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CFA 03106 Porters Neck_Civil Set_REV2COVER SHEET C-1.0 GENERAL NOTES 1.CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS AND THE APPROPRIATE STANDARDS AND SPECIFICATIONS ALONG WITH A COPY OF ANY PERMITS AND AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. 2.CONTRACTOR SHALL MEET OR EXCEED ALL SITE WORK SPECIFICATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS FOR ALL MATERIALS AND CONSTRUCTION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING CONSTRUCTION. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS IS ENCOUNTERED. 5.NO REVISION SHALL BE MADE TO THESE PLANS WITH OUT THE APPROVAL OF THE ENGINEER OF RECORD. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 7.ANY REFERENCE TO PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 8.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. CONTACTS SITE DEVELOPMENT PLANS FLOOD ZONE NOTE VICINITY MAP FOR OWNER/TENANT CHICK-FIL-A 5200 BUFFINGTON ROAD ATLANTA, GA 30349 ENGINEER BOWMAN CONSULTING GROUP 10130 PERIMETER PARKWAY, SUITE 100 CHARLOTTE, NC 28216 ANDREA GONZALEZ, PE 980.446.3307 AGONZALEZ@BOWMAN.COM SURVEYOR BOWMAN CONSULTING GROUP 880 ISLAND PARK DRIVE, SUITE 400 CHARLESTON, SC 29492 RICHARD L. WOOTEN, JR., PLS 843.501.0333 RWOOTEN@BOWMAN.COM LEGAL DESCRIPTION (SITE CONTAINS 56,411 SQ FT / 1.30 ACRES) DATUM NOTE NORTH MERIDIAN INFORMATION AS SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 38 INTERNATIONAL FEET, DISTANCES ARE SHOWN IN HORIZONTAL "GROUND DISTANCES". BEGINNING AT A #4 IRON REBAR FOUND LYING AT THE INTERSECTION OF THE NORTH WESTERLY RIGHT-OF-WAY LINE OF HIGHWAY 17 A.K.A. MARKET STREET (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) AND THE NORTH EASTERLY RIGHT-OF-WAY LINE OF PORTER'S NECK ROAD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY). SAID IRON REBAR HAVING THE FOLLOWING NORTH CAROLINA STATE PLANE COORDINATES: NC NAD 83 (2011) N:202702.9224 E:2365691.7614 THENCE FOLLOWING SEVEN (7) COURSES: 1. S 87°34'32" W FOR 26.26 FEET TO AN #5 IRON REBAR SER; THENCE 2. N 47°27'11" W FOR 246.53 FEET TO A PK NAIL FOUND; THENCE 3. N 42°44'17" E FOR 135.54 FEET TO A #4 IRON REBAR FOUND; THENCE 4. S 89°56'35" E FOR 143.92 FEET TO A #4 IRON REBAR FOUND; THENCE 5. S 47°35'52" E FOR 159.22 FEET TO A #4 IRON REBAR FOUND; THENCE 6. S 42°37'09" W FOR 35.03 FEET TO A 1" IRON PIPE FOUND; THENCE 7. S 42°35'18" W FOR 179.57 FEET TO SAID POINT OF BEGINNING. SAID PARCEL CONTAINING 56,411 S.F. OR 1.30 A.C. OF LAND, MORE OF LESS. 195 PORTER'S NECK RD STORE #04082 CHICK-FIL-A PORTERS NECK RD FSU WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PARCEL ID#R02800-001-182-000 THE SURVEYED PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN ZONE X, AS SHOWN ONO FEMA FLOOD INSURANCE RATE MAP FOR NEW HANOVER COUNTY, NORTH CAROLINA COMMUNITY PANEL 3720326000K, EFFECTIVE DATE 08/28/2018. NOT TO SCALE PLANNING & ZONING NEW HANOVER COUNTY PLANNING & LAND USE DEPARTMENT REBEKAH ROTH, PLANNING DIRECTOR 910.798.7465 RROTH@NHCGOV.COM SEWER / WATER CAPE FEAR PUBLIC UTILITY AUTHORITY GARY MCSMITH, PE, CHEIF ENGINEER 910.332.6626 GARY.MCSMITH@CFPUA.ORG STORM DRAINAGE NEW HANOVER COUNTY ENGINEERING DEPT. GALEM JAMISON, PE, CHIEF PROJECT ENGINEER 910.798.7072 GJAMISON@NHCGOV.COM EROSION CONTROL NEW HANOVER COUNTY ENGINEERING DEPT. BETH WETHERILL, EROSION CONTROL SPECIALIST 910.798.7432 BWETHERILL@NHCGOV.COM PROJECT DESCRIPTION SITE DEVELOPMENT PLANS TO PROPOSE DRIVE-THRU, STRIPING, AND REPLACEMENT OF EXISTING SINGLE OMD CANOPY WITH A DUAL OMD CANOPY. FIRE NEW HANOVER FIRE RESCUE DEPARTMENT RAY GRISWOLD, DEPUTY FIRE MARSHAL, CODE ENFORCEMENT 910.798.7448 RGRISWOLD@NHCGOV.COM GAS PIEDMONT NATURAL GAS CUSTOMER SERVICE 800.752.7504 POWER DUKE ENERGY, ZONE 6 BILL WILDER 910.772.4903 BILL.WILDER@DUKE-ENERGY.COM PHONE/CABLE AT&T CHRISTINA COSTON 910.341.7664 SITE Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL Sheet List Table Sheet Number Sheet Title C-1.0 COVER SHEET C-1.1 EXISTING CONDITIONS C-1.2 DEMOLITION PLAN C-2.0 SITE PLAN C-3.0 GRADING PLAN C-3.1 EROSION CONTROL PLAN C-3.2 EROSION CONTROL DETAILS C-4.0 CHICK-FIL-A STANDARD DETAILS C-4.1 CHICK-FIL-A STANDARD DETAILS C-4.2 CHICK-FIL-A STANDARD DETAILS C-4.3 CHICK-FIL-A STANDARD DETAILS L-100 LANDSCAPE PLAN L-101 LANDSCAPE DETAILS L-102 LANDSCAPE & MAINTENANCE SPECIFICATIONS E-102 PHOTOMETRIC PLAN E-103 PHOTOMETRIC CUT SHEET E-104 PHOTOMETRIC CUT SHEET OHE S 18" OAK EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET (DI) SANITARY SEWER MANHOLE (SMH) WATER VALVE FIRE HYDRANT STREET LIGHT / LAMP TREE SIZE & TYPE E C UNDERGROUND GAS SERVICEGG UNDERGROUND ELECTRIC SERVICE T SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS VALVE BOLLARD / POST FLAG POLE MISCELLANEOUS ITEM (AS NOTED) BACK-FLOW PREVENTER BUILDING CONCRETE EM ELECTRIC METER LANDSCAPING S 89 ° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BR O A D L E A F GM S S C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G C CCC C C C C C CC C C G G G G OHE OHE OHE OHE DR I V E TH R U S 87 ° 3 4 ' 3 2 " W 2 6 . 2 6 ' S 4 2 ° 4 5 ' 1 8 " W 1 7 9 . 5 7 ' S 4 2 ° 3 7 ' 0 9 " W 3 5 . 0 3 ' S 47°35'52" E 159.22' N 4 2 ° 4 4 ' 1 7 " E 1 3 5 . 5 4 ' N 47°27'11" W 246.53' (P O B ) #4 I R F N: 2 0 2 7 0 2 . 9 2 2 4 E: 2 3 6 5 6 9 1 . 7 6 1 4 #5 I R S PK F #4 I R F #4 I R F #4 I R F 1" I P F HI G H W A Y 1 7 ( M A R K E T S T . ) VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y (M B . 5 3 P G . 3 0 8 ) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 PI D #R 0 2 8 0 0 - 0 0 1 - 1 8 2 - 0 0 0 LO T 6 P O R T E R S N E C K CR O S S I N G SC A R A F O N I AS S O C I A T E S , I N C . 56 , 4 1 1 S . F . / 1 . 3 0 A . C . FF E : 5 7 . 2 0 BL D G H G T : 2 1 . 8 ' PORTER'S NECK ROAD VARIABLE WIDTH PUBLIC RIGHT-OF-WAY (MB. 53 PG. 308) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 35' SETBACK 60 ' S E T B A C K CL E A R A N C E BA R 8'1 0 " ME N U BO A R D OR D E R ST A N D EM E DI # 1 2 6 9 GR T : 5 3 . 8 4 IE ( A ) : 5 0 . 5 7 IE ( B ) : 5 0 . 2 4 DI # 1 2 7 0 GR T : 5 4 . 3 8 IE : 5 1 . 3 3 DI # 1 2 1 2 GR T : 5 3 . 9 1 IE ( A ) : 4 9 . 5 9 IE ( B ) : 4 9 . 6 1 DI # 1 2 1 1 GR T : 5 5 . 0 5 IE ( A ) : 4 8 . 9 8 IE ( B ) : 4 7 . 6 3 DI # 1 1 5 2 GR T : 5 4 . 7 0 IE ( A ) : 4 8 . 3 0 IE ( B ) : 4 7 . 7 5 IE ( C ) : 4 7 . 5 0 DI # 1 1 5 3 GR T : 5 4 . 4 5 BT M : 4 7 . 6 3 DI # 1 1 3 4 GR T : 5 5 . 8 4 BT M : 4 9 . 2 4 *F O D DI # 1 1 3 0 GR T : 5 4 . 9 0 BT M : 4 9 . 0 3 *F O D 15" H D P E (A) (B) 15" HDPE (B) (A) 15" H D P E 18 " R C P (A) (B ) 18" R C P (B ) (C) (A)24" RCP GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 4' W I R E 4' W I R E GATE SIGN DUMPSTER ENCLOSURE 10.0'10' DRAINAGE AND UTILITY ESMT (MB 53, PG 308) 10 . 0 ' 10 ' D R A I N A G E AN D UT I L I T Y E S M T (M B 5 3 , P G 3 0 8 ) SIGN - BRICK WALL AP P R O X . L O C A T I O N 30 ' P O W E R E S M T . (D B . 5 3 6 9 , P G . 