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CFA 03106 Porters Neck_Civil Set_v1COVER 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 28216ANDREA GONZALEZ, PE 980.446.3307 AGONZALEZ@BOWMAN.COM SURVEYOR BOWMAN CONSULTING GROUP880 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 / WATERCAPE FEAR PUBLIC UTILITY AUTHORITY GARY MCSMITH, PE, CHEIF ENGINEER 910.332.6626GARY.MCSMITH@CFPUA.ORG STORM DRAINAGENEW HANOVER COUNTY ENGINEERING DEPT. GALEM JAMISON, PE, CHIEF PROJECT ENGINEER 910.798.7072GJAMISON@NHCGOV.COM EROSION CONTROLNEW 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 DEPARTMENTRAY GRISWOLD, DEPUTY FIRE MARSHAL, CODE ENFORCEMENT 910.798.7448 RGRISWOLD@NHCGOV.COM GASPIEDMONT NATURAL GAS CUSTOMER SERVICE 800.752.7504 POWER DUKE ENERGY, ZONE 6BILL 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 filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 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 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" BRO 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C CCC 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" RC 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 SIGNDUMPSTERENCLOSURE 10.0'10' DRAINAGE ANDUTILITY 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C CCC C C C C C C C C C C CCC 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 filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 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" BRO 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C CCC 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" RC 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 SIGNDUMPSTERENCLOSURE 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C CCC C C C C C C C C C C CCC 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 BEPROTECTED DURINGCONSTRUCTION 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. 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 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 filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 DEMO CANOPY CANOPY TO BE REMOVED7 DEMO CLEARANCE BAR X 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 S 89° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BRO 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 GGGGGGGGGGGGGGGGGG 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 SIGNDUMPSTERENCLOSURE 10.0'10' DRAINAGEANDUTILITY 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C CCC 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 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 CURBAND 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 AC AREA TABLE: EXISTING AREA ADDITIONAL AREA PROPOSED AREA IMPERIOUS 39,082 SQ FT / 0.89 AC / 69.3% +2,942 SQ FT 42,024 SQ FT / 0.96 AC / 74.3% PERVIOUS 17,329 SQ FT / 0.39 AC / 30.7%14,387 SQ FT / 0.33 AC / 25.7% 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 filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 RELOCATED LIGHT POLES 7 PROP. DIRECTIONAL ARROW (TYP.) PARKING SUMMARY: REQUIREMENT SPACES REQUIRED PARKING 1 SPACE/ 1,000 SF OF SEATINGAREA 4,995/ 1,000 SF = 5 SPACES EXISTING PARKING 1 SPACE/ 1,000 SF OF SEATINGAREA 60 REGULAR SPACES PLUS 3HANDICAP SPACES = 63 TOTAL PROVIDED PARKING 1 SPACE/ 1,000 SF OF SEATINGAREA 59 REGULAR SPACES PLUS 3HANDICAP SPACES = 62 TOTAL MINIMUM REQUIREDSTACKING 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" BRO 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 GGGGGGGGGGGGGGGGGG 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" RC 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 SIGNDUMPSTERENCLOSURE 10.0'10' DRAINAGEANDUTILITY 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C CCC 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° BENDINV. = 51.90' 6"X3" HDPE WYEINV. = 53.79' 6"X3" HDPE TEEINV. = 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 @2.00 % INTERNAL DOWNSPOUT WITHIN COLUMN TO DRAIN BELOW UNDERGROUND 3" DOWNSPOUT TO CONNECT TO 6" STORMSEWER COLLECTOR PIPE WITH 45° BEND AND3" PVC DRAIN PIPE PER CANOPY DOWNSPOUT CONNECTION DETAIL ON SHEET C-4.3. 3" PVC DRAIN PIPE 3" PVC DRAIN PIPE INTERNAL DOWNSPOUT WITHIN COLUMNTO DRAIN BELOW UNDERGROUND 3" DOWNSPOUT TO CONNECT TO 6" STORM SEWER COLLECTOR PIPE WITH 45° BEND AND3" PVC DRAIN PIPE PER CANOPY DOWNSPOUTCONNECTION 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 AND3" PVC DRAIN PIPE PER CANOPY DOWNSPOUTCONNECTION DETAIL ON SHEET C-4.3. PROPOSED 6" HDPE CANOPY DRAINPIPE TO TIE INTO EXISTING STRUCTURE,CONTRACTOR TO VERIFY INVERTSPRIOR 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 filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 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 TH R U TR A F F I C DR I V E TH R U DR I V E TH R U S 89° 5 6 ' 3 5 " E 1 4 3 . 9 2 ' E E E T T SS 135555.179 12" BRO 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 GGGGGGGGGGGGGGGGGG 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" RC 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 SIGNDUMPSTERENCLOSURE 10.0'10' DRAINAGEANDUTILITY 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 GGGGGGGGGGGGGGGGGG G G G G CCCC C C C C C CC C C C C C C C C C C CCC 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 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 INLETPROTECTION 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 EROSION CONTROL DETAILS C-3.2 NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere 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. Theapproved 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 forinspection 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 shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown 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 311of 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 theenvironment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported 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 downfor 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 WITHTHE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay 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 thetechniques 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 ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before dischargingoffsite. 5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror 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 theproject. 4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto 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, trashreceptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runofffrom 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 orprovide 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 ifcontainers 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 surfacewaters 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 fromconstruction 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 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot 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 replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror 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 localand state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan 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 receivespills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority. 8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive 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 accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs. A BELOW GRADE WASHOUT STRUCTURE 1:1SIDE SLOPE(TYP.) 10 MILPLASTICLINING 3'- 0 " MIN . & X ' MA X . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURENOT 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 REACHES75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE. ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINER CONCRETEWASHOUT CONCRETEWASHOUT PLAN CLEARLY MARKED SIGNAGENOTING 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 temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface 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 unlessthere is zero slope Stabilize within thismany calendardays after ceasingland disturbance 7 7 7 14 None None (a) Perimeter dikes,swales, ditches, andperimeter slopes (b) High Quality Water(HQW) Zones (c) Slopes steeper than3:1 If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed (d) Slopes 3:1 to 4:1 (e) Areas with slopesflatter than 4:1 14 -7 days for slopes greater than 50' inlength and with slopes steeper than 4:1 -7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones -10 days for Falls Lake Watershed Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 C-4.0 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 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 PIPEBOLLARD FILLED WITH CONCRETE.PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSICONCRETE 2'- 6 " 6" 2'-0" 2"X2" SQUARE TUBING PAINT CONCRETE BLACKAFTER CURING ATASPHALT LOCATIONS 3'- 0 " NOTE:SIGNS SHALL BE FABRICATED USING S/F0.08 NON-ILLUMINATED ALUMINUM WITHVINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCALMUNICIPALITY. 60° PARKING 8.0' VA N 8.0' CA R ACCESSIBLE PARKINGSIGN IN BOLLARD 24" CONCRETECURB & 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 CONVENTIONALLINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OFAPPLICATION: 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 WRITTENSPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVENDISTRIBUTION 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 400-500LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NOTRAFFIC PICKUP AFTER 20 MINUTES. ·GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER OPENING. 