR 4" WIDE DOUBLE SOLID YELLOW LINE (DSYL) TYPICAL PAVEMENT MARKINGS CONCRETE SIDEWALK, SEE SHEET C7.3 FOR DETAIL 6" CONCRETE PARKING PAD PAVEMENT, SEE SHEET C4.1 FOR PAVEMENT SECTION 8" CONCRETE FUEL TANK PAD AND DUMPSTER PAD PAVEMENT, SEE SHEET C4.1 FOR PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT, SEE SHEET C4.1 FOR PAVEMENT SECTION 6" CONCRETE FUEL CANOPY PAD PAVEMENT, SHEET C4.1 FOR PAVEMENT SECTION 18" CURB AND GUTTER, SEE SHEET C7.4 FOR DETAIL CONCRETE TRANSFORMER PAD PER UTILITY OWNER'S REQUIREMENTS LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR PLANTING LAYOUT PATIO AREA, REFER TO ARCH PLANS FOR DETAILS WATER SEPARATOR - RECLAMATION SUSH 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: 1.38± AC. (49.0%) 3.01± 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 / 113 S.F. STANDARD STALL DIMENSION: 24' 9' x 20' MIN. DRIVE WIDTH: 20 FT 5280 SF 25 FT 5,154 SF 35' 35' 35' 1.43± AC. (51.0%) 13 SPACES REQUIRED (5154 SF / 400 S.F. 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' 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 AND LEFT 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 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 S T R I P I N G A N D S I G N A G E P L A N C4.1 PAVING LEGEND 6" CONCRETE PARKING PAD PAVEMENT, SEE SHEET C4.1 FOR PAVEMENT SECTION 8" CONCRETE FUEL TANK PAD AND DUMPSTER PAD PAVEMENT, SEE SHEET C4.1 FOR PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT, SEE SHEET C4.1 FOR PAVEMENT SECTION 6" CONCRETE FUEL CANOPY PAD PAVEMENT, SHEET C4.1 FOR PAVEMENT SECTION 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: 1.38± AC. (49.0%) 3.01± 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 / 113 S.F. STANDARD STALL DIMENSION: 24' 9' x 20' MIN. DRIVE WIDTH: 20 FT 5280 SF 25 FT 5,154 SF 35' 35' 35' 1.43± AC. (51.0%) 13 SPACES REQUIRED (5154 SF / 400 S.F. NOTE: 1.ALL PAVEMENT MARKING LOCATED WITHIN THE RIGHT OF WAY SHALL BE THERMOPLASTIC EDGE O F GRAVE L 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 GRAVE L APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y 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' WB- 6 7 - I n t e r s t a t e S e m i - T r a i l 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 C4.2 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: 1.38± AC. (49.0%) 3.01± 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 / 113 S.F. STANDARD STALL DIMENSION: 24' 9' x 20' MIN. DRIVE WIDTH: 20 FT 5280 SF 25 FT 5,154 SF 35' 35' 35' 1.43± AC. (51.0%) 13 SPACES REQUIRED (5154 SF / 400 S.F. 