1 4 6 1 ) SS S S S S S S S S S S S S S S S S GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G C CCC C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G EXISTING CONDITIONS C-1.1 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 LEGEND FLOOD ZONE NOTE DATUM NOTE NORTH MERIDIAN INFORMATION AS SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 38 INTERNATIONAL FEET, DISTANCES ARE SHOWN IN HORIZONTAL "GROUND DISTANCES". THE SURVEYED PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN ZONE X, AS SHOWN ONO FEMA FLOOD INSURANCE RATE MAP FOR NEW HANOVER COUNTY, NORTH CAROLINA COMMUNITY PANEL 3720326000K, EFFECTIVE DATE 08/28/2018. Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL OHE S 18" OAK EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET (DI) SANITARY SEWER MANHOLE (SMH) WATER VALVE FIRE HYDRANT STREET LIGHT / LAMP TREE SIZE & TYPE E C UNDERGROUND GAS SERVICEGG UNDERGROUND ELECTRIC SERVICE T SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS VALVE BOLLARD / POST FLAG POLE MISCELLANEOUS ITEM (AS NOTED) BACK-FLOW PREVENTER BUILDING CONCRETE EM ELECTRIC METER LANDSCAPING S 89 ° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BR O A D L E A F GM S S C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C G G G G OHE OHE OHE OHE DR I V E TH R U S 87 ° 3 4 ' 3 2 " W 2 6 . 2 6 ' S 4 2 ° 4 5 ' 1 8 " W 1 7 9 . 5 7 ' S 4 2 ° 3 7 ' 0 9 " W 3 5 . 0 3 ' S 47°35'52" E 159.22' N 4 2 ° 4 4 ' 1 7 " E 1 3 5 . 5 4 ' N 47°27'11" W 246.53' (P O B ) #4 I R F N: 2 0 2 7 0 2 . 9 2 2 4 E: 2 3 6 5 6 9 1 . 7 6 1 4 #5 I R S PK F #4 I R F #4 I R F #4 I R F 1" I P F HI G H W A Y 1 7 ( M A R K E T S T . ) VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y (M B . 5 3 P G . 3 0 8 ) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 PI D #R 0 2 8 0 0 - 0 0 1 - 1 8 2 - 0 0 0 LO T 6 P O R T E R S N E C K CR O S S I N G SC A R A F O N I AS S O C I A T E S , I N C . 56 , 4 1 1 S . F . / 1 . 3 0 A . C . FF E : 5 7 . 2 0 BL D G H G T : 2 1 . 8 ' PORTER'S NECK ROAD VARIABLE WIDTH PUBLIC RIGHT-OF-WAY (MB. 53 PG. 308) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 35' SETBACK 60 ' S E T B A C K CL E A R A N C E BA R 8'1 0 " ME N U BO A R D OR D E R ST A N D EM E GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 4' W I R E 4' W I R E GATE SIGN DUMPSTER ENCLOSURE 10.0'10' DRAINAGE AND UTILITY ESMT (MB 53, PG 308) 10 . 0 ' 10 ' D R A I N A G E AN D UT I L I T Y E S M T (M B 5 3 , P G 3 0 8 ) SIGN - BRICK WALL AP P R O X . L O C A T I O N 30 ' P O W E R E S M T . (D B . 5 3 6 9 , P G . 1 4 6 1 ) SS S S S S S S S S S S S S S S S S GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G STORM STRUCTURE TO BE PROTECTED DURING CONSTRUCTION OMD CANOPY TO BE REMOVED X DEMOLITION PLAN C-1.2 1 CONCRETE CURB TO BE REMOVED 3 DEMOLITION NOTES 2 PAVEMENT MARKINGS TO BE REMOVED GENERAL DEMOLITION NOTES 1.THE LOCATION OF THE UTILITIES SHOWN HAVE BEEN DETERMINED BY INFORMATION GATHERED AND SHALL NOT BE USED AS EXACT. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES TO VERIFY EXACT LOCATIONS PRIOR TO DEMOLITION. 2.THE CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES FOR REMOVAL AND RELOCATIONS OF THE RESPECTIVE UTILITY. THE CONTRACTOR SHALL VERIFY ANY WORK THAT MAY BE DONE BY THE UTILITY COMPANIES. 3.CONTRACTOR SHALL PROTECT THE PUBLIC WITH BEST MANAGEMENT PRACTICES. 4.CONTRACTOR SHALL PROTECT AND MAINTAIN ALL STRUCTURES, PAVEMENT, AND VEGETATION THAT IS NOT TO BE DISTURBED AND IS RESPONSIBLE FOR ANY DAMAGES TO THEM. 5.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL MATERIALS RESULTING FROM THE WORK, ACCORDING TO GOVERNING AUTHORITIES AND SHALL OBTAIN THE PROPER PERMITS REQUIRED FOR DISPOSAL AND DEMOLITION. 6.THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO DEMOLITION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICES TO ANY NECESSARY UTILITIES DURING CONSTRUCTION. 8.FOR ALL ITEMS NOTED TO BE REMOVED, REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALSO REMOVE ALL UNDERGROUND ELEMENTS AS WELL INCLUDING, BUT NOT LIMITED TO; FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, PIPES, TANKS, ETC. 9.BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK MEETING THE REQUIREMENTS FOR FILL OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT FOR THIS SITE. 10.ASBESTOS AND ANY OTHER HAZARDOUS MATERIAL SHALL BE PROPERLY PERMITTED AND REMOVED BY THE CONTRACTOR. CONTRACTOR SHALL SECURE ALL PERMITS FOR DEMOLITION AND REMOVAL OF MATERIALS FROM THE SITE. 11.LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE PLANS. ANY DAMAGE TO ANY SURROUNDING AREAS SHALL BE REPAIRED / REPLACED AT THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, PAVEMENT, UTILITIES, LANDSCAPE, ETC. FROM DAMAGE DURING CONSTRUCTION. 12.CONTRACTOR SHALL ENSURE THAT SERVICES TO ALL UTILITIES TO BE REMOVED HAS BEEN DISCONTINUED AND SHUT OFF. ALL UTILITY LINES SHALL BE CAPPED PER UTILITY COMPANY STANDARDS. 13.PERIMETER TREES, LANDSCAPING, AND UTILITIES TO REMAIN UNLESS OTHERWISE NOTED. 14.PROPOSED LIMIT OF DISTURBANCE =0.27 ACRES. LANDLORD RESPONSIBILITIES 1.COMPLETION OF ALL NECESSARY AND APPROPRIATE ACCESS DRIVES AND CURB CUTS 2.DEMOLITION OF EXISTING IMPROVEMENTS AND REMOVAL OF ALL DEBRIS INCLUDING ANY UNDERGROUND FOUNDATIONS OR FOOTINGS LEGEND DEMO CURB DEMO PAVEMENT MARKINGS RELOCATE ITEM DEMO LANDSCAPE AREA LIGHT POLE TO BE RELOCATED/REPLACED 4 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 SIGN TO BE RELOCATED CLEARANCE BAR TO BE REMOVED 5 LIMIT OF DISTURBANCE 6 LANDSCAPED AREA TO BE REMOVED Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL DEMO CANOPY CANOPY TO BE REMOVED7 DEMO CLEARANCE BAR X S 89 ° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BR O A D L E A F GM S S C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C G G G G OHE OHE OHE OHES 87 ° 3 4 ' 3 2 " W 2 6 . 2 6 ' S 4 2 ° 4 5 ' 1 8 " W 1 7 9 . 5 7 ' S 4 2 ° 3 7 ' 0 9 " W 3 5 . 0 3 ' S 47°35'52" E 159.22' N 4 2 ° 4 4 ' 1 7 " E 1 3 5 . 5 4 ' N 47°27'11" W 246.53' (P O B ) #4 I R F N: 2 0 2 7 0 2 . 9 2 2 4 E: 2 3 6 5 6 9 1 . 7 6 1 4 #5 I R S PK F #4 I R F #4 I R F #4 I R F 1" I P F HI G H W A Y 1 7 ( M A R K E T S T . ) VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y (M B . 5 3 P G . 3 0 8 ) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 PI D #R 0 2 8 0 0 - 0 0 1 - 1 8 2 - 0 0 0 LO T 6 P O R T E R S N E C K CR O S S I N G SC A R A F O N I AS S O C I A T E S , I N C . 56 , 4 1 1 S . F . / 1 . 3 0 A . C . FF E : 5 7 . 2 0 BL D G H G T : 2 1 . 8 ' PORTER'S NECK ROAD VARIABLE WIDTH PUBLIC RIGHT-OF-WAY (MB. 53 PG. 308) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 35' SETBACK 60 ' S E T B A C K ME N U BO A R D OR D E R ST A N D EM E GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 4' W I R E 4' W I R E GATE SIGN DUMPSTER ENCLOSURE 10.0'10' DRAINAGE AND UTILITY ESMT (MB 53, PG 308) 10 . 0 ' 10 ' D R A I N A G E AN D UT I L I T Y E S M T (M B 5 3 , P G 3 0 8 ) SIGN - BRICK WALL AP P R O X . L O C A T I O N 30 ' P O W E R E S M T . (D B . 5 3 6 9 , P G . 1 4 6 1 ) SS S S S S S S S S S S S S S S S S GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G PROPOSED CURB AND GUTTER TO TIE INTO EXISTING TH R U TR A F F I C DR I V E TH R U DR I V E TH R U PROPOSED CURB AND GUTTER TO TIE INTO EXISTING PROPOSED CURB AND GUTTER TO TIE INTO EXISTING 2.0' 9.5' 3.0' 9.5' 24 . 0 ' 2. 0 ' 10 . 0 ' 3. 0 ' 10 . 0 ' 1 0 . 