4.0' PAINTED ACCESSIBILITYSYMBOL SIDEWALK ACCESSIBLERAMP 7.5 ' M I N . BOLLARD 8 C-401 1BC-400 7C-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 SITECONDITIONS 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 NOTEXCEED 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 WARNINGDEVICE (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 NOTEXCEED 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 ASPHALTPAVEMENT REQUIRED FOR EACH WHEELSTOP. SEE MANUFACTURER'S INSTRUCTIONSFOR 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 WHENNO OTHER PRACTICAL OPTION EXISTS. DETECTABLE WARNINGDEVICE (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 MINIMUMLANDING AT TOP OF RAMP FORCHANGE IN DIRECTION EXPANSIONJOINT SEE S I T E P L A N 1:14 M A X . S L O P E DO NO T E X C E E D BOTH RAMP CURBS TOBE PAINTED YELLOW(SEE PARKING LOTSTRIPING SPECIFICATION) EXPANSION JOINT EXPANSION JOINT CONTRAC T I O N JOINT CONTRACTI O N JOINT RETURNED CURB RAMP NOT TO SCALE 10 C-4.0 5C-400 14C-401 14C-401 14C-40114C-401 CONCRETESIDEWALK 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 GUTTERTYPICAL CURB SIGN TO BE PLACEDAT THE LEADING/TRANSVERSE LINESOF THE CROSSWALKPER 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 PLACEDAT THE LEADING/TRANSVERSE LINES OF THE CROSSWALKPER 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 WARNINGDEVICE (WHERE REQUIRED) 12 C-401 NOTE: IF STOP SIGN IS PROPOSED, "STOP"LETTERING GRAPHIC IS NOT REQUIRED. 90° PARKING 8.0' VAN 24" CONCRETECURB & GUTTER 9.0'TYPICAL 18 . 0 ' TY P I C A L 8.0' 4.0' SIDEWALK ACCESSIBLERAMP 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 PARKINGSIGN IN BOLLARD PAINTED ACCESSIBILITYSYMBOL 1B C-400 C-4.1 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 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 ATENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDINGAND THE BACK-OF-SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOTAPPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURBAND SIDEWALK JOINTS. COMPACTED SUBGRADE AS SPECIFIED 7' MIN.(SEE SITE PLAN) 24" CONCRETECURB & GUTTER PAVEMENT,AS SPECIFIED INGEOTECHNICAL REPORT STABILIZED AGGREGATEBASE COARSE, AS SPECIFIED FOR PAVEMENT SLOPE 1.5% MAX. 4" AGGREGATE BASECOURSE (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 TOFACE OF CURB UNLESS INDICATEDOTHERWISE 12"R 6" 13 " 6" SPILLING CURB AND GUTTER 112"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE 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 TOFACE OF CURB UNLESS INDICATEDOTHERWISE 12"R C 6" DEPRESSED CATCHING CURB AND GUTTER 112"R 7" 2'-0" PAVEMENT DIMENSIONS REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE 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 DEPRESSEDCURB 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 TOOLEDFINISH AROUNDALL EDGES ANDJOINTS (TYP) LIGHT BROOM FINISH(PERPENDICULAR TOTRAVEL PATH) 6"x6"x6 GAUGE WELDEDWIRE FABRIC SEATED ANDSECURED ON STANDS 5'-0" (TYP) 2"2" 4" 12" CONTRACTION JOINT(SEE NOTE #1) CONTRACTION JOINT 3000 PSI COMPRESSIVESTRENGTH 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 EXPANSIONJOINT FILLER W/ PRE-SCOREDSTRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALINGCOMPOUND 14T **CIVIL TO MODIFY CONCRETE &AGGREGATE BASES PER GEOTECHREPORT RECOMMENDATIONS** 2 C-4.1 SIDEWALK ACCESSIBLE RAMP NOT TO SCALE 1 C-4.1 1/2" EXPANSION JOINTS (TYP.) DETECTABLE WARNINGDEVICE (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 BREAKOR AT THE LOWER LANDING. FOR LANDINGS AND BLENDED TRANSITIONS, DETECTABLE WARNING DEVICES SHALL BE LOCATED ON THELANDING 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 THERAMP 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 EXISTINGCURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NOREMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TOTHE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OFSIDEWALK IS LESS THAN 5'. 5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARYCONTRAST, 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 LANCEMITCHELL(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 LEVELMICRO-TEXTURE41 POINTS PER SQUAREINCH 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 REQUIREDBY STATE/LOCAL ORDINANCE(CIVIL ENGINEER TO VERIFY)14 1 14 1 VAR I E S SEE S I T E P L A N 6" 6" RAMP 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 IFRAMP EXCEEDS 30 FEET 4" THICK CONCRETE SIDEWALKSECTION 1.5% MAX. CROSS SLOPE MONOLITHIC CONCRETEACCESSIBLE RAMP (3000 PSI) NOTE:INSTALL 1" TOOLED RADIUS ON ALL EXPOSED EDGES SIMILAR ASSHOWN ON CURB DETAIL RETAINING CURB SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT CURB (BEYOND) CONCRETE FLUSH WITHPAVEMENT 1.5% CROSS SLOPE MAX. SECTION A-A RAMP(BEYOND) LANDSCAPE 4" AGGREGATE BASECOURSE (MIN) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA. VARIE S , S E E S I T E P L A N 5' MIN . 24" CONCRETECURB & GUTTER LIGHT BROOM FINISH BOTH RAMP CURBS TO BEPAINTED YELLOW, SEE PARKINGLOT STRIPING SPECIFICATION 8 C-401 5 C-400 MINIMUM 1% SLOPEAWAY FROM BUILDING.MAXIMUM 1.5% SLOPE INALL DIRECTIONS AT LANDING. AT EN T R Y D O O R S 1.5% M A X . 7.0' MI N 7.0' MI N WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS,GUTTER SLOPE SHALL NOTEXCEED 1.5% 3 C-4.1 1'-0" 60" MINLANDING HORIZONTAL PROJECTION (RUN)60"MIN. LANDING 1'-0" 34 " - 3 8 " HANDRAIL36" CLEAR(MIN) "A" "B" ELEVATION 30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATELANDING 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 HANDRAILDARK 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 INCONCRETE FOOTING, 2'-0"DIAMETER x 2'-6" DEPTH ASPHALT PAVEMENTAPPLICATIONS 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 IFREQUIRED SEE FDN. PLAN FORWALL REINF. MATCH SIDEWALK SECTION FORCONCRETE (4" MIN.) 2" XPS RIGID FOAM INSULATION MATCH SIDEWALK SECTION FORAGGREGATE BASE (4" MIN.) PREPARED AND COMPACTED SUBGRADE XXXX 6"MIN. X X 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED ANDSECURED ON STANDS 1/4" EXPANSION JOINT MATERIAL4C-401 1/2" DIA DOWEL @ 2'-0" ON CENTER 6"MIN. DOWEL TO BE SET AT TIMEOF BUILDING SLAB POUR ORDRILL, SET, EPOXY GROUTDOWEL INTO EXISTING SLAB ALIGN EDGE OF SLAB TO CLOSEST JOINTOR BACK OF CURB NOTE: PREFABRICATED PANELSPER ADA STANDARDS FORACCESSIBLE DESIGN SECTION705 SHALL BE USED. NOTE:CURB ONLY REQUIREDWHERE RAMP IS ADJACENTTO LANDSCAPING DEPRESSEDCURB 24" CONCRETECURB & GUTTER CONCRETE FOR RADIUS PROTECTIONSHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 3000 P.S.I. @ 28 DAYS. SUBBASE PREPARED AND COMPACTED TO AMINIMUM DENSITY OF 95% MODIFIED PROCTOROR AS SPECIFIED BY A GEOTECHNICAL ENGINEER(SEE NOTE #1) EXPANSION JOINTS AT 20' MAX. & ALL P.C.s,UNLESS APPROVED OR INDICATEDOTHERWISE ON PLAN VIEW JOINT PATTERN. PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESSINDICATED OTHERWISE CROSS SECTION 3.0' SEE GEOTECHNICAL REPORTFOR THICKNESS OF AGGREGATEUNDERNEATH PAVEMENT ANDCURB AND GUTTER EXPANSION JOINT 8 C-401 4C-401 90° RADIUS PROTECTION APRON SHALL MEET THEMINIMUM LENGTH AND WIDTH DIMENSIONS ASPROVIDED 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"12"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 PIPEBOLLARD FILLED WITH CONCRETE.PAINT DARK BRONZE(TOP 12" PAINTED YELLOW) 3000 PSICONCRETE C-4.2 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 CHICK-FIL-A STANDARD DETAILS CONCRETE PAVEMENT NOT TO SCALE 6 C-4.2 #4 BARS - 18" O.C.E.W. 5" PCC SURFACE COURSESEE NOTE #1 4" AGGREGATE BASE COURSESEE NOTE #1 NOTES: 1. DESIGN PER GEOTECH REPORT PREPARED BY , DATED . 2. PAVEMENTS & SUBGRADES INCLUDING MATERIALS & COMPACTION SHALL MEETSTANDARDS & 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 ORCOMPACTED 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 (CLOSEDEND) TO FIT DOWEL ANDBE SECURED.TO BE INSTALLED 1'-0" C.C. 24" LUBRICATED NO. 8 SMOOTHDOWEL 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" ONCENTER EACH WAY LUBRICATE THIS END XXX 12" DECK-O-FOAM EXPANSION JOINTFILLER W/ PRE-SCORED STRIP OROTHER CFA APPROVED MATERIAL URETHANE JOINTSEALING 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 SLABTHICKNESS 4000 PSI COMPRESSIVESTRENGTH CONCRETE D NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PROPOSEDCONCRETE PAVING EXISTING ASPHALTPAVEMENT ANDBASE COURSE CONTRACTOR TO SAW CUT, REMOVEAND REPLACE 2' OF EX. ASPHALTPAVEMENT TO CONSTRUCT KEY JOINT. 2'REMOVALZONE 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.) URETHANEJOINT 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. BOTHWAYS SUBBASESEE 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 SLABTHICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE 14" WIDE SAWED OR PREMOLDED JOINT,12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 14" FROM TOP. D D4 NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ASPHALT PAVEMENTAND 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 PAVEMENTAND BASE COURSE #4 REBAR FOR CONTINUOUSREINFORCEMENT OF THICKENEDEDGE SUBBASE(SEE NOTE #1) #4 BARS @ 12" ONCENTER EACH WAY 4000 PSI COMPRESSIVESTRENGTH 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 SEALINGCOMPOUND SAWCUT FULLDEPTH & CURB& GUTTER9"-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 SEALINGCOMPOUND 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 SUBBASESEE NOTE #1 6"x6"x6 GAUGE WELDEDWIRE FABRIC SEATED ANDSECURED ON STANDS 4000 PSI COMPRESSIVESTRENGTH CONCRETEMIX PER SPECIFICATION. 