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 ) C4.3 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 ) C4.4 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 TAPEROPTIONAL 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 TAPEROPTIONAL 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 ) C4.5 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 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' JB CS 12 . 3 13.5 13 . 7 16 . 3 17 . 4 15 . 5 17.7 18.3 18 . 1 17 . 8 17 . 7 18.0 17.3 16 . 2 16 . 5 19.7 19 . 7 16 . 2 16 . 3 19 . 0 19 . 3 16.2 16 . 3 18 . 6 18 . 1 15 . 9 17.1 16 . 0 15 . 8 15 . 8 16 . 0 15.9 17.5 17 . 8 18 . 1 17.7 18.1 18 . 4 16 . 3 16.6 17 . 2 17.0 16.7 17 . 4 18 . 0 17 . 8 17 . 9 18.0 18 . 1 16 . 8 17 . 6 17 . 7 17 . 1 18 . 3 17 . 6 18 . 3 18 . 2 18 . 8 17.1 17 . 8 17.9 17 . 9 17 . 1 19 . 3 19 . 9 19.6 19 . 6 19 . 1 19.3 19 . 7 18 . 5 17.5 18 . 2 20 . 0 18 . 6 19 . 1 18 . 4 18 . 7 18 . 4 19 . 3 18 . 5 18.3 18 . 3 18 . 1 18 . 0 18 . 5 18 . 5 18 . 6 17 . 9 17.7 17.6 16 . 4 14.1 20 . 1 20 . 0 19 . 1 18 . 4 14 . 7 12 . 9 12.7 10 . 3 8.3 8.0 11 . 2 11 . 8 1907 7.93 TB 11.3 1911 7.36 TB1913 7.77 TB 9.5 6.77.7 1921 7.73 TB 1922 7.10 TB 1924 7.34 TB 1925 6.49 TB 1927 6.79 TB 1928 5.74 TB 6.6 1981 1983 6.89 TB1 1986 7.19 TB1 6.8 1989 7.28 TB1 1991 6.91 TB1 1994 7.76 TB1 6.9 1998 7.26 TB12000 8.28 TB1 2002 8.55 TB1 WF / PFO-41D1-1 7.4 2006 8.79 TB1 E 12 . 6 13.6 14 . 6 15 . 1 15 . 4 16 . 5 18.5 17 . 0 16 . 7 17 . 4 16 . 1 14.0 15 . 2 17 . 9 19 . 5 19.5 19 . 7 19.5 19.7 19 . 0 EDGE O F GRAVE L 15 . 8 17 . 4 16.0 12 . 7 15 . 8 GRAVE L APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y 16 . 3 15 . 9 14 . 5 15 . 5 16 . 2 16 . 3 16.0 16.3 16 . 6 16 . 6 16 . 0 16 . 1 16 . 8 16 . 8 16 . 7 17 . 0 16 . 5 17 . 0 17 . 0 17.3 16.6 17 . 4 17 . 6 17 . 1 15 . 9 17.4 18 . 9 17.5 17 . 7 16 . 5 17 . 5 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK 35.0' 35 . 0 ' 35.0' 25 . 0 ' INV. 14.78 INV. 14.44 FFE = 19.50 OUTLET PROTECTION (TYP) EMERGENCY OVERFLOW SPILLWAY 12" HDPE 4" H D P E 12" H D P E 4" H D P E PROVIDE RODENT CONTROL PROVIDE RODENT CONTROL DEVICE AT ROOF DRAIN OUTFALL 12" HDPE 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 POND INFORMATION TOP OF BANK 16.00' BOTTOM 7.00' NWL 12.00' 2 YEAR STORM 13.75' 10 YEAR STORM 14.60' 25 YEAR STORM 14.92' 100 YEAR STORM 15.38' GRADING AND DRAINAGE NOTES: 1.SEE SHEET C-1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C-1.2 FOR LEGEND. SEE SHEET C-2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C-5.0 FOR GRADING. SEE SHEET C-5.1 FOR DRAINAGE PLAN. SEE SHEET C-5.3 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. 