0 ' R20.0' R5.0' R5.0' R20.0' R20.0' R20.0' PROPOSED DUAL OMD CANOPY WITH COLUMNS OUTSIDE CURB LINE (BY OTHERS) PROPOSED CURB AND GUTTER TO TIE INTO EXISTING R25.0' R2.0' 1 0 . 0 ' R31.0' R28.0' OHE S 18" OAK EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET (DI) SANITARY SEWER MANHOLE (SMH) WATER VALVE FIRE HYDRANT STREET LIGHT / LAMP TREE SIZE & TYPE E C UNDERGROUND GAS SERVICEGG UNDERGROUND ELECTRIC SERVICE T SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS VALVE BOLLARD / POST FLAG POLE MISCELLANEOUS ITEM (AS NOTED) BACK-FLOW PREVENTER BUILDING CONCRETE EM ELECTRIC METER LANDSCAPING SITE PLAN C-2.0 CONTRACTOR MUST REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF ALL OUTSIDE DOORS AND BUILDING UTILITIES LEGEND PROP. CONC. PAVEMENT PROP. ASPHALT DRIVE PROP. DIRECTIONAL ARROWS PROP. CURB & GUTTER PROP. SIGN 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 GENERAL NOTES 1.CONTRACTOR TO CONTACT DRY UTILITY COMPANIES FOR CONFLICTS WITH EXISTING DRY UTILITY LINES. 2.CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR CONFLICTS WITH EXISTING WATER AND/OR SEWER LINES. 3.LANDSCAPE REQUIREMENTS TO BE FULFILLED PER NEW HANOVER ZONING ORDINANCE PRIOR TO SITE PLAN APPROVAL. SITE SUMMARY JURISDICTION NEW HANOVER ZONING B-1, NEIGHBORHOOD BUISNESS USE FAST-FOOD RESTAURANT W/ DRIVE-THRU TYPE OF CONSTRUCTION COMMERCIAL PARCEL ID #R02800-001-182-000 LOT AREA SITE AREA 56,411 SQ FT / 1.30 AC DISTURBED AREA 0.27 ACRES AC AREA TABLE: EXISTING AREA ADDITIONAL AREA PROPOSED AREA IMPERIOUS 39,082 SQ FT / 0.90 AC / 69.3%+2,942 SQ FT 42,024 SQ FT / 0.96 AC / 74.5% PERVIOUS 17,329 SQ FT / 0.40 AC / 30.7%14,387 SQ FT / 0.33 AC / 25.5% SITE CALLOUTS 1 PROP. CONCRETE PAVING DRIVE-THRU LANE (TYP.) 2 3 PROP. CURB AND GUTTER 4 5 6 PROP. SOLID 4" YELLOW STRIPING ON ENDS W/ 4" WIDE STRIPES @ 3' O.C., YELLOW REFLECTIVE PAINT WITH ANTI-SLIP ADHESIVE PROP. 24" STOP BAR (TYP.) PROP. SINGLE CLEARANCE HEIGHT BAR (TYP.) Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL RELOCATED LIGHT POLES 7 PROP. DIRECTIONAL ARROW (TYP.) PARKING SUMMARY: REQUIREMENT SPACES REQUIRED PARKING 1 SPACE/ 1,000 SF OF SEATING AREA 4,995/ 1,000 SF = 5 SPACES EXISTING PARKING 1 SPACE/ 1,000 SF OF SEATING AREA 60 REGULAR SPACES PLUS 3 HANDICAP SPACES = 63 TOTAL PROVIDED PARKING 1 SPACE/ 1,000 SF OF SEATING AREA 59 REGULAR SPACES PLUS 3 HANDICAP SPACES = 62 TOTAL MINIMUM REQUIRED STACKING NONE NONE 8 PROP. PAVEMENT MARKING TEXT (TYP.) OHE S 18" OAK EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET (DI) SANITARY SEWER MANHOLE (SMH) WATER VALVE FIRE HYDRANT STREET LIGHT / LAMP TREE SIZE & TYPE E C UNDERGROUND GAS SERVICEGG UNDERGROUND ELECTRIC SERVICE T SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS VALVE BOLLARD / POST FLAG POLE MISCELLANEOUS ITEM (AS NOTED) BACK-FLOW PREVENTER BUILDING CONCRETE EM ELECTRIC METER LANDSCAPING S 89 ° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BR O A D L E A F GM S S C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C G G G G OHE OHE OHE OHES 87 ° 3 4 ' 3 2 " W 2 6 . 2 6 ' S 4 2 ° 4 5 ' 1 8 " W 1 7 9 . 5 7 ' S 4 2 ° 3 7 ' 0 9 " W 3 5 . 0 3 ' S 47°35'52" E 159.22' N 4 2 ° 4 4 ' 1 7 " E 1 3 5 . 5 4 ' N 47°27'11" W 246.53' (P O B ) #4 I R F N: 2 0 2 7 0 2 . 9 2 2 4 E: 2 3 6 5 6 9 1 . 7 6 1 4 #5 I R S PK F #4 I R F #4 I R F #4 I R F 1" I P F HI G H W A Y 1 7 ( M A R K E T S T . ) VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y (M B . 5 3 P G . 3 0 8 ) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 PI D #R 0 2 8 0 0 - 0 0 1 - 1 8 2 - 0 0 0 LO T 6 P O R T E R S N E C K CR O S S I N G SC A R A F O N I AS S O C I A T E S , I N C . 56 , 4 1 1 S . F . / 1 . 3 0 A . C . FF E : 5 7 . 2 0 BL D G H G T : 2 1 . 8 ' PORTER'S NECK ROAD VARIABLE WIDTH PUBLIC RIGHT-OF-WAY (MB. 53 PG. 308) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 35' SETBACK 60 ' S E T B A C K ME N U BO A R D OR D E R ST A N D EM E DI # 1 2 6 9 GR T : 5 3 . 8 4 IE ( A ) : 5 0 . 5 7 IE ( B ) : 5 0 . 2 4 DI # 1 2 7 0 GR T : 5 4 . 3 8 IE : 5 1 . 3 3 DI # 1 2 1 2 GR T : 5 3 . 9 1 IE ( A ) : 4 9 . 5 9 IE ( B ) : 4 9 . 6 1 DI # 1 2 1 1 GR T : 5 5 . 0 5 IE ( A ) : 4 8 . 9 8 IE ( B ) : 4 7 . 6 3 DI # 1 1 5 2 GR T : 5 4 . 7 0 IE ( A ) : 4 8 . 3 0 IE ( B ) : 4 7 . 7 5 IE ( C ) : 4 7 . 5 0 DI # 1 1 5 3 GR T : 5 4 . 4 5 BT M : 4 7 . 6 3 DI # 1 1 3 4 GR T : 5 5 . 8 4 BT M : 4 9 . 2 4 *F O D DI # 1 1 3 0 GR T : 5 4 . 9 0 BT M : 4 9 . 0 3 *F O D 15" H D P E (A) (B) 15" HDPE (B) (A) 15" H D P E 18 " R C P (A) (B ) 18" R C P (B ) (C) (A)24" RCP GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 4' W I R E 4' W I R E GATE SIGN DUMPSTER ENCLOSURE 10.0'10' DRAINAGE AND UTILITY ESMT (MB 53, PG 308) 10 . 0 ' 10 ' D R A I N A G E AN D UT I L I T Y E S M T (M B 5 3 , P G 3 0 8 ) SIGN - BRICK WALL AP P R O X . L O C A T I O N 30 ' P O W E R E S M T . (D B . 5 3 6 9 , P G . 1 4 6 1 ) SS S S S S S S S S S S S S S S S S GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G TH R U TR A F F I C DR I V E TH R U DR I V E TH R U 6" HDPE 90° BEND INV. = 54.35' 6" HDPE 22.5° BEND INV. = 52.22' 6" HDPE 45° BEND INV. = 51.90' 6"X3" HDPE WYE INV. = 53.79' 6"X3" HDPE TEE INV. = 53.19' 27' 6" HDPE @2.00% 19' 6'' DIP @2.00% 29' 6" HDPE @2.00% 48' 6" HDPE @2.00%16' 6 " H D P E @2. 0 0 % INTERNAL DOWNSPOUT WITHIN COLUMN TO DRAIN BELOW UNDERGROUND 3" DOWNSPOUT TO CONNECT TO 6" STORM SEWER COLLECTOR PIPE WITH 45° BEND AND 3" PVC DRAIN PIPE PER CANOPY DOWNSPOUT CONNECTION DETAIL ON SHEET C-4.3. 3" PVC DRAIN PIPE 3" PVC DRAIN PIPE INTERNAL DOWNSPOUT WITHIN COLUMN TO DRAIN BELOW UNDERGROUND 3" DOWNSPOUT TO CONNECT TO 6" STORM SEWER COLLECTOR PIPE WITH 45° BEND AND 3" PVC DRAIN PIPE PER CANOPY DOWNSPOUT CONNECTION DETAIL ON SHEET C-4.3. 3" PVC DRAIN PIPE INTERNAL DOWNSPOUT WITHIN COLUMN TO DRAIN BELOW UNDERGROUND 3" DOWNSPOUT TO CONNECT TO 6" STORM SEWER COLLECTOR PIPE WITH 45° BEND AND 3" PVC DRAIN PIPE PER CANOPY DOWNSPOUT CONNECTION DETAIL ON SHEET C-4.3. PROPOSED 6" HDPE CANOPY DRAIN PIPE TO TIE INTO EXISTING STRUCTURE, CONTRACTOR TO VERIFY INVERTS PRIOR TO CONSTRUCITO AND NOTIFY ENGINEER OF ANY DECRAPANCIES STORM TIE IN INV. IN = 51.50 GRADING PLAN C-3.0 LEGEND PROP. CONC. PAVEMENT PROP. CURB & GUTTER PROP. SPOT ELEVATION XX XX PROP. MATCH EXISITNG ELEVATION ME XX XX PROP. HIGH POINT ELEVATION HP XX XX 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL FLOOD ZONE NOTE DATUM NOTE NORTH MERIDIAN INFORMATION AS SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 38 INTERNATIONAL FEET, DISTANCES ARE SHOWN IN HORIZONTAL "GROUND DISTANCES". THE SURVEYED PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN ZONE X, AS SHOWN ONO FEMA FLOOD INSURANCE RATE MAP FOR NEW HANOVER COUNTY, NORTH CAROLINA COMMUNITY PANEL 3720326000K, EFFECTIVE DATE 08/28/2018. OHE S 18" OAK EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET (DI) SANITARY SEWER MANHOLE (SMH) WATER VALVE FIRE HYDRANT STREET LIGHT / LAMP TREE SIZE & TYPE E C UNDERGROUND GAS SERVICEGG UNDERGROUND ELECTRIC SERVICE T SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS VALVE BOLLARD / POST FLAG POLE MISCELLANEOUS ITEM (AS NOTED) BACK-FLOW PREVENTER BUILDING CONCRETE EM ELECTRIC METER LANDSCAPING S 89 ° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BR O A D L E A F GM S S C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C G G G G OHE OHE OHE OHES 87 ° 3 4 ' 3 2 " W 2 6 . 