6" 2" XXXX EXTEND BASE 6" BEYOND FORAPPLICATIONS WITHOUT CURB &GUTTER, SIDEWALKS, BUILDINGSOR OTHER STRUCTURES. 2.5" THICK ASPHALTICCONCRETE BINDER COURSE 1.5" THICK ASPHALTICCONCRETE SURFACE COURSE 8" THICK AGGREGATEBASE COURSE IF PRESENT ON-SITE, UNSUITABLE SUBGRADEMATERIAL SHALL BE REPLACED WITH SUITABLEMATERIAL AS SPECIFIED IN THE GEOTECHNICALREPORT. 4" AGGREGATE BASE COURSESEE 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. SUBBASESEE NOTE #1 TACK COAT(APPLICATION RATE PER LOCALD.O.T. SPECIFICATIONS) SAWCUT EXISTING ASPHALTFULL DEPTH FOR CLEANCONSTRUCTION JOINT PROPOSEDASPHALT PAVEMENT EXISTINGASPHALT PAVEMENT JOINT SEALANT(AC-20, OR EQUIVALENT) C-4.3 Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany 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 DESIGNNOTE 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 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 THATLOADING IS NOTTRANSMITTED TO PIPING. COMBINATION, TYP.SANITARY 12" THICK CONCRETE PAD CLEAN OUT AND COVER,P-15, PRIME AND PAINTFLAT BLACK. cl NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL TYPICAL SECTION AT MANHOLE AROUND TRANSITIONTYP. ALL 3'-0" TRANSITIONTYP. ALLAROUND 3'-0" AGGREGATEBASE COURSE ASPHALT PAVEMENT AGGREGATE BASECOURSE FLUSH ASPHALT PAVEMENT FLUSH TYPICAL SECTION AT INLET/CATCH BASIN ASPHALT PAVINGSECTION 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 CAPCUT TO FIT DOWNSPOUT. CAULKGAPS 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 OFCURB YELLOW ISLAND CURB ELEVATION 12 - 18"3' 3' 3' 7. 5 ' LOOP1.5 x 5 FEET 9' - 9.5' NOTES: 1. LOOP DETECTOR IS PROVIDED BY HME.2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. CONDUIT FROMBUILDING MENU BOARDFOUNDATION MENU BOARD LOOPSUPPORTVEHICLE LOOPDETECTOR DRIVE THRU LANECONCRETE PAVING 2" CLEAR BETWEENLOOP AND SURFACE PLAN VIEW SECTION VIEW 3' CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN,REINFORCING BARS, ELECTRICCABLE 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" TOPOF 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 DRAINAGEOUTSIDE OF DUMPSTER AREA. REFER TOGRADING 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" HEADERCURB END 24" CURB & GUTTER 6"Ø BOLLARD CONCRETEDRIVE-THRU LANE VARIES PERBUILDING 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" HEADERCURB 24" CONCRETE CURB& GUTTER C. J . DRIVE THRU BUMP 19'-0"LANDING 9'-6"TYP. ON LANDING 2" 6" PIPE BOLLARD FILLED WITHCONCRETE PAINTED DARKBRONZE WITH TOP 12" PAINTEDYELLOW. REFER TO SITE PLANFOR BOLLARD PLACEMENT. 6" PAINT 2" TOP OFCURB YELLOW 16 " MENU BOARD 3' - 0 " 8'-0" ISLAND CURB PLAN CJ CJCJ CJ EJ EJ EJ EJ 6' 12' CONCRETE SLAB POUREDWITH ISLAND RESUME TYP. CJ PATTERN RESUME TYP. CJ PATTERN EXTEND CJ THROUGH CURB(TYP.) CJ = CONTRACTION JOINTEJ = EXPANSION JOINT VEHICULAR FLOWDIRECTION OF 20 " 4" 4" 4'-0"4'-0" REAR 18 " 3 2 6 7 PRE-CAST CATCH BASIN PERD.O.T. HEAVY DUTY TRAFFIC RATING.CONFORMING TO ASTM C478 FABRIC OR EQUALNON-WOVEN FILTERMIRAFI 140N PROFILE VIEW MIRAFI 140NNON-WOVEN FILTERFABRIC OR EQUAL 1" DIA. WEEPHOLE (4 REQ'D.)(3 REQ'D. AT CURB INLETS) PRE-CAST CATCH BASIN PERD.OT. HEAVY DUTY TRAFFICRATING.CONFORMING TO ASTM C478 CATCH BASIN / MANHOLEFRAME & 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 STRUCTURESLOCATED WITHIN PAVEDAREAS BASE COURSE AGGREGATE(PER PAVEMENT TYPICAL SECTION) EXISTING SUBBASE PRECAST CONCRETE STRUCTURE WASHED STONE BASE COURSE AGGREGATE(PER PAVEMENT TYPICAL SECTION) BASE COURSEAGGREGATE(PER PAVEMENTTYPICAL SECTION) DISTANCE BETWEEN RIM ELEVATIONAND TOP OF WEEP HOLE:- STRUCTURES ≥ 4' DIA.: 2.5'- STRUCTURES < 4' DIA.: 2.0' DISTANCE BETWEEN RIM ELEVATIONAND 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" TOPOF 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 OUTOF THE REAR OF ENCLOSURE, INTERIOR FLOORDRAIN TO BE INSTALLED. CONNECT FLOOR DRAINTO STORM DRAIN SYSTEM, PER LOCALREQUIREMENTS. REFER TO GRADING PLAN FORADDITIONAL DETAILS. STORAGEROOMSTORAGEROOM STORM STRUCTURE WEEP HOLE DETAILS NOT TO SCALE 10 C-4.3 STANDARD ALTERNATE C.J. 4 C-402 CONCRETEAPPROACH PAD 4 C-402 CONCRETEAPPROACH 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" CON C R E T E P A V E M E N T OF DR I V E T H R U CENTE R L I N E 25' 1'-0" CRO S S S L O P E 2% CJ CJ CJ 24" CONCRETECURB & GUTTER 6" AGGREGATE BASE COURSESEE NOTE #1. 6" HEA D E R CURB BOLLA R D ASP H A L T PAV E M E N T CONCR E T E A R E A VARIAB L E H E I G H T HEADE R C U R B , DRIVE - T H R U WINDO W O R AUTOM A T I C DOOR DOU B L E L A N E : 25'-6 " T O F A C E O F C U R B 2" CJ HEADE R C U R B , VARIA B L E H E I G H T BUILDI N G FACE 19' CONCR E T E LANDI N G 19' CONCR E T E LANDI N G CJ CJ (SEE C I V I L P L A N F O R D I M E N S I O N S ) CONCR 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 CANOPYVENDOR & INSTALLED BYGENERAL 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-THRULANE PAVEMENT REFER TO CANOPY VENDOR PLANS FOR FOOTING DETAILS CANOPYCOLUMN CONTRACTOR TO REFER TO CIVIL PLANS FOR ORIENTATION & LOCATIONOF STORAGE ROOM & RAMP. 45° BEND TEE WYE FITTING 3" DIA. PVC DRAIN PIPE 12" DECK-O-FOAM EXPANSION JOINTFILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINTSEALING COMPOUND TOP OF FOOTING PE R M I T PERMIT Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives. MLD PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-2998 REVISION SCHEDULE FSU# CH I C K - F I L - A 2023190 7/27/23 DO PO R T E R S N E C K 19 5 P O R T E R S N E C K R D WI L M I N G T O N , N C 2 8 4 1 1 04082 NO.DATE DESCRIPTION Landscape Plan L-100 BY 0 20 40 FT PLANT LIST Qty Botanical Name Common Name Scheduled Size Remarks Trees 1 Acer buergerianum Trident Maple 2.5" Cal. 4 Quercus nuttallii Nuttall Oak 3" Cal.B & B Shrubs 6 Hydrangea paniculata 'Limelight'Limelight Hydrangea 3 Gal. 10 Ilex cornuta 'Needlepoint'Needlepoint Holly 3 Gal. 9 Miscanthus sinensis 'Adagio'Adagio Grass 3 Gal. 19 Rosa 'Meijocos'Coral Drift Rose 3 Gal. Groundcovers 50 Liriope muscari 'Big Blue'Big Blue Liriope 1 Gal.Plant 18" O.C. 1,722 Match Existing Sod Match Existing Sod SF; Sod Other 403 Rock Mulch Rock Mulch SF.See Specifications X EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN LEGEND TREE PROTECTION FENCING ATLANTIC LANDSCAPE NOTES 1. 2.3.4.5.6.7.8. 9. 10. 11. 12.13. 14. 15.16. 17. 18. 19. 20. 21.22. 23. 24. 25.26. Landscape Contractor to read and understand the Landscape Specifications prior to finalizing bids. The Landscape Specifications shall be adhered to throughout the construction process. Contractor is responsible for locating and protecting all underground utilities prior to digging.Contractor is responsible for protecting existing trees from damage during construction.All tree protection devices to be installed prior to the start of land disturbance, and maintained until final landscaping.All tree protection areas to be protected from sedimentation.All tree protection fencing to be inspected daily, and repaired or replaced as needed.No parking, storage or other construction activities are to occur within tree protection areas.All planting areas shall be cleaned of construction debris (ie. concrete, rock, rubble, building materials, etc) prior to adding and spreading of the topsoil.General Contractor is responsible for adding a min of 4” clean friable topsoil in all planting beds and all grassed areas. Graded areas to be held down the appropriate elevation to account for topsoil depth. See Landscape Specifications for required topsoil characteristics.In all parking lot islands, the General Contractor is responsible to remove all debris, fracture/loosen subgrade to a min. 24” depth. Add topsoil to a 6”-8” berm height above island curbing; refer to landscape specifications and landscape island detail.Prior to beginning work, the Landscape Contractor shall inspect the subgrade, general site conditions, verify elevations, utility locations, irrigation, approve topsoil provided by the General Contractor and observe the site conditions under which the work is to be done. Notify the General Contractor of any unsatisfactory conditions, work shall not proceed until such conditions have been corrected and are acceptable to the Landscape Contractor. Any deviations from the approved set of plans are to be approved by the Landscape Architect.Landscaping shall be installed in conformance with ANSI Z60.1 the “American Standard for Nursery Stock” and the accepted standards of the American Association of Nurserymen.Existing grass in proposed planting areas shall be killed and removed. Hand rake to remove all rocks and debris larger than 1 inch in diameter, prior to adding topsoil and planting shrubs.Soil to be tested to determine fertilizer and lime requirements prior to laying sod.Annual and perennial beds: add min. 4 inch layer of organic material and till to a min. depth of 12 inches. Mulch annual and perennial beds with 2-3 inch depth of mini nuggets.All shrubs beds (existing and new) to be mulched with a min. 3 inch layer of mulch (mulch type to be: double shredded hardwood mulch). Planting holes to be dug a minimum of twice the width of the root ball, for both shrub and tree. Set plant material 2-3” above finish grade. Backfill planting