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HomeMy WebLinkAboutCFA Monkey Junction Civil Set_v1Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT CONTACTS OWNER/TENANT CHICK-FIL-A 5200 BUFFINGTON ROAD ATLANTA, GA 30349 ANDREW BERNARD, PE 704.449.4530 ANDREW.BERNARD@JLL.COM ENGINEER BOWMAN NORTH CAROLINA LTD 10130 PERIMETER PARKWAY, SUITE 100 CHARLOTTE, NC 28216 PAUL N. LAWLER, PE 980.446.3336 PLAWLER@BOWMAN.COM SURVEYOR BOWMAN NORTH CAROLINA LTD 880 ISLAND PARK DRIVE, SUITE 400 CHARLESTON, SC 29492 RICHARD L. WOOTEN, JR. 843.501.0333 RWOOTEN@BOWMAN.COM LANDSCAPE ARCHITECT MLD STUDIO 51 OLD CANTON STREET ALPHARETTA, GA 30009 AARON D. NEITZKE, RLA 770.375.6512 ANEITZKE@MLDSTUDIO.COM ARCHITECT INTERPLAN LLC 220 E CENTRAL PARKWAY, # 4000 ALTAMONTE SPRINGS, FL 32701 JONATHAN FIESTA, RA 720.288.5073 JFIESTA@INTERPLANLLC.COM SANITARY SEWER & WATER SERVICE CAPE FEAR PUBLIC UTILITY AUTHORITY BERNICE JOHNSON 910.332.6620 BERNICE.JOHNSON@CFPUA.ORG GAS PIEDMONT NATURAL GAS 910.251.2802 STORM DRAINAGE & EROSION AND SEDIMENT CONTROL NEW HANOVER COUNTY ENGINEERING DEPARTMENT GALEN JAMISON 910.798.7072 GJAMISON@NHCGOV.COM BUILDING INSPECTOR NEW HANOVER COUNTY BUILDING SAFETY DEPARTMENT BERT BILLINGS 910.524.0523 BBILLINGS@NHCGOV.COM PLANNING/ZONING DEPARTMENT NEW HANOVER COUNTY PLANNING & LAND USE DEPARTMENT ROBERT FARRELL 910.798.7164 RFARRELL@NHCGOV.COM POWER DUKE ENERGY PROGRESS 910.350.3457 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. FLOOD ZONE NOTE LEGAL DESCRIPTION (SITE CONTAINS 1.28) NORTH MERIDIAN INFORMATION AS SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 83 INTERNATIONAL FEET, DISTANCES SHOWN ARE HORIZONTAL "GROUND DISTANCES". VERTICAL DATUM IS BASED ON NAVD88. CONTOUR INTERVALS ARE 1 FOOT. BEGINNING AT AN IRON REBAR FOUND (IRF) IN THE WESTERN LINE OF SOUTH COLLEGE ROAD, NC ROUTE 132, 200' RIGHT-OF-WAY AND BEING A CORNER TO THE LANDS OF LOWE'S HOME CENTERS, INC. (PID: R07100-003-038-000); THENCE DEPARTING SOUTH COLLEGE ROAD AND RUNNING WITH PID: R07100-003-038-000 THE FOLLOWING FOUR (4) COURSES; N 86°55'26" W 50.22 FEET TO A NAIL FOUND; THENCE N 70°10'35" W 75.86 FEET TO A DRILL HOLE SET; THENCE N 45°34'38" W 93.80 FEET TO AN IRF; THENCE N 56°20'23" W 71.47 FEET TO A PK NAIL SET (PKS) IN THE LINE OF PID: R07100-003-038-000 AND BEING A CORNER TO THE LANDS OF ZP 382 MONKEY JUNCTION, LLC (PID: R07100-003-240-000); THENCE DEPARTING PID: R07100-003-038-000 AND RUNNING WITH PID: R07100-003-240-000 THE FOLLOWING COURSE; N 19°49'25" E 194.48 FEET TO A PKS BEING A CORNER TO PID: R07100-003-240-000 AND IN THE LINE OF THE OTHER LANDS OF ZP 382 MONKEY JUNCTION, LLC (PID: R07100-003-239-000); THENCE DEPARTING PID: R07100-003-240-000 AND RUNNING WITH PID: R07100-003-239-000 THE FOLLOWING COURSE; S 70°10'35" E 204.89 FEET TO AN IRON REBAR SET (IRS) BEING A CORNER TO PID: R07100-003-239-000 AND IN THE AFOREMENTIONED WESTERN LINE OF SOUTH COLLEGE ROAD, NC ROUTE 132, 200' RIGHT-OF-WAY; THENCE DEPARTING PID: R07100-003-239-000 AND RUNNING WITH SOUTH COLLEGE ROAD THE FOLLOWING COURSE; 247.40 FEET ALONG THE ARC OF A CURVE DEFLECTING TO THE RIGHT WITH A RADIUS OF 11359.16 FEET, A CENTRAL ANGLE OF 01°14'52", AND A CHORD BEARING AND DISTANCE OF S 02°28'58" W, 247.39 FEET TO THE POINT OF BEGINNING, CONTAINING 55,917 SQUARE FEET OR 1.28 ACRES OF LAND MORE OR LESS. THE PROPERTIES SHOWN HEREON LIES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND ZONE X (AREAS DETERMINED TO BE INSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP (FIRM) NUMBER 3720313400K, MAP DATE 08/28/2018. PROJECT DESCRIPTION SITE DEVELOPMENT PLANS TO PROPOSE DRIVE-THRU, PARKING, AND STRIPING MODIFICATIONS AND ADDITION OF DUAL OMD CANOPY SITE DEVELOPMENT PLANS FOR 5106 COLLEGE ROAD STORE #01305 CHICK-FIL-A MONKEY JUNCTION FSU WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PARCEL ID R07 100-003-241-000 VICINITY MAP NOT TO SCALEDATUM NOTE NEW HANOVER COUNTY SHEET INDEX SHEET NUMBER SHEET TITLE C-1.0 COVER SHEET C-1.1 EXISTING CONDITIONS PLAN C-1.1.1 SURVEY C-1.2 DEMOLITION PLAN C-2.0 SITE PLAN C-2.1 TRUCK TURNING PLAN C-3.0 GRADING & DRAINAGE 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-101 LANDSCAPE PLAN L-102 LANDSCAPE DETAILS L-103 LANDSCAPE & MAINTENANCE SPECIFICATIONS ES-1.0 SITE PHOTOMETRIC PLAN C-1.0 COVER SHEET E S D GM T S OHE C G FLAG POLE INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL TRAFFIC CONTROL BOX TRAFFIC SIGNAL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP BROAD LEAF TREE WITH SIZE SWALE / DITCH LINE UNDERGROUND GAS SERVICE UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED) SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS METER BOLLARD / POST MAILBOX MARKER WITNESS POST BACKFLOW PREVENTER BUILDING CONCRETE RIP-RAP LANDSCAPING CATV PEDESTAL ADA WARNING C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E S S S S S D D GM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OH E OH E OH E OHE T T TT POB PARCEL " B - 3 " PARCEL " B - 2 " PARCEL " C " SNEEDE N A C C E S S EASEME N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEME N T A R E A MB 54 PG 3 0 9 PARCE L " B - 4 " PID: RO 7 1 0 0 - 0 0 3 - 2 4 1 - 0 0 0 1.28 AC R E S O R 5 5 , 9 1 7 S Q . F T . C 1 N 86°55' 2 6 " W 5 0 . 2 2 ' N 70°10'35" W 75.86' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 56°2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70°10'35" E 204.89' S O U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 2 0 0 ' P U B L I C R I G H T - O F - W A Y DR I V E TH R U DRIVE THRU DR I V E TH R U DR I V E TH R U Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT C-1.1 EXISTING CONDITIONS PLAN 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 83 INTERNATIONAL FEET, DISTANCES SHOWN ARE HORIZONTAL "GROUND DISTANCES". VERTICAL DATUM IS BASED ON NAVD88. CONTOUR INTERVALS ARE 1 FOOT. THE PROPERTIES SHOWN HEREON LIES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND ZONE X (AREAS DETERMINED TO BE INSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP (FIRM) NUMBER 3720313400K, MAP DATE 08/28/2018. C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E S S S S S D D GM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OH E OH E OH E OHE T T TT POB PARCEL " B - 3 " PARCEL " B - 2 " PARCEL " C " SNEEDE N A C C E S S EASEME N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEME N T A R E A MB 54 PG 3 0 9 PARCE L " B - 4 " PID: RO 7 1 0 0 - 0 0 3 - 2 4 1 - 0 0 0 1.28 AC R E S O R 5 5 , 9 1 7 S Q . F T . C 1 N 86°55' 2 6 " W 5 0 . 2 2 ' N 70°10'35" W 75.86' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 56°2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70°10'35" E 204.89' S O U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 2 0 0 ' P U B L I C R I G H T - O F - W A Y DR I V E TH R U DRIVE THRU DR I V E TH R U DR I V E TH R U 222222 E S D GM T S OHE C G FLAG POLE INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL TRAFFIC CONTROL BOX TRAFFIC SIGNAL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP BROAD LEAF TREE WITH SIZE SWALE / DITCH LINE UNDERGROUND GAS SERVICE UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED) SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS METER BOLLARD / POST MAILBOX MARKER WITNESS POST BACKFLOW PREVENTER BUILDING CONCRETE RIP-RAP LANDSCAPING CATV PEDESTAL ADA WARNING Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 DEMO OBJECT DEMO CONCRETE SIDEWALK SAWCUT LINE DEMO CONCRETE PAVEMENT DEMO HMAC PAVEMENT DEMO LANDSCAPE AREA LEGEND 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.PERIMETER TREES, LANDSCAPING, AND UTILITIES TO REMAIN UNLESS OTHERWISE NOTED. 13.PROPOSED LIMIT OF DISTURBANCE =0.72 ACRES. LANDLORD RESPONSIBILITIES 1.COMPLETION OF ALL NECESSARY AND APPROPRIATE ACCESS DRIVES AND CURB CUTS 2.DEMOLITION OF EXISTING IMPROVEMENTS AND REMOVAL OF ALL DEBRIS INCLUDING ANY UNDERGROUND FOUNDATIONS OR FOOTINGS POWER UTILITIES TO BE RELOCATED 4 GUY WIRE TO BE RELOCATED 5 CONCRETE SIDEWALK TO BE REMOVED 6 LIGHTPOLE TO BE RELOCATED LIMIT OF DISTURBANCE DEMO CURB & GUTTER DEMO PAVEMENT MARKINGS 7 MAILBOX TO BE RELOCATED CONCRETE PAVEMENT TO BE REMOVED9 HMAC PAVEMENT TO BE REMOVED10 CONCRETE BOLLARD TO BE REMOVED11 TREE TO BE REMOVED12 SIGN TO BE REMOVED13 2 2 2 2 2 2DEMO UTILITIES C-1.2 DEMOLITION PLAN 14 ORDER POINT TO BE RELOCATED 8 LANDSCAPE AREA TO BE REMOVED 15 CLEARANCE BAR TO BE RELOCATED E S D GM T S OHE C G FLAG POLE INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL TRAFFIC CONTROL BOX TRAFFIC SIGNAL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP BROAD LEAF TREE WITH SIZE SWALE / DITCH LINE UNDERGROUND GAS SERVICE UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED) SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS METER BOLLARD / POST MAILBOX MARKER WITNESS POST BACKFLOW PREVENTER BUILDING CONCRETE RIP-RAP LANDSCAPING CATV PEDESTAL ADA WARNING E E E S S S S S D D GM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OH E OH E OH E OHE T T TT POB PARCEL " B - 3 " PARCEL " B - 2 " PARCEL " C " SNEEDE N A C C E S S EASEME N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEME N T A R E A MB 54 PG 3 0 9 PARCE L " B - 4 " PID: RO 7 1 0 0 - 0 0 3 - 2 4 1 - 0 0 0 1.28 AC R E S O R 5 5 , 9 1 7 S Q . F T . C 1 N 86°55' 2 6 " W 5 0 . 2 2 ' N 70°10'35" W 75.86' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 56°2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70°10'35" E 204.89' S O U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 2 0 0 ' P U B L I C R I G H T - O F - W A Y DRIVE THRU E DO N O T E N T E R E PROP. 4" SOLID YELLOW REFLECTIVE STRIPING EXISTING F2F CANOPY CURB AND GUTTER TO TIE INTO EXISTING PROPOSED DUAL OMD CANOPY WITH COLUMNS OUTSIDE CURB LINE RE: ARCH PLANS CURB AND GUTTER TO TIE INTO EXISTING CURB INLET TO BE CONVERTED TO TRAFFIC-RATED DROP INLET PROP. FIRE DEPARTMENT ACCESS R53.0' R20.0' R3.0' R2.0'R2.0' R2.0' R53.0' R37.0' R15.0' R10.0' R10.0' R3.0' R3.0' R10.0'R10.0' R10.0' R3.0' R3.0' R3.0'R1.0' R3.0' R3.0' R10.0' R3.0' R25.0' R28.0' R20.0' R28.0' R25.0' 10 . 3 ' 9 . 0 ' 18.0' 20.8' 5.0'9.0' 18 . 0 ' 9 . 0 ' 18.0' 10.4' 9.0'18 . 0 ' 2 0 . 8 ' 18 . 0 ' 16 . 0 ' 18.0' 24 . 0 ' 16.0' 18.0' 9. 0 ' 9. 0 ' 3. 0 ' 2. 0 ' 9. 0 ' 9. 0 ' 3. 0 ' 2. 0 ' 10 . 0 ' 9. 5 ' 9. 5 ' 3. 0 ' 3. 0 ' 5.0' 9. 5 ' 3. 0 ' 9. 5 ' 10 . 0 ' 2. 0 ' 2. 0 ' 5.0' 5.0' 5.0' 9.5' 3.0' 9.5' 2.0' CURB AND GUTTER TO TIE INTO EXISTING 3. 0 ' 26 . 0 ' 25 . 0 ' 25.0' 17 . 2 5 ' 4. 0 ' R22.0' Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT LEGEND 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 HANOVER COUNTY ZONING ORDINANCE PRIOR TO SITE PLAN APPROVAL. SITE SUMMARY JURISDICTION NEW HANOVER COUNTY ZONING B-2 (REGIONAL BUSINESS DISTRICT) USE DRIVE-THRU RESTAURANT TYPE OF CONSTRUCTION COMMERCIAL PARCEL ID R07100-003-241-00 LOT AREA SITE AREA 1.28 AC DISTURBED AREA 0.72 AC IMPERVIOUS SUMMARY: AREA EXISTING IMPERVIOUS 43,165 SF / 0.991 AC ADDITIONAL IMPERVIOUS 1,928 SF / 0.044 AC PROPOSED IMPERVIOUS 45,093 SF / 1.035 AC PARKING SUMMARY: REQUIREMENT REQUIRED PARKING 8 PER 1,000 SF GFA, PLUS 1/2 SPACE PER OUTDOOR TABLE 4,730 SF + 1,085 SF, 3 TABLES EXISTING PARKING 59 SPACES PROVIDED PARKING 59 SPACES LEGEND PROP. CONC. PAVEMENT PROP. PARKING COUNT PROP. RELOCATED SIGN PROP. RELOCATED LIGHT POLES PROP. ASPH. PAVEMENT PROP. CURB & GUTTER PROP. TRAFFIC-RATED DROP INLET PROP. RELOCATED MAIL BOX PROP. SIDEWALK PAVEMENT C-2.0 SITE PLAN 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 SITE CALLOUTS 1 2 3 4 5 6 7 8 9 10 14 15 16 17 18 19 20 21 22 PROP. DRIVE-THRU CONCRETE PAVING (C-4.2 - DETAIL 3) PROP. 24" CURB AND GUTTER (C-4.1 - DETAIL 8) PROP. CONCRETE SIDEWALK (C-4.1 - DETAIL 4) PROP. CONCRETE PAVEMENT (C-4.2 - DETAIL 6) PROP. HMAC PAVING (C-4.2 - DETAIL 1) PROP. RELOCATED LIGHT POLE PROP. RELOCATED POWER UTILITIES PROP. SOLID 4" YELLOW STRIPING ON ENDS W/ 4" WIDE STRIPES @ 4' O.C., YELLOW REFLECTIVE PAINT WITH ANTI-SLIP ADHESIVE PROP. 24" YELLOW STOP BAR WITH YELLOW REFLECTIVE PARVEMENT MARKING TEXT PROP. 24" WHITE STOP BAR WITH WHITE REFLECTIVE PAVEMENT MARKING TEXT PROP. 4" WHITE REFLECTIVE STRIPING (C-4.0 - DETAIL 5) PROP. YELLOW DIRECTIONAL ARROW (C-4.0 - DETAIL 1) PROP. WHITE DIRECTIONAL ARROW (C-4.0 - DETAIL 1) PROP. 4" YELLOW STRIPING ON ENDS W/ 4" WIDE STRIPES @45° @ 2.5' O.C., YELLOW REFLECTIVE PAINT WITH ANTI-SLIP ADHESIVE PROP. RELOCATED "DO NOT ENTER SIGN" PROP. RELOCATED "CURBSIDE ORDER" SIGN PROP. RELOCATED MAILBOX PROP. FIRE ACCESS GATE 11 PROP. YELLOW REFLECTIVE PAVEMENT MARKING TEXT 23 PROP. CLEARANCE BAR 12 PROP. YELLOW MULTI-LANE DIRECTIONAL ARROW (C-4.0 - DETAIL 4)24 PROP. RELOCATED CLEARANCE BAR PROP. 4" WHITE STRIPING ON ENDS W/ 4" WIDE STRIPES @45° @ 