2 6 ' S 4 2 ° 4 5 ' 1 8 " W 1 7 9 . 5 7 ' S 4 2 ° 3 7 ' 0 9 " W 3 5 . 0 3 ' S 47°35'52" E 159.22' N 4 2 ° 4 4 ' 1 7 " E 1 3 5 . 5 4 ' N 47°27'11" W 246.53' (P O B ) #4 I R F N: 2 0 2 7 0 2 . 9 2 2 4 E: 2 3 6 5 6 9 1 . 7 6 1 4 #5 I R S PK F #4 I R F #4 I R F #4 I R F 1" I P F HI G H W A Y 1 7 ( M A R K E T S T . ) VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y (M B . 5 3 P G . 3 0 8 ) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 PI D #R 0 2 8 0 0 - 0 0 1 - 1 8 2 - 0 0 0 LO T 6 P O R T E R S N E C K CR O S S I N G SC A R A F O N I AS S O C I A T E S , I N C . 56 , 4 1 1 S . F . / 1 . 3 0 A . C . FF E : 5 7 . 2 0 BL D G H G T : 2 1 . 8 ' PORTER'S NECK ROAD VARIABLE WIDTH PUBLIC RIGHT-OF-WAY (MB. 53 PG. 308) PI D # R 0 2 8 0 0 - 0 0 1 - 1 8 3 - 0 0 0 AC P R L E A S E H O L D , L L C . (L O T 7 P O R T E R S N E C K C R O S S I N G ) BK . 5 5 0 3 , P G . 1 5 5 35' SETBACK 60 ' S E T B A C K ME N U BO A R D OR D E R ST A N D EM E GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 4' W I R E 4' W I R E GATE SIGN DUMPSTER ENCLOSURE 10.0'10' DRAINAGE AND UTILITY ESMT (MB 53, PG 308) 10 . 0 ' 10 ' D R A I N A G E AN D UT I L I T Y E S M T (M B 5 3 , P G 3 0 8 ) SIGN - BRICK WALL AP P R O X . L O C A T I O N 30 ' P O W E R E S M T . (D B . 5 3 6 9 , P G . 1 4 6 1 ) SS S S S S S S S S S S S S S S S S GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) C C C C C C C C C C C C C C G G G G G G G GGGGGGGGGGG GGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G TH R U TR A F F I C DR I V E TH R U DR I V E TH R U EROSION CONTROL PLAN C-3.1 LEGEND LIMIT OF DISTURBANCE 1.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED AND THAT CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DIRECTED BY PERMITTING AGENCY AND OWNER OR AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 2.PERMIT(S) FOR ANY CONSTRUCTION ACTIVITY MUST BE MAINTAINED ON SITE AT ALL TIMES. 3.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE DUKE POWER GENERIC PERMIT. 4.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 5.ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 6.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 7.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 8.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 9.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. 10.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY STOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. 11.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SODDED/LANDSCAPED PER PLANS. THESE AREA SHALL BE SODDED/LANDSCAPED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 12.IF THE ACTION OF VEHICLES TRAVELING OVER THE CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 13.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 14.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 15.ON-SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH FDEP GENERIC PERMIT REQUIREMENTS. 16.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 17.DUE TO CONSTRUCTION ACTIVITIES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES TO PREVENT EROSION AND SEDIMENTATION. 18.CONTRACTOR SHALL DESIGNATE/IDENTIFY AREAS INSIDE THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. 19.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH THE EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. 20.ALL EXISTING SIGNALIZATION EQUIPMENT TO REMAIN IS ASSUMED TO BE IN GOOD WORKING ORDER UNLESS NEW HANOVER COUNTY IS NOTIFIED IN WRITING PRIOR TO THE START OF CONSTRUCTION. ANY SUBSEQUENT DAMAGE TO THE SIGNAL EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 21.THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER NORTH CAROLINA STORMWATER, EROSION AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BY PHONE AT ALL TIMES DURING THE CONSTRUCTION ACTIVITIES. (ONCE CONTRACTOR IS SELECTED, A QUALIFIED FOREMAN/SUPERVISOR WILL BE DESIGNATED AND AVAILABLE AT THE PRE-CONSTRUCTION MEETING) 22.ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED, DURING ANY PHASE OF DEVELOPMENT, AT THE DISCRETION OF THE COUNTY'S INSPECTOR. GENERAL EROSION CONTROL NOTES 1.CONDUCT PRE-CONSTRUCTION MEETING WITH THE JURISDICTION TO DISCUSS EROSION AND SEDIMENT CONTROLS AND CONSTRUCTION PHASING. 2.INSTALL INLET PROTECTION AND SILT FENCE ON THE SITE AS SHOWN. 3.PREPARE TEMPORARY PARKING AND STORAGE AREAS AS SEE FIT BY THE CONTRACTOR AND STORE MANAGER. 4.DEMO EXISTING LANDSCAPE PAVEMENT, PAVEMENT MARKINGS, AND CURB AND GUTTER AS SHOWN ON THE DEMOLITION PLAN. 5.BEGIN GRADING THE SITE. 6.BEGIN SUBGRADE PREPARATION. 7.BEGIN INSTALLATION OF CURB, GUTTER, AND PAVING. 8.COMPLETE PERMANENT STABILIZATION ON AREAS WHERE CONSTRUCTION HAS BEEN COMPLETED. 9.COMPLETE FINAL GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 10.OBTAIN CONCURRENCE FROM THE OWNER AND THE COUNTY THAT THE SITE HAS BEEN FULLY STABILIZED. 11.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 12.STABILIZE ALL AREAS DISTURBED BY BMP REMOVAL. CONTRACTOR MAY COMPLETE CONSTRUCTION RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE DETERMINED BY THE PROJECT CONSTRUCTION PROGRESS AND RECORDED BY THE GENERAL CONTRACTOR ON THESE PLANS. CONSTRUCTION SEQUENCE PROP. SILT FENCE CONST. SILT FENCE1 2 CONST. FILTER SACK INLET PROTECTION EROSION CONTROL NOTES PROP. CURB INLET PROTECTION 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL EROSION CONTROL DETAILS C-3.2 NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This General Permit as well as the Certificate of Coverage, after it is received. (b)Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that Must be Reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d)Anticipated bypasses and unanticipated bypasses. (e)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A BELOW GRADE WASHOUT STRUCTURE 1:1SIDE SLOPE(TYP.) 10 MILPLASTICLINING 3'- 0 " MIN . & X ' MAX . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGHCOHESIVE &LOW FILTRATIONSOIL BERM 8" 6" 2' HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.) 10 MILPLASTIC LINING B B 3'-0 " MIN . & X ' MA X . A SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETEWASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.) SILT FENCE 10 ' MIN 10'MIN SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL C-4.0 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL CHICK-FIL-A STANDARD DETAILS 1'-8" 3'- 0 " 1' - 4 " 3' - 0 " 8"4" 1'-8" 4" 4" 8" 4" PAINTED LINE (TYP.) 8" DIAM. 1'- 4 " 10 " 1'- 1 0 " 8" 1'-2" 14"R 4" 3' R PAINT SOLID PAINT SOLID 1'- 2 " 1'- 8 " 1'- 8 " 1'- 2 " 3'-0" 1'-0"1'-2"1'-0"1'-2" 3' - 0 " 3' - 0 " NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. DRIVE-THRU NOT TO SCALE ACCESSIBILITY SYMBOL NOT TO SCALE STOP BAR NOT TO SCALE DIRECTIONAL ARROW NOT TO SCALE 6'-0" 6'- 0 " 3' - 0 " 1'-8" 24" SEE PLAN 5 1/2" 10" EDGE OF PAVEMENT OR FACE OF CURB 1'-8"1'-8" STOP BAR 8'-5" 1'-8" 4'- 0 " ED G E O F P A V E M E N T OR F A C E O F C U R B 5 1/2" BOLLARD MOUNTED SIGN NOT TO SCALE 7 C-4.0 PARKING STALL LAYOUT AND STRIPING NOT TO SCALE 5 C-4.0 PAVEMENT MARKINGS - 2 NOT TO SCALE 2 C-4.0 PAVEMENT MARKINGS - 1 NOT TO SCALE 1 C-4.0 NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSI CONCRETE 2'- 6 " 6" 2'-0" 2"X2" SQUARE TUBING PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 3'- 0 " NOTE: SIGNS SHALL BE FABRICATED USING S/F 0.08 NON-ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. 