pit with topsoil and native excavated soil. Sod to be delivered fresh (Cut less than 24 hours prior to arriving on site), laid immediately, rolled, and watered thoroughly immediately after planting. Edge of sod at planting beds are to be "V" trenched; see Landscape Details.Any existing grass disturbed during construction to be fully removed, regraded and replaced. All tire marks and indentions to be repaired.Water thoroughly twice in first 24 hours and apply mulch immediately.The Landscape Contractor shall guarantee all plants installed for one full year from date of acceptance by the owner. All plants shall be alive and at a vigorous rate of growth at the end of the guarantee period. The Landscape Contractor shall not be responsible for acts of God or vandalism. See Landscape Specifications for Warranty requirements/expectations.Any plant that is determined dead, in an unhealthy, unsightly condition, lost its shape due to dead branches, or other symptoms of poor, non-vigorous growth, shall be replaced by the Landscape Contractor. See Landscape Specifications for warranty requirements/expectations.Site to be 100% irrigated in all planting beds and grass area by an automatic underground Irrigation System. Irrigation as-built shall be provided to the Landscape Architect within 24 hours of irrigation install completion. Stake all evergreen and deciduous trees as shown in the planting detail and as per the Landscape Specifications.Remove stakes and guying from all trees after one year from planting. IRRIGATION SYSTEM RETROFIT 1.2.3.4. 5.6.7.8.9.10. Existing irrigation system shall be retrofitted to include 100% cover to all newly created landscaped areas.Sprays and rotors shall be utilized on all sod and seedded areas. Drip irrigation shall be utilized on all planting beds, shrubs, trees, and groundcover. The Contractor shall be responsible to ensure new and existing irrigation components, and the system as a whole, are in proper working order. Add valves, sprays, rotors, drip, and/or replace zones as needed to achieve proper coverage as required. Only RainBird products shall be utilizedMainline shall be 1.5" CLS 200 PVCLateral lines shall be 1" CLS 200 PVCRain / freeze sensor shall be installedPrior to final completion, the Irrigation Contractor shall perform a walk-thru inspection with the Owner, or Owners Representative. 10-Coral Drift Rose3-Limelight Hydrangea 10-Needlepoint Holly 9-Coral Drift Rose32-Big Blue Liriope 1-Trident Maple3-Limelight Hydrangea 9-Adagio Grass18-Big Blue Liriope SOD SOD SOD SOD SOD Existing SodExisting Shrubs Existing Sod Existing Shrubs Existing SodExisting Shrubs Existing SodExisting Shrubs Existing SodExisting Shrubs Rock Mulch Existing ShrubsExisting Sod Existing Shrubs/Landscapeto Remain Existing Shrubs Existing Shrubs Existing Sod 30-Existing Tree to Remain X 1-Existing Tree to be Removed X X XX 4-Existing Tree to be Removed 4-Nuttall Oak Rock Mulch Tree Protection Fence Tree Protection Fence Tree Protection Fence TH R U TR A F F I C DR I V E TH R U DR I V E TH R U S 87 \ U + 0 0 B 0 3 4 ' 3 2 " W 26.2 6 ' S 4 2 \ U + 0 0 B 0 4 5 ' 1 8 " W 17 9 . 5 7 ' S 4 2 \ U + 0 0 B 0 3 7 ' 0 9 " W 35 . 0 3 ' S 47\U+00B035'52" E 159.22' S 89 \ U + 0 0 B 0 5 6 ' 3 5 " E 143. 9 2 ' N 4 2 \ U + 0 0 B 0 4 4 ' 1 7 " E 13 5 . 5 4 ' N 47\U+00B027'11" W 246.53' E X X X X X X X XX X X X X X X X X X E E E C C C C C C C C C G GGGG G C CCC C CCC CC OHE OHE OHE X X (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 IR S PK F #4 IR F #4 IR F #4 IR 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 C R O S S I N G SC A R A F O N I A S 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 ' SE T B A C K 4' WI R E 4' WI R E GATE SIG NDUMPSTER ENCLOSURE 1 0 ' - 0 "10' DRAINAGE AND UTILITY ESMT (MB 53, PG 308) 1 0 ' - 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 E E E E W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE E E E SS SS C C C C C C C C C G GGGG G C CCC C CC C C C C C CC C C C C C C C C C C C G G G EM E SS S S E E E T T SS 12" B R O A D L E A F GM SS LOD LO DLOD LOD LO D LO D LO D LO D LOD LO D LO D LO D LODLODLODLOD LOD LODLOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LODLOD ME N U BO A R D OR D E R ST A N D GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 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 ) GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) ME N U BO A R D OR D E R ST A N D GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 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 ) GR E A S E TR A P ( S ) GR E A S E TR A P ( S ) 10-Coral Drift Rose3-Limelight Hydrangea 10-Needlepoint Holly 9-Coral Drift Rose32-Big Blue Liriope 1-Trident Maple3-Limelight Hydrangea 9-Adagio Grass18-Big Blue Liriope SOD SOD SOD SOD SOD Existing SodExisting Shrubs Existing Sod Existing Shrubs Existing SodExisting Shrubs Existing SodExisting Shrubs Existing SodExisting Shrubs Rock Mulch Existing ShrubsExisting Sod Existing Shrubs/Landscapeto Remain Existing Shrubs Existing Shrubs Existing Sod 30-Existing Tree to Remain X 1-Existing Tree to be Removed X X XX 4-Existing Tree to be Removed 4-Nuttall Oak Rock Mulch Tree Protection Fence Tree Protection Fence Tree Protection Fence LANDSCAPE REQUIREMENTS A.GENERAL STANDARDS REQUIRED 1.Min. 2 - 2.5" caliper for shade canopy trees 8-10' hgt. for understory and multi-trunk trees; shrubs min. 12" hgt. 2.15 trees per acre must be retained or planted on the disturbed portion of the site. PROVIDED 1.Planted trees are a min. of 2-2.5" caliper for shade canopy trees, 8-10' Hgt. for understory trees, and shrubs are a min. 12" hgt. 2.1.3 TOTAL SITE acres x 15 = 19 trees 30 existing trees to remain. 5 trees removed; 5 trees replaced. 4 Nuttall Oaks, 1 Trident Maple. B.TREE PRESERVATION REQUIRED 1.5 trees removed. 4 Nuttall Oaks, 1 Trident Maple. PROVIDED 1.5 trees replaced. 4 Nuttall Oaks, 1 Trident Maple. C.STREET YARD LANDSCAPING REQUIRED 1.For every 600 SF of street yard area, the street yard shall contain 1 canopy/shade tree and 6 shrubs, 12" Hgt at planting. Hwy 17: 240 LF x 18 = 4,320/600 = 7 street yard trees and 43 shrubs Porters Neck Rd: 238 LF x 18 = 4,284/600 = 7 street yard trees and 43 shrubs PROVIDED 1.Hwy 17: Existing landscaping to remain. 4 Bald Cypress, 3 Willow Oak existing. 50 + shrubs existing. Porters Neck Rd: Existing landscaping to remain. 4 Bald Cypress, 3 Willow Oak existing. 50 + shrubs existing. D.PARKING LOT LANDSCAPING REQUIRED 1.Interior area of a parking facility shall be shaded by canopy trees to provide 20% canopy coverage. Interior parking area = 22,872 SF x 20% = 4,574 SF of canopy coverage 2.When parking is within 50' of a R.O.W., a low buffer shall be incorporated into the street yard. The buffer shall consist of shrubbery, a grade change or planted berm or any combination. PROVIDED 1.Existing landscape to remain with the exception of the 1 end cap island that is being relocated (and 1 tree removed) for which we are providing 1 (2.5") new Trident Maple. 2.Existing landscape to remain. New shrubs added under new Trident Maple. E.FOUNDATION PLANTINGS REQUIRED 1.Portions of the bldg which are adjacent to parking, foundation plantings shall be required. 2.The area of the bldg face shall be computed and multiplied by 12%. The total SF shall be planted as landscaped areas. North bldg face = 975 SF x 12% = 117 SF of planting area West bldg face = 2,664 SF x 12% = 320 SF of planting area Total facade planting area = 437 SF PROVIDED 1.Existing foundation plantings to remain. New plantings also added adjacent to patio seating along drive through. 2.Existing landscape to remain. Total facade planting area along the North and West = 455 SF. "V" TRENCH BED EDGING SCALE: NTS5 PE R M I T PERMIT Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives. MLD PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-2998 REVISION SCHEDULE FSU# CH I C K - F I L - A 2023190 7/27/23 DO PO R T E R S N E C K 19 5 P O R T E R S N E C K R D WI L M I N G T O N , N C 2 8 4 1 1 04082 NO.DATE DESCRIPTION Landscape Details L-101 BY 4' - 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel postsor approved equal. ACTIVE PROTERCTION: Chain link, orange laminated plastic, wooden post and rail fencing or other equivalent restraining material.high density polyethylene 5" thick layer of mulch. Notes:1. See notes for additional tree protection requirements.2. No pruning shall be performed except by approved arborist. 3. No equipment shall operate inside the protective fencing including during fence installation and removal. 4. See site preparation plan for any modifications with the Tree Protection area. 12" x 18" sign laminated in plastic spaced every 100' along the perimeter of each protection area. TREE PROTECTION AREA STAY OUT Crown drip line or other limit of Tree Protection area. See landscape plan for fence alignment hardwood stakes 3 stakes, 2" x 2", driven firmly into subgrade prior to backfilling 6" Hgt. earth saucer beyond edge of root ball for water retention. Outer edge of saucer to be 6' diameter Guy above first branch with woven strap Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan. Hold mulch 4” from tree trunk. NOTE 1.2. 3. 