2.5' O.C., YELLOW REFLECTIVE PAINT WITH ANTI-SLIP ADHESIVE 25 PROP. 6" CONCRETE BOLLARD (C-4.1 - DETAIL 7) 26 PROP. RELOCATED ORDER POINT (C-4.3 - DETAIL 3) 13 PROP. 4" YELLOW REFLECTIVE STRIPING (C-4.0 - DETAIL 5) PROP. CLEARANCE BAR PROP. CONCRETE BOLLARD PROP. RELOCATED ORDER POINT E S D GM T S OHE C G FLAG POLE INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL TRAFFIC CONTROL BOX TRAFFIC SIGNAL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP BROAD LEAF TREE WITH SIZE SWALE / DITCH LINE UNDERGROUND GAS SERVICE UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED) SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS METER BOLLARD / POST MAILBOX MARKER WITNESS POST BACKFLOW PREVENTER BUILDING CONCRETE RIP-RAP LANDSCAPING CATV PEDESTAL ADA WARNING E E E S S S S S D D GM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OH E OH E OH E OHE T T TT POB PARCEL " B - 3 " PARCEL " B - 2 " PARCEL " C " SNEEDE N A C C E S S EASEME N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEME N T A R E A MB 54 PG 3 0 9 PARCE L " B - 4 " PID: RO 7 1 0 0 - 0 0 3 - 2 4 1 - 0 0 0 1.28 AC R E S O R 5 5 , 9 1 7 S Q . F T . C 1 N 86°55' 2 6 " W 5 0 . 2 2 ' N 70°10'35" W 75.86' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 56°2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70°10'35" E 204.89' S O U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 2 0 0 ' P U B L I C R I G H T - O F - W A Y DRIVE THRU E DO N O T E N T E R E PROP. 4" SOLID YELLOW REFLECTIVE STRIPING 20.858 3.208 13.583 F-150 SuperCab 4x4 STYLESIDE 8' Box Overall Length 20.858ft Overall Width 6.575ft Overall Body Height 6.392ft Min Body Ground Clearance 0.833ft Track Width 6.575ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 26.150ft Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT LEGENDLEGEND C-2.1 TRUCK TURNING PLAN 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 PROP. CONC. PAVEMENT PROP. PARKING COUNT PROP. RELOCATED SIGN PROP. RELOCATED LIGHT POLES PROP. ASPH. PAVEMENT PROP. CURB & GUTTER PROP. TRAFFIC-RATED DROP INLET PROP. RELOCATED MAIL BOX PROP. SIDEWALK PAVEMENT PROP. CLEARANCE BAR PROP. CONCRETE BOLLARD PROP. RELOCATED ORDER POINT RED = TRUCK BODY PATH ORANGE = TRUCK WHEEL PATH C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E S S S S S D D GM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OH E OH E OH E OHE T T TT POB PARCEL " B - 3 " PARCEL " B - 2 " PARCEL " C " SNEEDE N A C C E S S EASEME N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEME N T A R E A MB 54 PG 3 0 9 PARCE L " B - 4 " PID: RO 7 1 0 0 - 0 0 3 - 2 4 1 - 0 0 0 1.28 AC R E S O R 5 5 , 9 1 7 S Q . F T . C 1 N 86°55' 2 6 " W 5 0 . 2 2 ' N 70°10'35" W 75.86' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 56°2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70°10'35" E 204.89' S O U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 2 0 0 ' P U B L I C R I G H T - O F - W A Y DRIVE THRU E DO N O T E N T E R E EX CB #1330 PIP E _ 0 27 27 26 26 26 26 2 627 272728 28 27 27 27 27 27 27 27 27 27 27 28 28 2 8 28 28 27 27 27 2 7 27 27 28.30 28.19 27.43 26.90 26.80 26.49 26.43 26.60 26.68 27.02 27.63 27.87 28.12 28.13 ME: 26.50 26.59 ME: 27.22 ME: 27.63 ME: 27.01 ME: 26.65 ME: 26.58 ME: 26.44 ME: 26.55 ME: 26.67 ME: 26.82 ME: 27.19 26.95 26.74 ME: 27.84 ME: 28.10ME: 28.10 28.25 28.22 ME: 28.11 ME: 27.67 ME: 27.21 27.81 ME: 26.37 ME: 26.41 ME: 26.56 ME: 26.81 ME: 26.77 ME: 28.08 27.84 ME: 28.07 27.42 27.01 26.90 26.44 26.39 ME: 27.61 ME: 27.54 ME: 27.70 ME: 27.02 ME: 27.79 ME: 26.99 ME: 26.79 26.57 26.54 26.69 26.47 26.51 26.50 26.55 26.65 26.93 26.87 26.73 26.70 26.49 25.51 25.43 25.85 25.81 25.9225.83 ME: 27.96 ME: 27.24 ME: 26.93 ME: 26.81 ME: 26.69 ME: 26.50 ME: 26.37 ME: 26.56 26.79 ME: 26.57 ME: 26.41 ME: 26.50 ME: 26.49 26.63 ME: 26.42 ME: 26.44 26.61 26.86 26.95 26.99 ME: 27.29 ME: 27.99 28.18 ME: 27.32 ME: 27.08 ME: 26.96 ME: 26.87 ME: 27.37 ME: 26.80 ME: 28.16 ME: 27.10 ME: 27.38 ME: 27.15 ME: 27.37 ME: 27.37 ME: 27.49 ME: 27.36 ME: 27.24 ME: 26.64 ME: 26.41 ME: 26.66 ME: 26.76 ME: 26.91 ME: 26.54 ME: 26.35 ME: 25.42 ME: 25.52 ME: 25.61 ME: 26.03 ME: 26.35 ME: 26.41 ME: 26.73 ME: 26.67 ME: 27.48ME: 27.58 ME: 25.91 ME: 26.30 ME: 26.17ME: 26.33ME: 26.66 26.14 25.41 25.64 25.92 26.30 2 5 1 . 