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' CA S T L E H A Y N E RD . N C - 1 3 3 ) (6 0 ' P U B L I C R / W ) JB 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 ) CS 12 . 3 13.5 13 . 7 16 . 3 17 . 4 15 . 5 17.7 18.3 18 . 1 17 . 8 17 . 7 18.0 17.3 16 . 2 16 . 5 19.7 19 . 7 16 . 2 16 . 3 19 . 0 19 . 3 16.2 16 . 3 18 . 6 18 . 1 15 . 9 17.1 16 . 0 15 . 8 15 . 8 16 . 0 15.9 17.5 17 . 8 18 . 1 17.7 18.1 18 . 4 16 . 3 16.6 17 . 2 17.0 16.7 17 . 4 18 . 0 17 . 8 17 . 9 18.0 18 . 1 16 . 8 17 . 6 17 . 7 17 . 1 18 . 3 17 . 6 18 . 3 18 . 2 18 . 8 17.1 17 . 8 17.9 17 . 9 17 . 1 19 . 3 19 . 9 19.6 19 . 6 19 . 1 19.3 19 . 7 18 . 5 17.5 18 . 2 20 . 0 18 . 6 19 . 1 18 . 4 18 . 7 18 . 4 19 . 3 18 . 5 18.3 18 . 3 18 . 1 18 . 0 18 . 5 18 . 5 18 . 6 17 . 9 17.7 17.6 16 . 4 14.1 20 . 1 20 . 0 19 . 1 18 . 4 14 . 7 12 . 9 12.7 10 . 3 8.3 8.0 11 . 2 11 . 8 1907 7.93 TB 11.3 1911 7.36 TB1913 7.77 TB 9.5 6.77.7 1921 7.73 TB 1922 7.10 TB 1924 7.34 TB 1925 6.49 TB 1927 6.79 TB 1928 5.74 TB 6.6 1981 1983 6.89 TB1 1986 7.19 TB1 6.8 1989 7.28 TB1 1991 6.91 TB1 1994 7.76 TB1 6.9 1998 7.26 TB12000 8.28 TB1 2002 8.55 TB1 WF / PFO-41D1-1 7.4 2006 8.79 TB1 E 12 . 6 13.6 14 . 6 15 . 1 15 . 4 16 . 5 18.5 17 . 0 16 . 7 17 . 4 16 . 1 14.0 15 . 2 17 . 9 19 . 5 19.5 19 . 7 19.5 19.7 19 . 0 EDGE O F GRAVE L 15 . 8 17 . 4 16.0 12 . 7 15 . 8 GRAVE L APPRO X I M A T E LOCA T I O N O F P A T H TAKEN F R O M PREVI O U S S U R V E Y 16 . 3 15 . 9 14 . 5 15 . 5 16 . 2 16 . 3 16.0 16.3 16 . 6 16 . 6 16 . 0 16 . 1 16 . 8 16 . 8 16 . 7 17 . 0 16 . 5 17 . 0 17 . 0 17.3 16.6 17 . 4 17 . 6 17 . 1 15 . 9 17.4 18 . 9 17.5 17 . 7 16 . 5 17 . 5 3 5 ' S E T B A C K 35 ' S E T B A C K 35' SETBACK 35.0' 35 . 0 ' 35.0' 25 . 0 ' 55' L F - 18'' R C P C L A S S I I I @ 0 . 2 6 % 33' LF - 18'' RCP CLASS III @ 0.48% 65' LF - 18'' RCP CLASS III @ 0.28% 45' LF - 18'' RCP CLASS III @ 0.27% 24' LF - 18'' RCP CLASS III @ 0.26% 29' LF - 18'' RCP CLASS III @ 0.23% 96' LF - 18'' RCP CLASS III @ 1.03% 14' LF - 18'' RCP CLASS III @ 1.52% 15' LF - 18'' RCP CLASS III @ 0.33% 130' LF - 18'' RCP CLASS III @ 0.26% 43' LF - 18'' RCP CLASS III @ 0.27% 49' LF - 18'' RCP CLASS III @ 0.26% INV. 14.78 INV. 14.44 CI 1 RIM EL. = 17.99' INV. OUT = 13.24' END 1 INV. IN = 12.28' CI 11 RIM EL. = 16.62' INV. OUT = 13.05' CI 9 RIM EL. = 16.45' INV. IN = 13.21' INV. OUT = 12.21' END 3 INV. IN = 13.00' CI 8 RIM EL. = 16.37' INV. IN = 12.44' INV. OUT = 12.44' CI 4 RIM EL. = 