60° PARKING 8.0' V A N 8.0' C A R ACCESSIBLE PARKING SIGN IN BOLLARD 24" CONCRETE CURB & GUTTER : 30° 20 . 1 ' * * TY P I C A L 9.0' TYPIC A L 60° 8.0' PARKING LOT STRIPING SPECIFICATIONS: STANDARDS: 1.ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 2.SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR OR SURFACE TEMPERATURES ARE BELOW 40°F. 3.APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: AIRLESS ·PRESSURE 1800-2700 PSI ·HOSE 14"-38" ID ·TIP 0.015"-0.017" ·FILTER 60 MESH ·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 CONVENTIONAL ·GUN BLINKS 21 (BLEEDER) OR EQUIVALENT ·FLUID NOZZLE #68 ·AIR NOZZLE INTERNAL MIX, #709 ·ATOMIZATION PRESSURE 45-80 PSI ·FLUID PRESSURE 40-70 PSI ·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 ·SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS. ·MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES. ·GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER OPENING. 4.0' PAINTED ACCESSIBILITY SYMBOL SIDEWALK ACCESSIBLE RAMP 7.5 ' M I N . BOLLARD 8 C-401 1B C-400 7 C-4011 C-401 NOTES 1.ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2.PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3.GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS, THIS DETAIL. 4.CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5.CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6.ACCESSIBLE PARKING AND ACCESSIBLE AISLE STRIPING COLOR SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY REQUIREMENTS. 7.NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 8.ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 9.ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE NOTED. 10.STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5.0' AWNING 24" MIN. ** 60° PARKING STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. 9.0' TYPIC A L 4.0' 45° 2'- 0 " 6 C-4.0 CURB RAMP w/ FLARED SIDES NOT TO SCALE 9 C-4.0 CURB RAMP w/ SHORT FLARED SIDES NOT TO SCALE 8 C-4.0 MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT 7' M I N . 1' MIN. TRANSITION 6" 6" 1V:14H MAX. 1' MIN. TRANSITION CURB CURB 24 " FLARED SIDES GRASSGRASS 12 C-401 3'x 3 ' LA N D I N G CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT 7' M I N . 1V:12H MAX. 6' MIN. TRANSITION 6" 6" 1V:14H MAX. 1V:12H MAX. 6' MIN. TRANSITION CURB SIDEWALK CURB SIDEWALK 24 " DETECTABLE WARNING DEVICE (WHERE REQUIRED) FLARED SIDES 1V:12H MAX.12 C-401 3' x 3 ' LA N D I N G * SIDE FLARES TO BE 1:12 WHERE THERE IS NO LANDING AT TOP OF RAMP. GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. SOLID PLASTIC WHEEL STOP NOT TO SCALE 6'-0" 4- 12" 7" (3) 8" LAGS FOR CONCRETE PAVEMENT OR 12" GALVANIZED PLATED SPIKES FOR ASPHALT PAVEMENT REQUIRED FOR EACH WHEEL STOP. SEE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. NOTES: 1.MATERIAL: SOLID POLYETHYLENE 2.WHEEL STOP COLOR: YELLOW 3.MANUFACTURER - PLASTICS-R-UNIQUE, INC. 352 MILL STREET WADSWORTH, OH 44281 CONTACT - BOBBIE PERTIE 330-334-4820 PHONE 330-334-4720 FAX 4.USE ONLY MANUFACTURER SUPPLIED LAGS AND SPIKES. 5.PRE-DRILL HOLES THROUGH PARKING SURFACES (34" BIT FOR LAGS AND 38" BIT FOR SPACES). 6.FILL PRE-DRILLED HOLES WITH HEAVY DUTY CONSTRUCTION ADHESIVE SUCH AS PL400. 2' - 0 " 2' - 0 " NOTE: WHEEL STOPS ONLY TO BE USED WHEN NO OTHER PRACTICAL OPTION EXISTS. DETECTABLE WARNING DEVICE (WHERE REQUIRED)12 " 4" LANDSCAPE AREA LANDSCAPE AREA WIDT H V A R I E S 4" (4' M I N . W I D T H ) 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN)PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION EXPANSION JOINT SEE S I T E P L A N 1:14 M A X . S L O P E DO N O T E X C E E D BOTH RAMP CURBS TO BE PAINTED YELLOW (SEE PARKING LOT STRIPING SPECIFICATION) EXPANSION JOINT EXPANSION JOINT CONTR A C T I O N JOINT CONTRA C T I O N JOINT RETURNED CURB RAMP NOT TO SCALE 10 C-4.0 5 C-400 14 C-401 14 C-401 14 C-40114 C-401 CONCRETE SIDEWALK CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. 4 C-4.0 CROSSWALK MARKINGS NOT TO SCALE 3 C-4.0 PAINT SOLID MULTI-LANE SPLIT MULTI-LANE MERGE 5' 1. 5 ' 2. 5 ' 5' 1. 5 ' 2. 5 ' PAINT SOLID NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. MULTI-LANE DIRECTIONAL GRAPHICS NOT TO SCALE 12" WIDE STRIPES @ 36" CENTERS SEE SITE PLAN AND GUTTER TYPICAL CURB SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN VA R I E S ( 6 ' M I N . ) (S E E S I T E P L A N ) SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT AND YELLOW REFLECTIVE PAINT ON CONCRETE. 1A C-400 1B C-400 2A C-400 2B C-400 DETECTABLE WARNING DEVICE (WHERE REQUIRED) 12 C-401 NOTE: IF STOP SIGN IS PROPOSED, "STOP" LETTERING GRAPHIC IS NOT REQUIRED. 90° PARKING 8.0' VAN 24" CONCRETE CURB & GUTTER 9.0' TYPICAL 18 . 0 ' TY P I C A L 8.0' 4.0' SIDEWALK ACCESSIBLE RAMP 7.5 ' M I N . BOLLARD 18 C-401 17 C-401 11 C-401 5.0' AWNING 24" MIN. 9.0' TYPICAL 4.0' 8.0' CAR ACCESSIBLE PARKING SIGN IN BOLLARD PAINTED ACCESSIBILITY SYMBOL 1B C-400 C-4.1 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL CHICK-FIL-A STANDARD DETAILSCONCRETE CURB & GUTTER NOT TO SCALE CONCRETE SIDEWALK w/ CURB & GUTTER NOT TO SCALE CONCRETE SIDEWALK NOT TO SCALE 8 C-4.1 5 C-4.1 4 C-4.1 NOTES: 1.CONTRACTION JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4 DEEP, WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. BUILDING BUILDING FOOTING SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK-OF-SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB AND SIDEWALK JOINTS. COMPACTED SUBGRADE AS SPECIFIED 7' MIN. (SEE SITE PLAN) 24" CONCRETE CURB & GUTTER PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT SLOPE 1.5% MAX. 4" AGGREGATE BASE COURSE (MIN.) EXPANSION JOINT EXPANSION JOINT 8 C-401 4 C-401 4 C-401 12 " 6" NOTES: 1.CONCRETE FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. 2.CONSTRUCTION STAKING FOR CURBING 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 PARALLEL WITH PAVING OF BASE COURSE. 4.CONTRACTION JOINTS @ 10'-0" O.C. TOOLED 14" (± 116", -0) WIDE, 1" OR MAX. D/4 DEPTH WHICHEVER IS GREATER. EXPANSION JOINTS @ 40'-0" MAX., AT ENDS OF RADIUS, AND A MINIMUM OF 5 FEET FROM INLET STRUCTURES, UNLESS APPROVED OR INDICATED OTHERWISE ON PLANS. 5.GUTTER SLOPE AT ACCESSIBLE SPACES TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL. 6.