0 % 1.4 % 1.5 % 1. 8 % 1. 3 % 2.0 % 2 . 0 % 1.4 % 1. 7 % 2.3 % 1.2 % 3.0% 3.3% 2.6 % 2 . 5 % 2 . 5 % 2 . 1 % 1. 4 % 1.6% 1.6 % 1.7 % 2.9 % 26.90 26.78 HP: 27.32 27.22 27.10 26.71 26.5026.60 ME: 27.18 ME: 27.05 ME: 27.01 ME: 27.10 BEND0 CURB INLET TO BE CONVERTED TO TRAFFIC RATED DROP INLET NOTE: RAISE RIM ELEV TO 25.28 SEE INSET THIS SHEET FOR NAMING OF OMD CANOPY DRAINAGE STRUCTURES AND PIPES E S D GM T S OHE C G FLAG POLE INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL TRAFFIC CONTROL BOX TRAFFIC SIGNAL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP BROAD LEAF TREE WITH SIZE SWALE / DITCH LINE UNDERGROUND GAS SERVICE UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED) SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS METER BOLLARD / POST MAILBOX MARKER WITNESS POST BACKFLOW PREVENTER BUILDING CONCRETE RIP-RAP LANDSCAPING CATV PEDESTAL ADA WARNING STORM SEWER STRUCTURE TABLE STRUCTURE ID BEND0 COL_B1 COL_B2 COL_B3 COL_B4 EX CB #1330 TEE_B1 TEE_B2 TEE_B3 TEE_B4 TOP ELEV 22.73 -2.97 -2.97 -2.97 -2.97 25.28 23.06 23.22 23.40 23.56 INVERT ELEV 22.45 (IN) 22.45 (OUT) 25.00 (OUT) 25.00 (OUT) 25.00 (OUT) 25.00 (OUT) 22.01 (IN) 20.50 (OUT) 22.86 (IN) 22.78 (IN) 22.78 (OUT) 23.02 (IN) 22.94 (IN) 22.94 (OUT) 23.12 (IN) 23.20 (IN) 23.12 (OUT) 23.28 (OUT) 23.36 (IN)N/A N/A N/A N/A N/A N/A N/A N/A N/A TEE_B4 TEE_B3 TEE_B2 TEE_B1 COL_B1COL_B2COL_B3COL_B4 PIPE_4 PIPE_B4 PIPE_B3 PIPE_B2 PIPE_B1 PIPE_3 PIPE_2 PIPE_1 STORM SEWER PIPE SCHEDULE PIPE ID PIPE_0 PIPE_1 PIPE_2 PIPE_3 PIPE_4 PIPE_B1 PIPE_B2 PIPE_B3 PIPE_B4 LENGTH 44.2' 33.0' 16.0' 18.0' 16.0' 6.0' 6.0' 6.0' 6.0' SIZE/MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 4" HDPE 4" HDPE 4" HDPE 4" HDPE SLOPE 1.00% 1.00% 1.00% 1.00% 1.00% 35.67% 33.00% 30.00% 27.33% UPSTREAM BEND0 TEE_B1 TEE_B2 TEE_B3 TEE_B4 COL_B1 COL_B2 COL_B3 COL_B4 DOWNSTREAM EX CB #1330 BEND0 TEE_B1 TEE_B2 TEE_B3 TEE_B1 TEE_B2 TEE_B3 TEE_B4 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT GRADING & DRAINAGE NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. 2.CLEAR AND GRUB WITHIN WORK LIMITS FOR ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE TRESS EXCEPT AS APPROVED BY THE ENGINEER OR AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER. 3.STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL TREES, BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OFF SITE BY THE CONTRACTOR. 4.IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS, COMPACT SUBGRADE TO 95% OF MAXIMUM DRY DENSITY PER ASTM D698 METHOD (MODIFIED PROCTOR). PROOF ROLLING WITH A 20-30 TON LOADED DUMP TRUCK IS ALSO REQUIRED. 5.ALL FILLS WITHIN PUBLIC ROW AND EASEMENTS SHALL BE ENGINEERED. ADDITIONALLY, ANY FILLS OUTSIDE OF PUBLIC ROW WHICH ARE OVER TWO (2) FEET IN DEPTH SHALL BE ENGINEERED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN 6"-8" LIFTS. EACH LIFT SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D698 TEST METHOD (MODIFIED PROCTOR). THE UPPER 2' BENEATH SLABS AND PAVEMENTS SHOULD BE COMPACTED TO AT LEAST 98% OF THE SAME CRITERIA. 6.UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. FINISH PAVEMENT GRADES AT TRANSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING PAVEMENT GRADES OR SHALL BE FEATHERED PAST JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO PROVIDE A SMOOTH, FREE DRAINAGE SURFACE. 7.ALL EXISTING AND CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES, AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, LANDSCAPED AREA, OR MEDIAN STRIP WHEREIN THEY LIE. 8.UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 3:1. 9.CONTRACTOR SHALL HYDROSEED ALL EXPOSED SLOPES AND DISTURBED AREAS WHICH ARE NOT SCHEDULED TO BE LANDSCAPED. 10.PIPE LENGTHS ARE TO CENTER OF BOX AND ROUNDED TO THE NEAREST 1' INCREMENT. 11.ALL SPOT ELEVATIONS ARE TO BOTTOM OF CURB, EDGE OF SIDEWALK, OR GRATE/THROAT OF STRUCTURE UNLESS NOTED OTHERWISE. LEGEND PROP. SPOT ELEVATION PROP. MATCH EXISITNG ELEVATION PROP. HIGH POINT ELEVATION PROP. SLOPE ARROWS PROP. CURB & GUTTER OMD CANOPY DRAINAGE NETWORK INSET SCALE: 1"=10' XX.XX ME: XX.XX HP: XX.XX X.X% C-3.0 GRADING & DRAINAGE PLAN0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E S S S S S D D GM OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OH E OH E OH E OHE T T TT POB PARCEL " B - 3 " PARCEL " B - 2 " PARCEL " C " SNEEDE N A C C E S S EASEME N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEME N T A R E A MB 54 PG 3 0 9 PARCE L " B - 4 " PID: RO 7 1 0 0 - 0 0 3 - 2 4 1 - 0 0 0 1.28 AC R E S O R 5 5 , 9 1 7 S Q . F T . C 1 N 86°55' 2 6 " W 5 0 . 