16.27' INV. IN = 12.86' INV. OUT = 12.86' JB 6 RIM EL. = 17.59' INV. IN = 12.68' INV. OUT = 12.68' CI 3 RIM EL. = 17.34' INV. IN = 13.00' INV. OUT = 13.00' CI 5 RIM EL. = 17.23' INV. IN = 12.80' INV. OUT = 12.80' CI 10 RIM EL. = 18.16' INV. OUT = 14.20' END 2 INV. IN = 12.00' CI 2 RIM EL. = 17.97' INV. IN = 13.12' INV. OUT = 13.12' CI 7 RIM EL. = 17.59' INV. IN = 12.50' INV. OUT = 12.50' FFE = 19.50 OUTLET PROTECTION (TYP) EMERGENCY OVERFLOW SPILLWAY 12" HDPE 4" H D P E 12" H D P E 4" H D P E PROVIDE RODENT CONTROL PROVIDE RODENT CONTROL DEVICE AT ROOF DRAIN OUTFALL 12" HDPE 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 GRADING AND DRAINAGE NOTES: 1.SEE SHEET C-1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C-1.2 FOR LEGEND. SEE SHEET C-2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C-5.0 FOR GRADING. SEE SHEET C-5.1 FOR DRAINAGE PLAN. SEE SHEET C-5.3 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 DR A I N A G E P L A N C5.1 @ ℄ @ ℄ IN V . O U T = 1 3 . 2 4 RI M E L . = 1 7 . 9 9 CI 1 IN V . O U T = 1 3 . 0 0 IN V . I N = 1 3 . 0 0 RI M E L . = 1 7 . 3 4 CI 3 IN V . O U T = 1 2 . 8 0 IN V . I N = 1 2 . 8 0 RI M E L . = 1 7 . 2 3 CI 5 IN V . O U T = 1 2 . 6 8 IN V . I N = 1 2 . 6 8 RI M E L . = 1 7 . 5 9 JB 6 IN V . O U T = 1 2 . 5 0 IN V . I N = 1 2 . 5 0 RI M E L . = 1 7 . 5 9 CI 7 IN V . I N = 1 2 . 2 8 EN D 1 IN V . O U T = 1 2 . 4 4 IN V . I N = 1 2 . 4 4 RI M E L . = 1 6 . 3 7 CI 8 IN V . O U T = 1 3 . 1 2 IN V . I N = 1 3 . 1 2 RI M E L . = 1 7 . 9 7 CI 2 IN V . O U T = 1 3 . 2 4 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 . 2 7 CI 4 @ ℄ @ ℄ IN V . I N = 1 2 . 0 0 EN D 2 IN V . O U T = 1 2 . 2 1 IN V . I N = 1 3 . 2 1 RI M E L . = 1 6 . 4 5 CI 9 @ ℄ @ ℄ IN V . O U T = 1 3 . 0 5 RI M E L . = 1 6 . 6 2 CI 1 1 IN V . I N = 1 3 . 0 0 EN D 3 @ ℄ @ ℄ IN V . O U T = 6 . 2 7 RI M E L . = 1 4 . 2 9 EX . D I @ ℄ @ ℄ IN V . O U T = 1 2 . 0 0 RI M E L . = 1 6 . 0 0 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 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 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. 11.00'4' 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. 11.00' STONE BEDDING BACK VIEW 15" RCP III 3" ORIFICE ELEV. 12.00'IE 12.00' WEIR #1 ELEV. 13.25' 5" WIDE NOTCH WEIR 3.0" LOW FLOW ORIFICE WEIR ELEV. 16.00' 4' 6" 4' 6" 15" RCP III ORIFICE ELEV. 12.00' FRAME ELEV. WEIR #1 ELEV. 13.25' TOP ELEV. 16.00' PERMANENT POOL ELEV. 12.00'PERMANENT POOL ELEV. 12.00' BAR GRATING (SEE DETAIL) GALVANIZED STEEL 1 1/4 X 3/16 24" 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. 