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 7.LIGHT BROOM FINISH; PERPENDICULAR TO CURB. CATCHING CURB AND GUTTER 112"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 6" 13 " 6" SPILLING CURB AND GUTTER 112"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 6" 12 " 7" 1- 1 / 8 " BA LIGHT BROOM FINISH 1- 1 / 8 " DEPRESSED SPILLING CURB AND GUTTER 112"R 7" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R C 6" DEPRESSED CATCHING CURB AND GUTTER 112"R 7" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 7 1 / 2 " D LIGHT BROOM FINISH 6" 3/ 4 " 2'-0" 6" LIGHT BROOM FINISH 5.0% MAX. 3/ 4 " 5.0% MAX. 34" PER FT.34" PER FT. LIGHT BROOM FINISH 1.5% MAX. SLOPE ROADWAY GUTTER PAN DEPRESSED CURB 1.5% MAX. SLOPE ROADWAY GUTTER PAN SPILLING GUTTER SECTION AT ACCESSIBLE RAMPE CATCHING GUTTER SECTION AT ACCESSIBLE RAMPF X X X XX X XXXXXX 12" EXPANSION JOINT (SEE NOTE #1) SMOOTH TOOLED FINISH AROUND ALL EDGES AND JOINTS (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL PATH) 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 5'-0" (TYP) 2"2" 4" 12" CONTRACTION JOINT (SEE NOTE #1) CONTRACTION JOINT 3000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 2" 4" EXPANSION JOINT 12" CONTRACTION JOINT (SEE NOTE #1) SE E P L A N 4" AGGREGATE BASE COURSE 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 14T **CIVIL TO MODIFY CONCRETE & AGGREGATE BASES PER GEOTECH REPORT RECOMMENDATIONS** 2 C-4.1 SIDEWALK ACCESSIBLE RAMP NOT TO SCALE 1 C-4.1 1/2" EXPANSION JOINTS (TYP.) DETECTABLE WARNING DEVICE (WHERE REQUIRED) ELEVATION NOTES: 1. IF REQUIRED BY STATE/LOCAL ORDINANCE, THE SURFACE OF THE RAMP LANDING SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. 2. CONSTRUCT PER A.D.A. STANDARDS. 3. REFER TO PLANS FOR ADJACENT SLOPES. 4. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1.5%. 5. CONSTRUCTION OF THE RAMP SHALL MATCH ADJOINING SIDEWALK DETAIL. 6. CONCRETE SHALL BE P.C.C. 3000 PSI. PLANNOTES: 1.AT ADA CURB RAMPS, THE DETECTABLE WARNING DEVICE SHALL BE LOCATED ON THE SURFACE AT THE BOTTOM OF THE GRADE BREAK OR AT THE LOWER LANDING. FOR LANDINGS AND BLENDED TRANSITIONS, DETECTABLE WARNING DEVICES SHALL BE LOCATED ON THE LANDING OR BLENDED TRANSITION AT THE BACK OF CURB. 2.DETECTABLE WARNING DEVICE SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE RAMP OR FLUSH SURFACE. 3. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING TO PROWAG R305. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. 4. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED. 6. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER ADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL. PREFERRED MANUFACTURER ARMOR TILE TACTILE SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS. 0. 2 " 0.9" Ø0 . 9 0 " Ø0 . 4 5 " 0. 0 6 2 5 0.09" TYP. 0.09" TYP. 2.35 0 " T Y P . NOTE: FIELD LEVEL MICRO-TEXTURE 41 POINTS PER SQUARE INCH 1.2625" 1. 2 6 2 5 " 1. 6 7 0 " T Y P . 1.670" TYP. DETECTABLE WARNING DEVICE NOT TO SCALE 2 C-401 ** INSTALL ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE (CIVIL ENGINEER TO VERIFY)14 1 14 1 VA R I E S SE E S I T E P L A N 6" 6" RAM P RAMP 4" 6" 6" 4" A A 5' LAN D I N G M I N . 1.5% M A X . LIGHT BROOM FINISH IF CHANGE IN DIRECTION OR IF RAMP EXCEEDS 30 FEET 4" THICK CONCRETE SIDEWALK SECTION 1.5% MAX. CROSS SLOPE MONOLITHIC CONCRETE ACCESSIBLE RAMP (3000 PSI) NOTE: INSTALL 1" TOOLED RADIUS ON ALL EXPOSED EDGES SIMILAR AS SHOWN ON CURB DETAIL RETAINING CURB SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT CURB (BEYOND) CONCRETE FLUSH WITH PAVEMENT 1.5% CROSS SLOPE MAX. SECTION A-A RAMP (BEYOND) LANDSCAPE 4" AGGREGATE BASE COURSE (MIN) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA. VARIE S , S E E S I T E P L A N 5' M I N . 24" CONCRETE CURB & GUTTER LIGHT BROOM FINISH BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING LOT STRIPING SPECIFICATION 8 C-401 5 C-400 MINIMUM 1% SLOPE AWAY FROM BUILDING. MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS AT LANDING. AT EN T R Y D O O R S 1.5% M A X . 7.0' M I N 7.0' M I N WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT EXCEED 1.5% 3 C-4.1 1'-0" 60" MIN LANDING HORIZONTAL PROJECTION (RUN) 60" MIN. LANDING 1'-0" 34 " - 3 8 " HANDRAIL 36" CLEAR (MIN) "A" "B" ELEVATION 30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATE LANDING IS REQUIRED SET PIPE IN CONC. FOOTING DETAIL "A" DETAIL "B" 114"Ø TO 112"Ø HANDRAIL34 " - 3 8 " A. F . F . 8" SQUARE 3"MI N 1'- 0 " VE R I F Y HANDRAIL 12" RI S E PAINT HANDRAIL DARK BRONZE 34 " - 3 8 " NOTES: 1.RAMPS & HANDRAILS TO BE IN COMPLIANCE WITH SECTIONS 405 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 2.VERIFY ALL STATE & LOCAL REQUIREMENTS FOR RAMPS & HANDRAILS. 3.USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH. 27 " M A X . 27 " M A X . < 4 " CONCRETE BOLLARD NOT TO SCALE 7 C-4.1 TYPICAL ADA RAMP & HANDRAIL NOT TO SCALE ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2'-0" DIAMETER x 2'-6" DEPTH ASPHALT PAVEMENT APPLICATIONS CONCRETE PAVEMENT/ SLAB APPLICATIONS NOTE: 1.BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW AND INSIDE DUMPSTER ENCLOSURE. 2' - 6 " 6" 2'-0" TROWELED, ROUNDED CONCRETE 4 C-401 EXPANSION JOINT 3' - 0 " U N L E S S N O T E D O T H E R W I S E 5' - 0 " A T D R I V E - T H R U W I N D O W & IN S I D E D U M P S T E R E N C L O S U R E 6 C-4.1 ENTRY DOOR FROST SLAB DETAIL NOT TO SCALE TOP/SLAB (SEE FDN. PLAN) MAX. 1.5% SLOPE NOTE: 1.CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR ADDITIONAL DETAILS. NOTIFY ENGINEER WITH ANY DISCREPANCIES FROM THIS DETAIL. 2.CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPOXY GROUT DOWEL, IF NOT INSTALLED WHEN THE BUILDING SLAB WAS POURED. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS. DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN. STOOP IS TO BE SEPARATED ON ALL SIDES WITH 1/4" EXPANSION JOINT MATERIAL, TOPPED WITH SEALANT. 4.USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY. 5.USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY. 5. DOWELS TO BE INSTALLED INTO THE BUILDING FOUNDATION ONLY. THE REMAINING THREE SIDES OF THE SLAB DO NOT GET TIED TO THE SURROUNDING SIDEWALK. 5'-0" MIN. 4"U. N . O . 2" BLDG. LINE PCC SIDEWALK IF REQUIRED SEE FDN. PLAN FOR WALL REINF. MATCH SIDEWALK SECTION FOR CONCRETE (4" MIN.) 2" XPS RIGID FOAM INSULATION MATCH SIDEWALK SECTION FOR AGGREGATE BASE (4" MIN.) PREPARED AND COMPACTED SUBGRADE XXXX 6" MIN. X X 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 1/4" EXPANSION JOINT MATERIAL4 C-401 1/2" DIA DOWEL @ 2'-0" ON CENTER 6" MIN. DOWEL TO BE SET AT TIME OF BUILDING SLAB POUR OR DRILL, SET, EPOXY GROUT DOWEL INTO EXISTING SLAB ALIGN EDGE OF SLAB TO CLOSEST JOINT OR BACK OF CURB NOTE: PREFABRICATED PANELS PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 705 SHALL BE USED. NOTE: CURB ONLY REQUIRED WHERE RAMP IS ADJACENT TO LANDSCAPING DEPRESSED CURB 24" CONCRETE CURB & GUTTER CONCRETE FOR RADIUS PROTECTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. @ 28 DAYS. SUBBASE PREPARED AND COMPACTED TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR OR AS SPECIFIED BY A GEOTECHNICAL ENGINEER (SEE NOTE #1) EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE CROSS SECTION 3.0' SEE GEOTECHNICAL REPORT FOR THICKNESS OF AGGREGATE UNDERNEATH PAVEMENT AND CURB AND GUTTER EXPANSION JOINT 8 C-401 4 C-401 90° RADIUS PROTECTION APRON SHALL MEET THE MINIMUM LENGTH AND WIDTH DIMENSIONS AS PROVIDED ON THE SITE PLAN. CONTRACTION JOINTS AT 5' MAX. SPACING LIGHT BROOM FINISH 3. 0 ' M I N . 