2 2 ' N 70°10'35" W 75.86' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 56°2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70°10'35" E 204.89' S O U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 2 0 0 ' P U B L I C R I G H T - O F - W A Y DRIVE THRU E DO N O T E N T E R E 27 27 26 26 26 26 2 627 272728 28 27 27 27 27 27 27 27 27 27 27 28 28 2 8 28 28 27 27 27 2 7 27 27 IP IP IP IP IP IP E S D GM T S OHE C G FLAG POLE INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE HANDICAP SYMBOL TRAFFIC CONTROL BOX TRAFFIC SIGNAL POWER / UTILITY POLE GUY ANCHOR WIRE SIGN ELECTRIC BOX DRAIN INLET STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP BROAD LEAF TREE WITH SIZE SWALE / DITCH LINE UNDERGROUND GAS SERVICE UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED) SANITARY SEWER CLEAN-OUT TELEPHONE PEDESTAL GAS METER BOLLARD / POST MAILBOX MARKER WITNESS POST BACKFLOW PREVENTER BUILDING CONCRETE RIP-RAP LANDSCAPING CATV PEDESTAL ADA WARNING IP Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT C-3.1 EROSION CONTROL PLAN0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 LEGEND LIMIT OF DISTURBANCE PROP. INLET PROTECTION PROP. SILT FENCE 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 WILMINGTON'S INSPECTOR. GENERAL EROSION CONTROL NOTES CONST. SILT FENCE 2 CONST. ADS FLEXSTORM CATCH-IT INLET FILTER 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 1 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT C-3.2 EROSION CONTROL DETAILS C-4.0 CHICK-FIL-A STANDARD DETAILS 1'-8" 3'- 0 " 1' - 4 " 3' - 0 " 8"4" 1'-8" 4" 4" 8" 4" PAINTED LINE (TYP.) 8" DIAM. 1'- 4 " 10 " 1'- 1 0 " 8" 1'-2" 14"R 4" 3' R PAINT SOLID PAINT SOLID 1'- 2 " 1'- 8 " 1'- 8 " 1'- 2 " 3'-0" 1'-0"1'-2"1'-0"1'-2" 3' - 0 " 3' - 0 " NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. DRIVE-THRU NOT TO SCALE ACCESSIBILITY SYMBOL NOT TO SCALE STOP BAR NOT TO SCALE DIRECTIONAL ARROW NOT TO SCALE 6'-0" 6'- 0 " 3' - 0 " 1'-8" 24" SEE PLAN 5 1/2" 10" EDGE OF PAVEMENT OR FACE OF CURB 1'-8"1'-8" STOP BAR 8'-5" 1'-8" 4'- 0 " ED G E O F P A V E M E N T OR F A C E O F C U R B 5 1/2" BOLLARD MOUNTED SIGN NOT TO SCALE 7 C-4.0 PARKING STALL LAYOUT AND STRIPING NOT TO SCALE 5 C-4.0 PAVEMENT MARKINGS - 2 NOT TO SCALE 2 C-4.0 PAVEMENT MARKINGS - 1 NOT TO SCALE 1 C-4.0 NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSI CONCRETE 2'- 6 " 6" 2'-0" 2"X2" SQUARE TUBING PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 3'- 0 " NOTE: SIGNS SHALL BE FABRICATED USING S/F 0.08 NON-ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. 60° PARKING 8.0' V A N 8.0' C A R ACCESSIBLE PARKING SIGN IN BOLLARD 24" CONCRETE CURB & GUTTER : 30° 20 . 1 ' * * TY P I C A L 9.0' TYPIC A L 60° 8.0' PARKING LOT STRIPING SPECIFICATIONS: STANDARDS: 1.ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 2.SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR OR SURFACE TEMPERATURES ARE BELOW 40°F. 3.APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: AIRLESS ·PRESSURE 1800-2700 PSI ·HOSE 14"-38" ID ·TIP 0.015"-0.017" ·FILTER 60 MESH ·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 CONVENTIONAL ·GUN BLINKS 21 (BLEEDER) OR EQUIVALENT ·FLUID NOZZLE #68 ·AIR NOZZLE INTERNAL MIX, #709 ·ATOMIZATION PRESSURE 45-80 PSI ·FLUID PRESSURE 40-70 PSI ·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 ·SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS. ·MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES. ·GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER OPENING. 4.0' PAINTED ACCESSIBILITY SYMBOL SIDEWALK ACCESSIBLE RAMP 7.5 ' M I N . BOLLARD 8 C-401 1B C-400 7 C-4011 C-401 NOTES 1.ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2.PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3.GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS, THIS DETAIL. 