14.25'WEIR #2 ELEV. 14.25' 15" 5" 21 " 12 " 15" 5" 21 " 12 " 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. 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. 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 ) EXISTING 60" RCP TOP=14.24' IN=6.27' EXISTING 60" RCP IN=4.79' CO 2 CO 1 BLDG. TIE-IN BLDG. TIE-IN CO 3 CO 6 CO 5 CO 4 PROPOSED GREASE TRAP PROPOSED GRINDER PUMP 12" C-900 PVC WATERLINE BLDG. TIE-IN 2" PROPOSED WATERLINE 2" 45° BEND 12" 11.25° BEND 22.5° BEND 1 2 " 4 5 ° B E N D 11.25° BEND 1 2 " 4 5 ° B E N D 90° BEND 6" FIRE HYDRANT ASSEMBLY AND VALVE 2" 45° BEND 1" IRRIGATION METER AND VALVE BOX 2" WATER METER AND VALVE BOX PROPOSED 2" WATERLINE TO CARWASH 2" TEE 2" 90° 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 2" 45° BEND 2" 45° BEND WATERLINE CROSSES UNDER STORM DRAIN (1.5' MINIMUM SEPARATION) 1 2 " C - 9 0 0 P V C W A T E R L I N E 12" 11.25° BEND 12" X 6" TEE 6" X 6" TEE 6" X 2" REDUCER 12" 22.5° BEND 12" 22.5° BEND 12" GATE VALVE 12" PLUG PROPOSED RECLAIMATION SYSTEM CUTOFF VALVE & VAULT 2" CHECK 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: · · MA T C H L I N E 19 . 5 19 . 3 19.4 19 . 4 19.3 19 . 5 T CB20 . 0 4 ' T T T 3118 16.81 FEN 3119 15.79 FEN E U XX X X GR A V E L 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) 12" 45° BEND 12" 22.5° BEND 12" 90° BEND 12" 90° BEND TIE-IN TO EXISTING 12" PLUG 22.5° BEND TIE-IN TO EX. MH 12" 45° BEND 12" 45° BEND 12" 45° BEND 10 . 0 ' 12" C-900 PVC WATERLINE 12" C-900 PVC WATERLINE 12" C-900 PVC WATERLINE 10 . 0 ' 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 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 3 ) 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 3 ) 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 3 ) C6.4 U.S. HYY 117 (COLLEGE RD.) (100' PUBLIC R/W) 122' 12 ' 12 ' 11 ' 11 ' 56.5'100' 12 ' 12 ' 12 ' 48'100.3' 14.0'12.0' U.S. HWY 117 (COLLEGE RD) (100' PUBLIC R/W) 12.0' 39 ' 12 8 ' 1 2 ' 14 ' 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 - 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. U.S. HYY 117 (COLLEGE RD.) (100' PUBLIC R/W) 122' 12 ' 12 ' 11 ' 11 ' 56.5'100' 12 ' 12 ' 12 ' 48'100.3' 14.0'12.0'12.0' 39 ' 12 8 ' 1 2 ' 14 ' 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 - P A V E M E N T P L A N C7.1 12.0 ' PAVING LEGEND: AREA OF NEW ASPHALT. HEAVY DUTY ASPHALT TO BE USED PER NCDOT STANDARDS AREA TO BE MILLED AND RESURFACED. U.S. HYY 117 (COLLEGE RD.) (100' PUBLIC R/W) 1664 13.67 RIP 1665 13.26 RIP 1666 13.61 RIP 1667 12.97 