4. Hole to be twice the width of the rootball.Do not heavily prune tree at planting. Prune only crossover limbs, broken or dead branches; Do not remove the terminal buds of branches that extend to the edge of the crown. Each tree must be planted such that the trunk flare is visible at the top of the rootball. Trees where the trunk flare is not visible shall be rejected. Do not cover the top of the rootball with soil. Mulch to be held back 4” away from trunk. Remove Guy Wires and Staking when warranty period has expired (after one year). Set top of rootball so that trunk flare is visible and above finished grade Tamp soil around rootball, and water in 6” layers to remove air pockets Completely remove top half of burlap, lacing straps, nails and wire basket and discard from hole. All synthetic burlap must be removed from sides of root ball. Root ball shall be placed directly on compacted subgrade. Topsoil and planting mix as defined in the Landscape Specifications TREE PLANTING & STAKINGSCALE: NTS1 SHRUB BED PLANTING DETAILSCALE: NTS2 GROUNDCOVER PLANTING DETAILSCALE: NTS3 TREE PROTECTION FENCING DETAILSCALE: NTS6 Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan. Hold mulch 4” from tree trunk. Varies Varies As shown “V” Trench Bed Edge Native soils subgrade Topsoil as defined in the Landscape Specifications Backfill planting pits with topsoil and native excavated soilMulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan Shrubs; type and size as defined on the plant list Planting pit to be twice the width of the rootball 18" MIN Edge of Bed B B A PLANT SPACING 'B' X ROW SPACING 'A' PLANTS/10SF 8" O.C.12" O.C.15" O.C.18" O.C. 6.9"10.4"13.0"15.7" 261275 A = Row SpacingB = On Center Spacing Space plants in a triangular pattern as shown, spaced equally from each other at spacing indicated on the plant list Native soils subgrade A Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan. Topsoil as defined in the Landscape Specifications NOTE1. 2.3. Space groundcover plants in accordance with indicated spacing listed on the plant list, or as shown on the landscape plan.Adjust spacing as necessary to evenly fill planting bed with indicated quantity of plants. Plant to within 24” of the trunks of trees and shrubs within planting bed and to within 18” of edge of bed. TURF SIDE PLANTING BED SIDE Mulch as defined in the Landscape Specifications. Hold Mulch 4" from tree trunk and shrub stems Shovel Cut Bed Edge at 45 degree angle, 6" deep Finished grade at bedline Topsoil as defined in the Landscape Specifications. Native soils subgrade PARKING ISLAND DETAIL SCALE: NTS4 Pavement Typ. Curb & Gutter Typ. Uncompact subgrade to a minimum depth of 24” from top of curb Width Varies Compacted Subgrade Mound islands 6”-8” height above island curbing. Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan 6"-8" Hgt NOTE1. 2. 3.4. 5. Clean construction debris from within landscape island areas (ie. concrete, rocks, rubble, building materials, ect), prior to installing topsoil and plant material.Fracture/loosen existing subgrade to a minimum 24" depth. Remove and replace any subgrade unsuitable for planting. Once subgrade is clean of debris and loosened, add topsoil to a minimum bermed 6"-8" height above island curbing.Island plant material as per the Landscape Plan.Install plant material as per tree, shrub and ground cover planting details, and as defined in the Landsacpe Specifications.Install mulch or sod as specified on the Landscape Plan, and as defined in the Landscape Specifications. Topsoil as defined in the Landscape Specifications; minimum 4” depth 24" Depth LANDSCAPE SPECIFICATIONS PART 1 - GENERAL DESCRIPTIONProvide trees, shrubs, ground covers, sod, and annuals/perennials as shown and specified on the landscape plan. The work includes:1. Soil preparation.2. Trees, shrubs, ground covers, and annuals/perennials.3. Planting mixes.4. Top Soil, Mulch and Planting accessories. 5. Maintenance.6. Decorative stone. Related Work:1. Irrigation System. QUALITY ASSURANCEPlant names indicated; comply with “Standardized Plant Names” as adopted by the latest edition of the American Joint Committee of Horticultural Nomenclature. Names of varieties not listed conform generally with names accepted by the nursery trade. Provide stock true to botanical name and legibly tagged. Comply with sizing and grading standards of the latest edition of “American Standard for Nursery Stock”. A plant shall be dimensioned as it stands in its natural position. All plants shall be nursery grown under climatic conditions similar to those in the locality of the project for a minimum of 2 years. Nursery Stock furnished shall be at least the minimum size indicated. Larger stock is acceptable, at no additional cost, and providing that the larger plants will not be cut back to size indicated. Provide plants indicated by two measurements so that only a maximum of 25% are of the minimum size indicated and 75% are of the maximum size indicated. Before submitting a bid, the Contractor shall have investigated the sources of supply and be satisfied that they can supply the listed plants in the size, variety and quality as specified. Failure to take this precaution will not relieve the Contractor from their responsibility for furnishing and installing all plant materials in strict accordance with the Contract Documents without additional cost to the Owner. The Landscape Architect shall approve any substitutes of plant material, or changes in plant material size, prior to the Landscape Contractor submitting a bid. DELIVER, STORAGE AND HANDLING Take all precautions customary in good trade practice in preparing plants for moving. Workmanship that fails to meet the highest standards will be rejected. Spray deciduous plants in foliage with an approved “Anti-Desiccant” immediately after digging to prevent dehydration. Dig, pack, transport, and handle plants with care to ensure protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order to stock. Protect all plants from drying out. If plants cannot be planted immediately upon delivery, properly protect them with soil, wet peat moss, or in a manner acceptable to the Landscape Architect. Water heeled-in plantings daily. No plant shall be bound with rope or wire in a manner that could damage or break the branches. Cover plants transported on open vehicles with a protective covering to prevent wind burn. PROJECT CONDITIONSProtect existing utilities, paving, and other facilities from damage caused by landscape operations. A complete list of plants, including a schedule of sizes, quantities, and other requirements are shown on the drawings. In the event that quantity discrepancies or material omissions occur in the plant materials list, the planting plans shall govern. The irrigation system will be installed prior to planting. Locate, protect and maintain the irrigation system during planting operations. Repair irrigation system components damaged during planting operations; at the Contractor’s expense. Refer to the irrigation specifications, irrigation plan and irrigation details. Do not begin landscape accessory work before completion of final grading or surfacing. WARRANTYWarrant plant material to remain alive, be healthy and in a vigorous condition for a period of 1 year after completion and final acceptance of entire project. Replace, in accordance with the drawings and specifications, all plants that are dead or, are in an unhealthy, or unsightly condition, and have lost their natural shape due to dead branches, or other causes due to the Contractor’s negligence. The cost of such replacement(s) is at the Contractor’s expense. Warrant all replacement plants for 1 year after installation. Warranty shall not include damage, loss of trees, plants, or ground covers caused by fires, floods, freezing rains, lightning storms, winds over 75 miles per hour, winter kill caused by extreme cold, severe winter conditions not typical of planting area, and/or acts of vandalism or negligence on a part of the Owner. Remove and immediately replace all plants, found to be unsatisfactory during the initial planting installation. Maintain and protect plant material, lawns, and irrigation until final acceptance is made. ACCEPTANCEInspection of planted areas will be made by the Owner’s representative.1. Planted areas will be accepted provided all requirements, including maintenance, have been complied with and plant materials are alive and in a healthy, vigorous condition. Upon acceptance, the Contractor shall commence the specified plant maintenance. CODES, PERMITS AND FEESObtain any necessary permits for this Section of Work and pay any fees required for permits. The entire installation shall fully comply with all local and state laws and ordinances, and with all established codes applicable thereto; also as depicted on the landscape and irrigation construction set. PART 2 - PRODUCTS MATERIALS Plants: Provide typical of their species or variety; with normal, densely developed branches and vigorous, fibrous root systems. Provide only sound, healthy, vigorous plants free from defects, disfiguring knots, sun scald injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestation. All plants shall have a fully developed form without voids and open spaces. Plants held on storage will be rejected if they show signs of growth during the storage period. 