2'R (T Y P . ) 90° PLAN VIEW NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. LANDSCAPE & IRRIGATION PROTECTOR NOT TO SCALE 9 C-4.1 12 " 3"R 3" 1 2"R 4" 12 " 2- 1 / 4 " 3 4" PER FT. LIGHT BROOM FINISH 4"18" NOTES: 1.MOUNTABLE CURB TO BE PAINTED YELLOW WITH 6" BLACK STRIPE PAINTED EVERY 24" O.C. M-4.18 MOUNTABLE CURB & GUTTERG 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSI CONCRETE C-4.2 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL CHICK-FIL-A STANDARD DETAILS CONCRETE PAVEMENT NOT TO SCALE 6 C-4.2 #4 BARS - 18" O.C.E.W. 5" PCC SURFACE COURSE SEE NOTE #1 4" AGGREGATE BASE COURSE SEE NOTE #1 NOTES: 1. DESIGN PER GEOTECH REPORT PREPARED BY , DATED . 2. PAVEMENTS & SUBGRADES INCLUDING MATERIALS & COMPACTION SHALL MEET STANDARDS & SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION. 3. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS. 4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. STABLE SUBGRADE OR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 5" CONCRETE, 4" AGGREGATE BASE. 12 C-4.2 8 C-4.2 10 C-4.2 5 C-4.2 7 C-4.2 9 C-4.2 4 C-4.2 CONCRETE APRON AT TRASH ENCLOSURE NOT TO SCALE PAVEMENT EDGE DETAIL (START & END OF DRIVE-THRU LANES) NOT TO SCALE TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT NOT TO SCALE EXPANSION JOINT NOT TO SCALE TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT NOT TO SCALE KEYED CONSTRUCTION JOINT NOT TO SCALE CONTRACTION JOINT NOT TO SCALE 114" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. 24" LUBRICATED NO. 8 SMOOTH DOWEL 2" (MIN.) 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S 12 D E P T H NOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT). #4 BARS ON 16" ON CENTER EACH WAY LUBRICATE THIS END XXX 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 14T PROPOSED PAVING EXISTING PAVING 34" GRADE A36 STEEL DOWEL 14" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END SUBBASE (SEE NOTE #1) SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE D NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PROPOSED CONCRETE PAVING EXISTING ASPHALT PAVEMENT AND BASE COURSE CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT PAVEMENT TO CONSTRUCT KEY JOINT. 2' REMOVAL ZONE 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S SAWCUT LINE 4:1 SLOPE 0.1' VERTICAL SAW CUT 38" WIDE (MIN.) URETHANE JOINT SEALING COMPOUND (TOP 14" NO SEALING COMPOUND) 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S 12 D E P T H T4 #4 BARS ON 18" CTRS. BOTH WAYS SUBBASE SEE NOTE #2 NOTES: 1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SUBBASE (SEE NOTE #1) SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE 14" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 1 4" FROM TOP. D D4 NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ASPHALT PAVEMENT AND BASE COURSEPA V E M E N T T H I C K N E S S (S E E N O T E # 1 ) 12" 10 " M I N REQUIRED AT ALL JUNCTIONS WITH CONCRETE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ASPHALT PAVEMENT AND BASE COURSE #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE SUBBASE (SEE NOTE #1) #4 BARS @ 12" ON CENTER EACH WAY 4000 PSI COMPRESSIVE STRENGTH CONCRETE 12" 6" MI N . 6" AGGREGATE BASE COURSE (SEE NOTE #1) 10 " M I N 9" PA V E M E N T T H I C K N E S S (S E E N O T E # 1 ) NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2" LONGITUDINAL BUTT JOINT NOT TO SCALE 11 C-4.2 VERTICAL SAW CUT 38" (MIN.) URETHANE JOINT SEALING COMPOUND DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. EXISTING PAVING PAVING PROPOSED 24" LUBRICATED SMOOTH NO. 8 DOWEL BAR 1'-3" MIN. 14T TOP 14" NO SEALING COMPOUND SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S ) 12 D E P T H NOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4.PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. #4 BARS ON 16" ON CENTER EACH WAY LUBRICATE EPOXY XXX DOWELED CONSTRUCTION JOINT URETHANE JOINT SEALING COMPOUND D/ 2 NOTES: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. BUTT JOINT NOT TO SCALE 2 C-4.2 TYPICAL HMAC PAVEMENT SECTION NOT TO SCALE 1 C-4.2 CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE 3 C-4.2 SUBBASE SEE NOTE #1 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6" 2" XXXX EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE 8" THICK AGGREGATE BASE COURSE IF PRESENT ON-SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. 4" AGGREGATE BASE COURSE SEE NOTE #2. NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHOULD BE 8" GRADED AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER, 1.5" ASPHALT PAVEMENT SURFACE COURSE, AND TACK COAT. NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE. SUBBASE SEE NOTE #1 TACK COAT (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) SAWCUT EXISTING ASPHALT FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT JOINT SEALANT (AC-20, OR EQUIVALENT) C-4.3 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 KD 07/27/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 1 09/20/2023 RESUBMITTAL CHICK-FIL-A STANDARD DETAILSCLEAN-OUT (OUTSIDE OF BUILDING) NOT TO SCALE BUILDING DOWNSPOUT CONNECTION NOT TO SCALE 8 C-4.3 5 C-4.3 1% MINIMUM SLOPE STORM SEWER PIPE (SIZE VARIES) SEE GRADING PLAN FOR LOCATIONSEE NOTE #2 SEE NOTE #1 45° BEND (SCH 40 PVC) 2" MAXIMUM DOWNSPOUT PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP. SANITARY 12" THICK CONCRETE PAD CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. cl NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL TYPICAL SECTION AT MANHOLE AROUND TRANSITION TYP. ALL 3'-0" TRANSITION TYP. ALL AROUND 3'-0" AGGREGATE BASE COURSE ASPHALT PAVEMENT AGGREGATE BASE COURSE FLUSH ASPHALT PAVEMENT FLUSH TYPICAL SECTION AT INLET/CATCH BASIN ASPHALT PAVING SECTION 1 C-402 8"8" THICKENED PAVEMENT @ STRUCTURES NOT TO SCALE 9 C-4.3 NOTES: 1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2.A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. 4.IF NECESSARY, ADJUST FOOTING TO ALLOW DOWNSPOUT TO BE INSTALLED TIGHT AGAINST BUILDING. NOTES: 1.SEE PLUMBING PLANS FOR GREASE TRAP DETAIL. 2.CLEAN-OUT COVERS SHALL BE PROVIDED ON ALL CLEAN-OUTS REGARDLESS OF LOCATION. 3.CONCRETE COLLAR ALSO REQUIRED FOR SINGLE CLEAN-OUTS IN PAVEMENT. 6" SCHEDULE 40 PVC WITH PVC CAP CUT TO FIT DOWNSPOUT. CAULK GAPS AND PAINT TO MATCH. DRIVE-THRU ORDER POINT ISLAND NOT TO SCALE DRIVE-THRU PLAN - FLUSH WITH FFE NOT TO SCALE SCREENED REFUSE ENCLOSURE NOT TO SCALE 7 C-4.3 3 C-4.3 1 C-4.3 6" PIPE BOLLARDPAINT FACE OF CURB YELLOW ISLAND CURB ELEVATION 12 - 18"3' 3' 3' 7. 5 ' LOOP 1.5 x 5 FEET 9' - 9.5' NOTES: 1. LOOP DETECTOR IS PROVIDED BY HME. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. CONDUIT FROM BUILDING MENU BOARD FOUNDATION MENU BOARD LOOP SUPPORT VEHICLE LOOP DETECTOR DRIVE THRU LANE CONCRETE PAVING 2" CLEAR BETWEEN LOOP AND SURFACE PLAN VIEW SECTION VIEW 3' CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 1 4 2 5 REFUSE ENCLOSURE PLAN NOTES: 1.SEE SITE PLAN FOR LAYOUT OF CONCRETE APPROACH PAD. 2.SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE. 3.PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER. (SEE GRADING PLAN) 4.SEE ARCHITECTURAL PLANS FOR ADDITIONAL DIMENSIONS & DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT & STRUCTURAL ENGINEER. 