RIP 1668 13.99 RIP 1669 15.63 RIP E C 1670 12.43 RCP 12 1884 17.02 DRAINAGE INLET 1885 16.63 DRAINAGE INLET 1886 14.93 DRAINAGE INLET 1887 15.48 DRAINAGE INLET 3208 10.83 RCP 15 /IN 3209 6.38 RCP 10 / IN 3210 6.27 RCP 60 / OUT 3211 6.52 RCP 18 / IN 3212 12.37 RCP14 / OUT 3218 15.46 RCP14 / IN 3219 15.29 RCP14 / OUT 1215 14.24 STM 1216 14.27 STM 1217 14.29 STM 1218 14.26 STM E C 1220 14.05 RCP 15 1221 14.45 RCP 15 1222 15.27 RCP 12 1223 15.38 RCP 12 1238 15.66 RCP 12 1305 15.59 RCP 12 1038 13.93 RCP 12 1039 14.12 RCP 12 E 1915 8.63 DIP / TOP 1916 5.59 DIP 4.79 DIP 60 2170 12.03 CMP / 12 2171 12.57 CMP / 12 2193 14.08 RCP 12 2194 14.35 RCP 12 E 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 C-1.1 FOR CIVIL NOTES AND ABBREVIATIONS. SEE SHEET C-1.2 FOR LEGEND. SEE SHEET C-2.0 FOR EXISTING CONDITIONS. 2.SEE SHEET C-5.0 FOR GRADING. SEE SHEET C-5.1 FOR DRAINAGE PLAN. SEE SHEET C-5.3 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. 529' CASTLE HAYNE RD. (NC-133) (60' PUBLIC R/W) 39 ' 15 ' T 530' CASTLE HAYNE RD. (NC-133) 39 ' 15 ' Bo w m a n C o n s u l t i n g G r o u p , L t d . bo w m a n c o n s u l t i n g . c o m © B o w m a n C o n s u l t i n g G r o u p , L t d . 88 0 I s l a n d P a r k D r i v e Su i t e 4 0 0 Ch a r l e s t o n , S C 2 9 4 9 2 Ph o n e : ( 8 4 3 ) 5 0 1 - 0 3 3 3 HW Y 1 1 7 ( N . C O L L E G E R O A D ) A N D H W Y 1 3 3 ( C A S T L E H A Y N E R O A D ) CA S T L E H A Y N E , N E W H A N O V E R C O U N T Y , N C ST O R E # 4 8 2 W I L M I N G T O N , N C RO A D W A Y - S I G H T T R I A N G L E ( 1 O F 2 ) C7.3 529' 43 ' 15 ' U.S. HWY 117 (COLLEGE RD) (100' PUBLIC R/W) © 2 0 2 2 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 M a x a r © C N E S ( 2 0 2 2 ) D i s t r i b u t i o n A i r b u s D S 526' 43 ' 15 ' U.S. HWY 117 (COLLEGE RD) (100' 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 - S I G H T T R I A N G L E ( 2 O F 2 ) C7.4 ROYAL FARMS STORE #482 PROPERTY LINE FUEL CANOPY SP2 SP1 SP1-BC SP1-BC SP1SP1 SP1 SP1 SP1 SP1-BC SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 SCA1 CAR WASH P R O P E R T Y L I N E REVISED DATE# SCALE: DRAWN BY: THESE DRAWINGS ARE PROTECTED UNDER THE COPYRIGHT ACT 0F 1976 AND SHALL NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. CONTENT REVISED = NOT REVISED = TITLE BLOCK KEY RA T C L I F F E AR C H I T E C T S 10 4 0 4 S t e v e n s o n R o a d ○ St e v e n s o n , M a r y l a n d 2 1 1 5 3 41 0 - 4 8 4 - 7 0 1 0 ○ Fa x 4 1 0 - 4 8 4 - 3 8 1 9 ○ pe t e r @ r a t c l i f f e a r c h i t e c t s . c o m NOTED 