4.CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5.CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6.ACCESSIBLE PARKING AND ACCESSIBLE AISLE STRIPING COLOR SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY REQUIREMENTS. 7.NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 8.ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 9.ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE NOTED. 10.STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5.0' AWNING 24" MIN. ** 60° PARKING STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. 9.0' TYPIC A L 4.0' 45° 2'- 0 " 6 C-4.0 CURB RAMP w/ FLARED SIDES NOT TO SCALE 9 C-4.0 CURB RAMP w/ SHORT FLARED SIDES NOT TO SCALE 8 C-4.0 MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT 7' M I N . 1' MIN. TRANSITION 6" 6" 1V:14H MAX. 1' MIN. TRANSITION CURB CURB 24 " FLARED SIDES GRASSGRASS 12 C-401 3'x 3 ' LA N D I N G CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT 7' M I N . 1V:12H MAX. 6' MIN. TRANSITION 6" 6" 1V:14H MAX. 1V:12H MAX. 6' MIN. TRANSITION CURB SIDEWALK CURB SIDEWALK 24 " DETECTABLE WARNING DEVICE (WHERE REQUIRED) FLARED SIDES 1V:12H MAX.12 C-401 3' x 3 ' LA N D I N G * SIDE FLARES TO BE 1:12 WHERE THERE IS NO LANDING AT TOP OF RAMP. GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. SOLID PLASTIC WHEEL STOP NOT TO SCALE 6'-0" 4- 12" 7" (3) 8" LAGS FOR CONCRETE PAVEMENT OR 12" GALVANIZED PLATED SPIKES FOR ASPHALT PAVEMENT REQUIRED FOR EACH WHEEL STOP. SEE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. NOTES: 1.MATERIAL: SOLID POLYETHYLENE 2.WHEEL STOP COLOR: YELLOW 3.MANUFACTURER - PLASTICS-R-UNIQUE, INC. 352 MILL STREET WADSWORTH, OH 44281 CONTACT - BOBBIE PERTIE 330-334-4820 PHONE 330-334-4720 FAX 4.USE ONLY MANUFACTURER SUPPLIED LAGS AND SPIKES. 5.PRE-DRILL HOLES THROUGH PARKING SURFACES (34" BIT FOR LAGS AND 38" BIT FOR SPACES). 6.FILL PRE-DRILLED HOLES WITH HEAVY DUTY CONSTRUCTION ADHESIVE SUCH AS PL400. 2' - 0 " 2' - 0 " NOTE: WHEEL STOPS ONLY TO BE USED WHEN NO OTHER PRACTICAL OPTION EXISTS. DETECTABLE WARNING DEVICE (WHERE REQUIRED)12 " 4" LANDSCAPE AREA LANDSCAPE AREA WIDT H V A R I E S 4" (4' M I N . W I D T H ) 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN)PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION EXPANSION JOINT SEE S I T E P L A N 1:14 M A X . S L O P E DO N O T E X C E E D BOTH RAMP CURBS TO BE PAINTED YELLOW (SEE PARKING LOT STRIPING SPECIFICATION) EXPANSION JOINT EXPANSION JOINT CONTR A C T I O N JOINT CONTRAC T I O N JOINT RETURNED CURB RAMP NOT TO SCALE 10 C-4.0 5 C-400 14 C-401 14 C-401 14 C-40114 C-401 CONCRETE SIDEWALK CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. 4 C-4.0 CROSSWALK MARKINGS NOT TO SCALE 3 C-4.0 PAINT SOLID MULTI-LANE SPLIT MULTI-LANE MERGE 5' 1. 5 ' 2. 5 ' 5' 1. 5 ' 2. 5 ' PAINT SOLID NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. MULTI-LANE DIRECTIONAL GRAPHICS NOT TO SCALE 12" WIDE STRIPES @ 36" CENTERS SEE SITE PLAN AND GUTTER TYPICAL CURB SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN VA R I E S ( 6 ' M I N . ) (S E E S I T E P L A N ) SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT AND YELLOW REFLECTIVE PAINT ON CONCRETE. 1A C-400 1B C-400 2A C-400 2B C-400 DETECTABLE WARNING DEVICE (WHERE REQUIRED) 12 C-401 NOTE: IF STOP SIGN IS PROPOSED, "STOP" LETTERING GRAPHIC IS NOT REQUIRED. 90° PARKING 8.0' VAN 24" CONCRETE CURB & GUTTER 9.0' TYPICAL 18 . 0 ' TY P I C A L 8.0' 4.0' SIDEWALK ACCESSIBLE RAMP 7.5 ' M I N . BOLLARD 18 C-401 17 C-401 11 C-401 5.0' AWNING 24" MIN. 9.0' TYPICAL 4.0' 8.0' CAR ACCESSIBLE PARKING SIGN IN BOLLARD PAINTED ACCESSIBILITY SYMBOL 1B C-400 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT C-4.1 CHICK-FIL-A STANDARD DETAILSCONCRETE CURB & GUTTER NOT TO SCALE CONCRETE SIDEWALK w/ CURB & GUTTER NOT TO SCALE CONCRETE SIDEWALK NOT TO SCALE 8 C-4.1 5 C-4.1 4 C-4.1 NOTES: 1.CONTRACTION JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4 DEEP, WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. BUILDING BUILDING FOOTING SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK-OF-SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB AND SIDEWALK JOINTS. COMPACTED SUBGRADE AS SPECIFIED 7' MIN. (SEE SITE PLAN) 24" CONCRETE CURB & GUTTER PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT SLOPE 1.5% MAX. 4" AGGREGATE BASE COURSE (MIN.) EXPANSION JOINT EXPANSION JOINT 8 C-401 4 C-401 4 C-401 12 " 6" NOTES: 1.CONCRETE FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. 