1. Balled and plants wrapped with burlap, to have firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant. Provide ball sizes complying with the latest edition of the “American Standard for Nursery Stock”. Cracked or mushroomed balls, or signs of circling roots are not acceptable.2. Container- grown stock: Grown in a container for sufficient length of time for the root system to have developed to hold its soil together, firm and whole.a. No plants shall be loose in the container.b. Container stock shall not be pot bound.3. Plants planted in rows shall be matched in form.4. Plants larger than those specified in the plant list may be used when acceptable to the Landscape Architect.a. If the use of larger plants is acceptable, increase the spread of roots or root ball in proportion to the size of the plant.5. The height of the trees, measured from the crown of the roots to the top of the top branch, shall not be less than the minimum size designated in the plant list. 6. No pruning wounds shall be present with a diameter of more than 1” and such wounds must show vigorous bark on all edges.7. Evergreen trees shall be branched to the ground or as specified in plant list.8. Shrubs and small plants shall meet the requirements for spread and height indicated in the plant list. a. The measurements for height shall be taken from the ground level to the height of the top of the plant and not the longest branch.b. Single stemmed or thin plants will not be accepted.c. Side branches shall be generous, well-twigged, and the plant as a whole well-bushed to the ground. d. Plants shall be in a moist, vigorous condition, free from dead wood, bruises, or other root or branch injuries. ACCESSORIESTopsoil: Shall be Fertile, friable, natural topsoil of loamy character, without admixture of subsoil material, obtained from a well-drained arable site, reasonably free from clay, lumps, coarse sands, stones, roots, sticks, and other foreign materials, with acidity range of between pH 6.0 and 6.8. Note: All planting areas shall be cleaned of construction debris (ie. Concrete, rubble, stones, building material, etc.) prior to adding and spreading of the top soil. 1. Sod Areas: Spread a minimum 4” layer of top soil and rake smooth.2. Planting bed areas: Spread a minimum 4” layer of top soil and rake smooth. 3. Landscape Islands/Medians: Fracture/loosen existing subgrade to a minimum 24" depth. Remove and replace any subgrade unsuitable for planting. Once subgrade is clean of debris and loosened, add topsoil to a minimum berm 6"-8" height above island curbing.4. Annual/Perennial bed areas: Add a minimum of 4” organic matter and till to a minimum 12” depth. Mulch: Type selected dependent on region and availability; see landscape plans for type of much to be used. Hold mulch 4” from tree trunks and shrub stems.1. Hardwood: (color) dark brown, 6 month old well rotted double shredded native hardwood bark mulch not larger than 4” in length and ½” in width, free of wood chips and sawdust. Install minimum depth of 3”.2. Pine Straw: Pine straw to be fresh harvest, free of debris, bright in color. Bales to be wired and tightly bound. Needles to be dry. Install minimum depth of 3”.3. River Rock: (color) light gray to buff to dark brown, washed river rock, 1” – 3” in size. Install in shrub beds to an even depth of 3”. Weed control barrier to be installed under all rock mulch areas. Use caution during installation not to damage plant material. 4. Mini Nuggets: Install to a minimum depth of 2”-3” at all locations of annual and perennial beds. Lift the stems and leaves of the annuals and carefully spread the mulch to avoid injuring the plants. Gently brush the mulch off the plants. Guying/Staking:1. Arbortie: Green (or white) staking and guying material to be flat, woven, polypropylene material, ¾” wide 900 lb. break strength. Arbortie shall be fastened to stakes in a manner which permits tree movement and supports the tree.2. Remove Guying/Staking after one year from planting. Tree Wrap: Tree wraps should be used on young, newly planted thin-barked trees (Cherry, Crabapple, Honey Locust, Linden, Maple, Mountain Ash, Plum) that are most susceptible to sun scald/Sunburn. Standard waterproofed tree wrapping paper, 2-1/2” wide, made of 2 layers of crepe Draft paper weighing not less than 30 lbs. per ream, cemented together with asphalt. Wrap the tree in the fall and leave the wrap in place throughout the winter and early spring. Tree wraps are temporary and no longer needed once trees develop corky bark. PART 3 – EXECUTION INSPECTION Prior to beginning work, the Landscape Contractor shall inspect the subgrade, general site conditions, verify elevations, utility locations, irrigation, approve top soil provided by the General Contractor and observe the site conditions under which the work is to be done. Notify the General Contractor of any unsatisfactory conditions, and work shall not proceed until such conditions have been corrected and are acceptable to the Landscape Contractor. PREPARATIONPlanting shall be performed only by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. Locate plants as indicated on the plans or as approved in the field after staking by the Landscape Contractor. If obstructions are encountered that are not shown on the drawings, do not proceed with planting operations until alternate plant locations have been selected and approved by the Landscape Architect; spacing of plant material shall be as shown on the landscape plan. Excavate circular plant pits with vertical sides, except for plants specifically indicated to be planted in beds. Provide shrub pits at least 12” greater than the diameter of the root system and 24” greater for trees. Depth of pit shall accommodate the root system. Provide undisturbed sub grade to hold root ball at nursery grade as shown on the drawings. INSTALLATIONSet plant material in the planting pit to proper grade and alignment. Set plants upright, plumb, and faced to give the best appearance or relationship to each other or adjacent structure. Set plant material 2” – 3” above the finish grade. No filling will be permitted around trunks or stems. Backfill the pit with topsoil mix and excavated material. Do not use frozen or muddy mixtures for backfilling. Form a ring of soil around the edge of each planting pit to retain water. After balled and wrapped in burlap plants are set, muddle planting soil mixture around bases of balls and fill all voids. 1. Remove all burlap, ropes, and wires from the top 1/3 of the root ball Space ground cover plants in accordance with indicated dimensions. Adjust spacing as necessary to evenly fill planting bed with indicated quantity of plants. Plant to within 24” of the trunks of trees and shrubs within planting bed and to within 18” of edge of bed. Mulching:1. Mulch tree and shrub planting pits and shrub beds with required mulching material (see landscape plan for mulch type); depth of mulch as noted above. Hold mulch back 4” away from tree trunks and shrub stems. Thoroughly water mulched areas. After watering, rake mulch to provide a uniform finished surface. Decorative Stone: (where indicated on landscape plan)1. Install weed control barrier over sub-grade prior to installing stone. Lap 6” on all sides.2. Place stone without damaging weed barrier. 3. Arrange stones for best appearance and to cover all weed barrier fabric. Wrapping, guying, staking:1. Inspect trees for injury to trunks, evidence of insect infestation, and improper pruning before wrapping. 2. Wrapping:a. Wrap trunks of all young newly planted trees known to have thin bark. Wrap spirally from bottom to top with specified tree wrap and secure in place.b. Overlap ½ the width of the tree wrap strip and cover the trunk from the ground to the height of the second branch. c. Secure tree wrap in place with twine wound spirally downward in the opposite direction, tied around the tree in at least 3 places in addition to the top and bottom.d. Wrap the trees in the fall and leave the wrap in place throughout the winter and early spring. d. Tree wraps are temporary and no longer needed once the trees develop corky bark. 3. Staking/Guying:a. Stake/guy all trees immediately after lawn sodding operations and prior to acceptance.b. Stake deciduous trees 2” caliper and less. Stake evergreen trees under 7’-0” tall.1. Stakes are placed in line with prevailing wind direction and driven into undisturbed soil.2. Ties are attached to the tree, usually at the lowest branch. c. Guy deciduous trees over 2” caliper. Guy evergreen trees 7’-0” tall and over.1. Guy wires to be attached to three stakes driven into undisturbed soil, with one stake placed in the direction of the prevailing wind. 2. Ties are attached to the tree as high as practical.3. The axis of the stake should be at 90 degree angle to the axis on the pull of the guy wire. 4.Remove all guying and staking after one year from planting. Pruning:1. Prune deciduous trees and evergreens only to remove broken or damaged branches. WORKMANSHIPDuring landscape/irrigation installation operations, all areas shall be kept neat and clean. Precautions shall be taken to avoid damage to existing structures. All work shall be performed in a safe manner to the operators, the occupants and any pedestrians. Upon completion of installation operations, all excess materials, equipment, debris and waste material shall be cleaned up and removed from the site; unless provisions have been granted by the owner to use on-site trash receptacles. Sweep parking and walks clean of dirt and debris. Remove all plant tags and other debris from lawns and planting areas. Any damage to the landscape, the structure, or the irrigation system caused by the landscape contractor shall be repaired by the landscape contractor without charge to the owner. MAINTENANCEContractor shall provide maintenance until work has been accepted by the Owner's Representative. Maintenance shall include mowing, fertilizing, mulching, pruning, cultivation, weeding, watering, and application of appropriate insecticides and fungicides necessary to maintain plants and lawns free of insects and disease.1. Re-set settled plants to proper grade and position. Restore planting saucer and adjacent material and remove dead material. 