93 6 R I D G E B R O O K R O A D SP A R K S , M D 2 1 1 5 2 PH O N E : ( 4 1 0 ) 3 1 6 - 7 8 0 0 FA X : ( 4 1 0 ) 3 1 6 - 7 8 6 8 WW W . K C I . C O M SITE PLAN - LIGHTING CALCULATIONS1 LC1.1N BET Wi l m i n g t o n , N C ST O R E # 4 8 2 REVISED DATE# SCALE: DRAWN BY: THESE DRAWINGS ARE PROTECTED UNDER THE COPYRIGHT ACT 0F 1976 AND SHALL NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. CONTENT REVISED = NOT REVISED = TITLE BLOCK KEY RA T C L I F F E AR C H I T E C T S 10 4 0 4 S t e v e n s o n R o a d ○ St e v e n s o n , M a r y l a n d 2 1 1 5 3 41 0 - 4 8 4 - 7 0 1 0 ○ Fa x 4 1 0 - 4 8 4 - 3 8 1 9 ○ pe t e r @ r a t c l i f f e a r c h i t e c t s . c o m NOTED 93 6 R I D G E B R O O K R O A D SP A R K S , M D 2 1 1 5 2 PH O N E : ( 4 1 0 ) 3 1 6 - 7 8 0 0 FA X : ( 4 1 0 ) 3 1 6 - 7 8 6 8 WW W . K C I . C O M POLE BASE DETAIL1 CONDUCTORS TO ADJACENT LIGHT FIXTURE PVC SCHEDULE 40 CONDUIT. SIZE AS INDICATED. RIGID METAL CONDUIT WITHIN 5 FEET OF POLE BASE AND FOR STUB-UP INTO BASE. BOLT CIRCLE PROJECTION AND BOLT LENGTH AS SPECIFIED BY LIGHT POLE MANUFACTURER PROVIDE COVER FOR POLE MOUNTING HARDWARE CONDUCTORS TO ADJACENT LIGHT FIXTURE PVC SCHEDULE 40 CONDUIT. SIZE AS INDICATED. RIGID METAL CONDUIT WITHIN 5 FEET OF POLE BASE AND FOR STUB-UP INTO BASE. SQUARE ALUMINUM POLE, NON-TAPERED LC1.2 BET Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage SCA1 15 CANOPY 1 0.9 SP1 6 BEACON PRODUCTS C-70-CRI DATA SHOWN IS SCALED FROM 1148116 1 29122 0.9 Mounting Height 18'-0" 19'-0"VP-L-96NB-280-5K-T4 LARGE VIPER VP-L-96NB-280-5K- -T4 (1).ies SP1-BC LUMINAIRE DETAIL2 1fc CONTOUR FIXTURE TYPE LIGHT FIXTURE POLE PER DETAIL 1 - POLE BASE DETAIL , THIS SHEET, ALL POLE MOUNTED LUMINARIES ARE 90 DEGREES TO THE POLE AND NADIR TO GRADE. HUBBELL OUTDOOR VSH-145-5K7 Vanish Edge-Lit Gas Canopy;VSH-145- 5K7.ies 20195 141.9 VP-L-96L-280- 5K7-4-BC.ies 22161 276.7 SP1-BC 3 BEACON PRODUCTS C-70-CRI DATA SHOWN IS SCALED FROM 3036 1 0.9 19'-0"VP-L-96NB-280-5K-T4-BC LARGE VIPER ***ALL WALLED MOUNTED FIXTURES AND/OR POLE MOUNTED LIGHT FIXTURES SHALL BE MOUNTED 90 DEGREES TO FINISHED GRADE.*** FINISH GRADE PARKING LOT CURB AND GUTTER Wi l m i n g t o n , N C ST O R E # 4 8 2 Statistics Description Symbol Avg Max Min Max/Min Avg/Min FUEL CANOPY 28.5 fc 37.7 fc 17.4 fc 2.2:1 1.6:1 PARKING AREA 6.9 fc 14.5 fc 2.0 fc 7.3:1 3.5:1 Spill Lighting 0.2 fc 0.4 fc 0.0 fc N/A N/A 284.52 569.04 SP2 1 BEACON PRODUCTS C-70-CRI DATA SHOWN IS SCALED FROM 1148116 1 29122 0.9 19'-0"VP-L-96NB-280-5K-T4 LARGE VIPER VP-L-96NB-280-5K- -T4 (1).ies