5.GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION. +6" TOP OF SLAB EDGE OF FOOTING BELOW (REFER TO ARCH PLANS) PIPE BOLLARDS (TYP.) (REFER TO ARCH PLANS) SAW JOINT 2'-0" TYP. 2'- 0 " TY P . SAW JOINT IF INTERIOR DRAIN IS NOT REQUIRED, OMIT 8" BLOCK WIDTH AT FLOOR LEVEL, FOR DRAINAGE OUTSIDE OF DUMPSTER AREA. REFER TO GRADING PLAN FOR ADDITIONAL DETAILS. MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE 4 C-4.3 1 2 3 4 5 6 7 PREFAB (FOLDED) LOOP (1.5' x 5') 1/2" PVC COUPLING 1/2" PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 1/2" PVC CORNER FITTING 1/2" PVC 90° ELBOW 1/2" PVC TUBING (2' LENGTH) PARTS LIST 0'-6" 1'-0" 45° C. J . C. J . C. J . 2. 0 % X- S L O P E 19'-0" LANDING 15'-0" RAMP 25 ' - 8 " 19'-0" LANDING 38'-0" 2'-0" CHAMFER C. J . 6" HEADER CURB END 24" CURB & GUTTER 6"Ø BOLLARD CONCRETE DRIVE-THRU LANE VARIES PER BUILDING EL. = 0"EL. = 0" EL. = 0"EL. = -2" EL. = -8" EL. = -8" EL. = -2" FACE OF BUILDING 15'-0" RAMP FACE OF CURB NOTE: 1.ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'. 2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. 6" HEADER CURB 24" CONCRETE CURB & GUTTER C. J . DRIVE THRU BUMP 19'-0" LANDING 9'-6" TYP. ON LANDING 2" 6" PIPE BOLLARD FILLED WITH CONCRETE PAINTED DARK BRONZE WITH TOP 12" PAINTED YELLOW. REFER TO SITE PLAN FOR BOLLARD PLACEMENT. 6" PAINT 2" TOP OF CURB YELLOW 16 " MENU BOARD 3' - 0 " 8'-0" ISLAND CURB PLAN CJ CJC J C J EJ EJ EJ EJ 6' 12' CONCRETE SLAB POURED WITH ISLAND RESUME TYP. CJ PATTERN RESUME TYP. CJ PATTERN EXTEND CJ THROUGH CURB (TYP.) CJ = CONTRACTION JOINT EJ = EXPANSION JOINT VEHICULAR FLOW DIRECTION OF 20 " 4" 4" 4'-0"4'-0" REAR 18 " 3 2 6 7 PRE-CAST CATCH BASIN PER D.O.T. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 FABRIC OR EQUAL NON-WOVEN FILTER MIRAFI 140N PROFILE VIEW MIRAFI 140N NON-WOVEN FILTER FABRIC OR EQUAL 1" DIA. WEEPHOLE (4 REQ'D.) (3 REQ'D. AT CURB INLETS) PRE-CAST CATCH BASIN PER D.OT. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 CATCH BASIN / MANHOLE FRAME & GRATE PLAN VIEW 1" DIA. WEEPHOLE (4 REQ'D) (3 REQ'D. AT CURB INLETS) NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES LOCATED WITHIN PAVED AREAS NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES LOCATED WITHIN PAVED AREAS BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) EXISTING SUBBASE PRECAST CONCRETE STRUCTURE WASHED STONE BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) DISTANCE BETWEEN RIM ELEVATION AND TOP OF WEEP HOLE: - STRUCTURES ≥ 4' DIA.: 2.5' - STRUCTURES < 4' DIA.: 2.0' DISTANCE BETWEEN RIM ELEVATION AND TOP OF WEEP HOLE: - STRUCTURES ≥ 4' DIA.: 2.5' - STRUCTURES < 4' DIA.: 2.0' EQ U A L 30 ' - 0 " EQ U A L EQ U A L +6" TOP OF SLAB EDGE OF FOOTING BELOW (REFER TO ARCH PLANS) PIPE BOLLARDS (TYP.) (REFER TO ARCH PLANS) SAW JOINT SAW JOINT IF SITE CONSTRAINTS PROHIBIT DRAINAGE OUT OF THE REAR OF ENCLOSURE, INTERIOR FLOOR DRAIN TO BE INSTALLED. CONNECT FLOOR DRAIN TO STORM DRAIN SYSTEM, PER LOCAL REQUIREMENTS. REFER TO GRADING PLAN FOR ADDITIONAL DETAILS. STORAGE ROOM STORAGE ROOM STORM STRUCTURE WEEP HOLE DETAILS NOT TO SCALE 10 C-4.3 STANDARD ALTERNATE C.J. 4 C-402 CONCRETE APPROACH PAD 4 C-402 CONCRETE APPROACH PAD WIDTH VARIES (REFER TO SITE PLAN) WIDTH VARIES (REFER TO SITE PLAN) 2 C-4.3 DRIVE-THRU ISOMETRIC NOT TO SCALE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. RAMP U P RAMP D N 15' 15' 6" CO N C R E T E P A V E M E N T OF DR I V E T H R U CENT E R L I N E 25' 1'-0" CR O S S S L O P E 2% CJ CJ CJ 24" CONCRETE CURB & GUTTER 6" AGGREGATE BASE COURSE SEE NOTE #1. 6" HE A D E R CURB BOLL A R D AS P H A L T PA V E M E N T CONC R E T E A R E A VARIA B L E H E I G H T HEAD E R C U R B , DRIV E - T H R U WINDO W O R AUTO M A T I C DOOR DO U B L E L A N E : 25'- 6 " T O F A C E O F C U R B 2" CJ HEAD E R C U R B , VARIA B L E H E I G H T BUILD I N G FACE 19' CONC R E T E LAND I N G 19' CONC R E T E LAND I N G CJ CJ (SE E C I V I L P L A N F O R D I M E N S I O N S ) CONC R E T E A R E A CJ CJ 2'-0" TYP. 2'- 0 " TY P . EQ U A L 30 ' - 0 " EQ U A L EQ U A L RA M P 1: 1 2 RA M P 1: 1 2 6'- 0 " 6'- 0 " SEE NOTE #2 3" DIA. PVC DRAIN PIPE (FURNISHED BY CANOPY VENDOR & INSTALLED BY GENERAL CONTRACTOR) CANOPY DOWNSPOUT CONNECTION NOT TO SCALE 6 C-4.3 NOTES: 1.CANOPY FOOTING SHALL BE A MINIMUM 2'-0" BELOW DRIVE-THRU LANE PAVEMENT SURFACE. REFER TO CIVIL PLANS FOR EXACT CANOPY FOOTING ELEVATIONS. 2.FLEXIBLE FITTING (NON-SHEAR FERNCO) TO BE UTILIZED BETWEEN PIPE TRANSITIONS AS NECESSARY. 3.CONTRACTOR TO COORDINATE COLUMN DOWNSPOUT ORIENTATION WITH CANOPY VENDOR. ADJUST DOWNSPOUT PIPING AS NECESSARY TO MAKE CONNECTION TO COLLECTOR PIPE. SEE NOTE #1 STORM SEWER COLLECTOR PIPE (SIZE VARIES - 6" MIN.) SEE GRADING PLAN FOR LOCATION DRIVE-THRU LANE PAVEMENT REFER TO CANOPY VENDOR PLANS FOR FOOTING DETAILS CANOPY COLUMN CONTRACTOR TO REFER TO CIVIL PLANS FOR ORIENTATION & LOCATION OF STORAGE ROOM & RAMP. 45° BEND TEE WYE FITTING 3" DIA. PVC DRAIN PIPE 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND TOP OF FOOTING · · · · · · · · · · · · C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G GGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G OHE OH E OHE OHE OH E OH E OHE OH E OHE OH E OH E OHE EM E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G GGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G THRU TRAFFIC DRIVE THRU DRIVE THRU E E E T T GM PHOTOMETRIC PLAN E-102 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced in any manner without express written or verbal consent fromauthorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 CW/AP 09/20/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 PERMIT 09-19-2023 GRADE AND OUT CONDUIT IN CONCRETE BASE REBAR TAPERED CONCRETE POUR. 5/8" X 8 FT. COPPER CLAD GROUND ROD BOTTOM OF BASE, COIL GROUND AROUND 3 TO 4 TIMES, WEIGHT DOWN TO PREVENT FLOATING DURING ROUTE #8 CU GROUND ALONG CONDUIT AND UP TO GROUND ROD ALTERNATE POLE BASE GROUND: 24" DIA 6'-0" POLE GROUND LUGS #8 COPPER GROUND 2" X 4" MINIMUM HANDHOLE WITH WEATHERPROOF COVER GROUND ROD ABOVE GRADE BY MANUFACTURER POLE ANCHOR BOLTS BASE AND CONCRETE GROUT BETWEEN POLE CONNECT #6 CU GROUND TO ONE PIECE OF FULL LENGTH VERTICAL REINFORCING ROD 6" IN LANDSCAPE, 24" IN PAVED AREAS 2'-0" 1'-6" POLE BASE NOTE: 1.FOR REFERENCE ONLY. ALL STRUCTURAL REQUIREMENTS SHALL BE PROVIDED AND FINALIZED BY STRUCTURAL ENGINEER. PHOTOMETRIC CUTSHEETS E-103 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced in any manner without express written or verbal consent fromauthorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 CW/AP 09/20/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 PERMIT 09-19-2023 PHOTOMETRIC CUTSHEETS E-104 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced in any manner without express written or verbal consent fromauthorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-011 CURRENT DESIGN NOTE APPLIED 2022-023 CW/AP 09/20/2023 WI L M I N G T O N , N C , 2 8 4 1 1 04082 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Seal 19 5 P O R T E R ' S N E C K R D FO R P E R M I T CH I C K - F I L - A PO R T E R S N E C K R D Bowman North Carolina Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 License Number: F-1445 PERMIT 09-19-2023