2. repair guy wires and stakes as required. Remove all stakes and guy wires after 1 year.3. Correct defective work as soon as possible after deficiencies become apparent and weather and season permit.4. Water trees, plants and ground cover beds within the first 24 hours of initial planting, and not less than twice per week until final acceptance. LANDSCAPE MAINTENANCE SPECIFICATIONS The Contractor shall provide as a separate bid, maintenance for a period of 1 year after final acceptance of the project landscaping. The Contractor must be able to provide continued maintenance if requested by the Owner or provide the name of a reputable landscape contractor who can provide maintenance. STANDARDSAll landscape maintenance services shall be performed by trained personnel using current, acceptable horticultural practices. All work shall be performed in a manner that maintains the original intent of the landscape design. All chemical applications shall be performed in accordance with current county, state and federal laws, using EPA registered materials and methods of application. These applications shall be performed under the supervision of a Licensed Certified applicator. APPROVALSAny work performed in addition to that which is outlined in the contract shall only be done upon written approval by the Owner’s Representative (General Manager of the restaurant). All seasonal color selections shall be approved by the General Manager prior to ordering and installation. SOIL TESTINGThe maintenance contractor shall perform soil tests as needed to identify imbalances or deficiencies causing plant material decline. The owner shall be notified of the recommendation for approval, and the necessary corrections made at an additional cost to the owner. Acceptable Soil Test Results Landscape Trees and Shrubs Turf pH Range 5.0-7.0 6.0-7.0Organic Matter >1.5%>2.5%Magnesium (Mg)100+lbs./acre 100+lbs./acrePhosphorus (P2O5)150+lbs./acre 150+lbs./acrePotassium (K2O)120+lbs./acre 120+lbs./acreSoluble salts/Not to exceed 900ppm/1.9 mmhos/cm Not to exceed 750ppm/0.75 mmhos/cmConductivityin soil; not to exceed 1400 ppm/2.5 in soil; not to exceed 2000 ppm/2.0mmhos/cm in high organic mix mmhos/cm in high organic mix For unusual soil conditions, the following optional tests are recommended with levels not to exceed:Boron 3 pounds per acreManganese50 pounds per acrePotassium (K2O)450 pounds per acreSodium20 pounds per acre WORKMANSHIPDuring landscape maintenance operations, all areas shall be kept neat and clean. Precautions shall be taken to avoid damage to existing structures. All work shall be performed in a safe manner to the operators, the occupants and any pedestrians. Upon completion of maintenance operations, all debris and waste material shall be cleaned up and removed from the site, unless provisions have been granted by the owner to use on-site trash receptacles. Any damage to the landscape, the structure, or the irrigation system caused by the maintenance contractor, shall be repaired by the maintenance contractor without charge to the owner. TURF GENERAL CLEAN UPPrior to mowing, all trash, sticks, and other unwanted debris shall be removed from lawns, plant beds, and paved areas. MOWINGWarm season grasses (i.e. Bermuda grass) shall be maintained at a height of 1” to 2” during the growing season. Cool season grasses, including blue grass, tall fescue, perennial ryegrass, etc., shall be maintained at a height of 2” to 3” in spring and fall. From June through September, mowing height shall be maintained at no less than 3”. The mowing operation includes trimming around all obstacles, raking excessive grass clippings and removing debris from walks, curbs, and parking areas. Caution: Weed eaters should NOT be used around trees because of potential damage to the bark. EDGINGEdging of all sidewalks, curbs and other paved areas shall be performed once every other mowing. Debris from the edging operations shall be removed and the areas swept clean. Caution shall be used to avoid flying debris. LIMING & FERTILIZINGA soil test shall be taken to determine whether an application of limestone in late fall is necessary. If limestone is required, the landscape contractor shall specify the rate, obtain approval from the owner and apply it at an additional cost. A unit price for liming of turf shall accompany the bid based on a rate of 50 pounds per 1000 square feet. Fertilizer shall be applied in areas based on the existing turf species. LAWN WEED CONTROL: HERBICIDESSelection and proper use of herbicides shall be the landscape contractor’s responsibility. All chemical applications shall be performed under the supervision of a Licensed Certified Applicator. Read the label prior to applying any chemical. INSECT & DISEASE CONTROL FOR TURFThe contractor shall be responsible for monitoring the site conditions on each visit to determine if any insect pest or disease problems exist. The contractor shall identify the insect pest or disease, as well as the host plant, and then consult the most current edition of the Cooperative Extension Service’s “Commercial Insecticide Recommendation for Turf” for control. The licensed applicator shall be familiar with the label provided for the selected product prior to application. Inspection and treatment to control insect pests shall be included in the contract price. TREES, SHRUBS, & GROUND COVER PRUNINGAll ornamental trees, shrubs and ground cover shall be pruned when appropriate to remove dead or damaged branches, develop the natural shapes. Do not shear trees or shrubs. If previous maintenance practice has been to shear and ball, then a natural shape will be restored gradually. Pruning Guidelines:1. Prune those that flower before the end of June immediately after flowering. Flower buds develop during the previous growing season. Fall, winter or spring pruning would reduce the spring flowering display. 2. Prune those that flower in summer or autumn in winter or spring before new growth begins, since these plants develop flowers on new growth.3. Delay pruning plants grown for ornamental fruits, such as cotoneasters, pyracanthas and viburnums. 4. Hollies and other evergreens may be pruned during winter in order to use their branches for seasonal decoration. However, severe pruning of evergreens should be done in early spring only.5. Broadleaf evergreen shrubs shall be hand-pruned to maintain their natural appearance after the new growth hardens off.6. Hedges or shrubs that require shearing to maintain a formal appearance shall be pruned as required. Dead wood shall be removed from sheared plants before the first shearing of the season.7. Conifers shall be pruned, if required, according to their genus.A. Yews, junipers, hemlocks, arborvitae, and false-cypress may be pruned after new growth has hardened off in late summer. If severe pruning is necessary, it must be done in early spring.B. Firs and spruces may be lightly pruned in late summer, fall, or winter after completing growth. Leave side buds. Never cut central leader.C. Pines may be lightly pruned in early June by reducing candles.8. Groundcover shall be edged and pruned as needed to contain it within its borders. 9. Thinning: Remove branches and water sprouts by cutting them back to their point of origin on parent stems. This method results in a more open plant, without stimulating excessive growth. Thinning is used on crepe myrtle, lilacs, viburnums, smoke bush,etc.10. Renewal pruning: Remove oldest branches of shrub at ground, leaving the younger, more vigorous branches. Also remove weak stems. On overgrown plants, this method may be best done over a three-year period. Renewal pruning may be used on abelia, forsythia, deutzia, spiraea, etc. Plants overhanging passageways and parking areas and damaged plants shall be pruned as needed. Shade trees that cannot be adequately pruned from the ground shall not be included in the Maintenance Contract. A certified arborist under a separate contract shall perform this type of work. SPRING CLEANUPPlant beds shall receive a general cleanup before fertilizing and mulching. Cleanup includes removing debris and trash from beds and cutting back herbaceous perennials left standing through winter, e.g. ornamental grasses, Sedum Autumn Joy. FERTILIZINGFor trees, the rate of fertilization depends on the tree species, tree vigor, area available for fertilization, and growth stage of the tree. Mature specimens benefit from fertilization every 3 to 4 years; younger trees shall be fertilized more often during rapid growth stages. The current recommendation is based on the rate of 1000 square feet of area under the tree to be fertilized. For deciduous trees, 2 to 6 pounds of Nitrogen per 1000 square feet; for narrow-leaf evergreens, 1 to 4 pounds of Nitrogen per 1000 square feet; for broadleaf evergreens, 1 to 3 pounds of Nitrogen per 1000 square feet. Shrubs and groundcover shall be top-dressed with compost 1” deep, or fertilized once in March with 10-6-4 analysis fertilizer at the rate of 3 pounds per 100 square feet of bed area. Ericaceous material shall be fertilized with an ericaceous fertilizer at the manufacturer’s recommendation rate. If plants are growing poorly, a soil sample should be taken. MULCHINGAnnually, all tree and shrub beds will be prepared and mulched, to a minimum depth of 3” with quality mulch to match existing. Bed preparation shall include removing all weeds, cleaning up said bed, edging and cultivating decayed mulch into the soil. Debris from edging is to be removed from beds where applicable. If deemed necessary, a pre-emergent herbicide may be applied to the soil to inhibit the growth of future weeds. Organically maintained gardens shall not receive any pre-emergent herbicides. Mulch in excess of 4” will be removed from the bed areas. SPECIAL CARE shall be taken in the mulching operation not to over-mulch or cover the base of trees and shrubs. This can be detrimental to the health of the plants. WEEDINGAll beds shall be weeded on a continuous basis throughout the growing season to maintain a neat appearance at all times. Pre-emergent (soil-applied) and post-emergent (foliar-applied) herbicides shall be used where and when applicable and in accordance with the product’s label. INSECT & DISEASE CONTROL: TREES, SHRUBS & GROUNDCOVER The maintenance contractor shall be responsible for monitoring the landscape site on a regular basis. The monitoring frequency shall be monthly except for growing season, which will be every other week. Trained personnel shall monitor for plant damaging insect activity, plant pathogenic diseases and potential cultural problems in the landscape. The pest or cultural problem will be identified under the supervision of the contractor. For plant damaging insects and mites identified in the landscape, the contractor shall consult and follow the recommendations of the most current edition of the state Cooperative Service publication on insect control on landscape plant material. Plant pathogenic disease problems identified by the contractor that can be resolved by pruning or physical removal of damaged plant parts will be performed as part of the contract. For an additional charge, plant pathogenic diseases that can be resolved through properly timed applications of fungicides shall be made when the owner authorizes it. If the contractor notes an especially insect-or disease-prone plant species in the landscape, he/she will suggest replacement with a more pest-resistant cultivar or species that is consistent with the intent of the landscape design. NOTE: For identification of plant-damaging insects and mites, a reference textbook that can be used is Insects that feed on Trees and Shrubs by Johnson and Lyon, Comstock Publishing Associates. For plan pathogenic diseases, two references are suggested: Scouting and Controlling Woody Ornamental Diseases in Landscapes and Nurseries, authorized by Gary Moorman, published by Penn State College of Agricultural Sciences, and Diseases of Trees and Shrubs by Sinclair and Lyon, published by Comstock Publishing Press. TRASH REMOVALThe maintenance contractor shall remove trash from all shrub and groundcover beds with each visit. LEAF REMOVALAll fallen leaves shall be removed from the site in November and once in December. If requested by the owner, the maintenance contractor, at an additional cost to the owner shall perform supplemental leaf removals. WINTER CLEAN-UPThe project shall receive a general clean-up once during each of the winter months, i.e., January, February, and March. Clean-up includes:•Cleaning curbs and parking areas •Removing all trash and unwanted debris•Turning mulch where necessary •Inspection of grounds SEASONAL COLOR: PERENNIALS, ANNUALS, AND BULBS The installation of perennials, annuals, and bulbs, unless specified herein, shall be reviewed with the owner, and, if accepted, installed and billed to the owner. SEASONAL COLOR MAINTENANCE Perennialization of Bulbs:1. After flowering, cut off spent flower heads.2. Allow leaves of daffodils and hyacinths to remain for six weeks after flowers have faded. Cut off at base. 3. Allow leaves of other bulbs to yellow naturally and then cut off at base.4. Apply fertilizer after flowering in spring, possibly again in fall. Apply 10-10-10 at the rate of 2 pounds per 1000 square feet, or top-dress with compost 1” deep. Fall fertilization with a bulb fertilizer or mulching with 1” of compost is optional. Flower Rotation:1. Bulbs: Remove the entire plant and bulb after flowers have faded or at the direction of the owner, and install new plants if included in contract.2. Summer Annuals or Fall Plants:a. Dead heading: Pinch and remove dead flowers on annuals as necessary. b. Fertilizing Summer Annuals: Fertilize using one or two methods: Apply a slow-release fertilizer in May following manufacturer’s recommendations. A booster such as 10-10-10 may be necessary in late summer. Or, apply liquid fertilizations of 20-20-20 water-soluble fertilizers, not to exceed 2 pounds of 20-20-20 per 100 gallons of water, monthly; or mulch with compost 1” deep. c. Removal: If fall plants are to be installed, summer annuals shall be left in the ground until the first killing frost and then removed, unless otherwise directed by the owner. Perennials:1. After initial installation, if a time-released fertilizer has been incorporated during plant installation, no more fertilizer need be applied the first growing season.2. The following year:a. Fertilize perennials with a slow-release fertilizer or any 50% organic fertilizer, or mulch perennials with compost 1” deep.b. Cut all deciduous perennials flush to the ground by March 1, if this was not done the previous fall, to allow new growth to develop freely.c. Mulch the perennial bed once in early spring at 1”-2” depth. If soil is bared in late fall, re-mulch lightly after ground is frozen to protect perennials.d. Inspect for insect or disease problems on perennials. Monitor and control slugs on hostas and ligularias. Powdery mildew on phlox, monardas, and asters can be prevented with properly timed fungicides or use of disease-resistant varieties.e. Weed perennial bed as specified in “WEEDING” above.f. Prune branching species to increase density. Cut only the flowering stems after blooming. Do not remove the foliage.3. The following fall cut back deteriorating plant parts unless instructed to retain for winter interest, e.g. Sedum Autumn Joy and ornamental grasses.4. Long-term Care:a. Divide plants that overcrowd the space provided. Divide according to the species. Some need frequent dividing, e.g. asters and yarrow every two years; other rarely, if ever, e.g. peonies, hosta, and astilbe. b. For detailed information regarding the care of specific perennials, refer to All About Perennials by Ortho; Perennials: How to Select, Grow and Enjoy by Pamela Harper and Frederick McGouty, Hp Books Publisher; Herbaceous Perennial Plants: A Treatise on their Identification, Culture and Garden Attributes by Allan Armitage, Stipes Pub LLC. SUMMARY OF MAINTENANCE LAWN MAINTENANCE1. Soil analysis performed annually to determine pH. If pH does not fall within specified range, adjust according to soil test recommendations.2. Maintain proper fertility and pH levels of the soil to provide an environment conducive to turf vitality for cool season grasses3. Mow warm and cool season on a regular basis and as season and weather dictates. Remove no more than the top 1/3 of leaf blade. Clippings on paved and bed areas will be removed.4. Aerate warm season turf areas to maintain high standards of turf appearance.5. Apply pre-emergent to turf in two applications in early February and early April to extend barrier.6. Apply post emergent as needed to control weeds. 7. Mechanically edge curbs and walks.8. Apply non-selective herbicide, to mulched bed areas and pavement and remove excess runners to maintain clean defined beds. TREE, GROUNDCOVER, AND SHRUB BED MAINTENANCE 1. Prune shrubs, trees and groundcover to encourage healthy growth and create a natural appearance.2. Mulch to be applied in February/March with a half rate in late summer to top dress.3. Apply pre-emergent herbicides in February and April.4. Manual weed control to maintain clean bed appearance. 5. Apply fungicides and insecticides as needed to control insects and disease.6. Ornamental shrubs, trees and groundcovers to be fertilized three (3) times per year with a balanced material (January/February, April/May, and October/November)7. Edge all mulched beds.8. Remove all litter and debris. GENERAL MAINTENANCE1. Remove all man-made debris, blow edges.2. Inspect grounds on a monthly basis and schedule inspection with Unit Operator. PE R M I T PERMIT Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives. MLD PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-2998 REVISION SCHEDULE FSU# CH I C K - F I L - A 2023190 7/27/23 DO PO R T E R S N E C K 19 5 P O R T E R S N E C K R D WI L M I N G T O N , N C 2 8 4 1 1 04082 NO.DATE DESCRIPTION Landscape &MaintenanceSpecifications L-102 BY