2.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3.AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. 4.CONTRACTION JOINTS @ 10'-0" O.C. TOOLED 14" (± 116", -0) WIDE, 1" OR MAX. D/4 DEPTH WHICHEVER IS GREATER. EXPANSION JOINTS @ 40'-0" MAX., AT ENDS OF RADIUS, AND A MINIMUM OF 5 FEET FROM INLET STRUCTURES, UNLESS APPROVED OR INDICATED OTHERWISE ON PLANS. 5.GUTTER SLOPE AT ACCESSIBLE SPACES TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL. 6.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 7.LIGHT BROOM FINISH; PERPENDICULAR TO CURB. CATCHING CURB AND GUTTER 112"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 6" 13 " 6" SPILLING CURB AND GUTTER 112"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 6" 12 " 7" 1- 1 / 8 " BA LIGHT BROOM FINISH 1- 1 / 8 " DEPRESSED SPILLING CURB AND GUTTER 112"R 7" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R C 6" DEPRESSED CATCHING CURB AND GUTTER 112"R 7" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 7 1 / 2 " D LIGHT BROOM FINISH 6" 3/ 4 " 2'-0" 6" LIGHT BROOM FINISH 5.0% MAX. 3/ 4 " 5.0% MAX. 34" PER FT.34" PER FT. LIGHT BROOM FINISH 1.5% MAX. SLOPE ROADWAY GUTTER PAN DEPRESSED CURB 1.5% MAX. SLOPE ROADWAY GUTTER PAN SPILLING GUTTER SECTION AT ACCESSIBLE RAMPE CATCHING GUTTER SECTION AT ACCESSIBLE RAMPF X X X XX X XXXXXX 12" EXPANSION JOINT (SEE NOTE #1) SMOOTH TOOLED FINISH AROUND ALL EDGES AND JOINTS (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL PATH) 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 5'-0" (TYP) 2"2" 4" 12" CONTRACTION JOINT (SEE NOTE #1) CONTRACTION JOINT 3000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 2" 4" EXPANSION JOINT 12" CONTRACTION JOINT (SEE NOTE #1) SE E P L A N 4" AGGREGATE BASE COURSE 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 14T **CIVIL TO MODIFY CONCRETE & AGGREGATE BASES PER GEOTECH REPORT RECOMMENDATIONS** 2 C-4.1 SIDEWALK ACCESSIBLE RAMP NOT TO SCALE 1 C-4.1 1/2" EXPANSION JOINTS (TYP.) DETECTABLE WARNING DEVICE (WHERE REQUIRED) ELEVATION NOTES: 1. IF REQUIRED BY STATE/LOCAL ORDINANCE, THE SURFACE OF THE RAMP LANDING SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. 2. CONSTRUCT PER A.D.A. STANDARDS. 3. REFER TO PLANS FOR ADJACENT SLOPES. 4. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1.5%. 5. CONSTRUCTION OF THE RAMP SHALL MATCH ADJOINING SIDEWALK DETAIL. 6. CONCRETE SHALL BE P.C.C. 3000 PSI. PLANNOTES: 1.AT ADA CURB RAMPS, THE DETECTABLE WARNING DEVICE SHALL BE LOCATED ON THE SURFACE AT THE BOTTOM OF THE GRADE BREAK OR AT THE LOWER LANDING. FOR LANDINGS AND BLENDED TRANSITIONS, DETECTABLE WARNING DEVICES SHALL BE LOCATED ON THE LANDING OR BLENDED TRANSITION AT THE BACK OF CURB. 2.DETECTABLE WARNING DEVICE SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE RAMP OR FLUSH SURFACE. 3. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING TO PROWAG R305. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. 4. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED. 6. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER ADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL. PREFERRED MANUFACTURER ARMOR TILE TACTILE SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS. 0. 2 " 0.9" Ø0 . 9 0 " Ø0 . 4 5 " 0. 0 6 2 5 0.09" TYP. 0.09" TYP. 2.35 0 " T Y P . NOTE: FIELD LEVEL MICRO-TEXTURE 41 POINTS PER SQUARE INCH 1.2625" 1. 2 6 2 5 " 1. 6 7 0 " T Y P . 1.670" TYP. DETECTABLE WARNING DEVICE NOT TO SCALE 2 C-401 ** INSTALL ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE (CIVIL ENGINEER TO VERIFY)14 1 14 1 VA R I E S SE E S I T E P L A N 6" 6" RAM P RAMP 4" 6" 6" 4" A A 5' LAN D I N G M I N . 1.5% M A X . LIGHT BROOM FINISH IF CHANGE IN DIRECTION OR IF RAMP EXCEEDS 30 FEET 4" THICK CONCRETE SIDEWALK SECTION 1.5% MAX. CROSS SLOPE MONOLITHIC CONCRETE ACCESSIBLE RAMP (3000 PSI) NOTE: INSTALL 1" TOOLED RADIUS ON ALL EXPOSED EDGES SIMILAR AS SHOWN ON CURB DETAIL RETAINING CURB SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT CURB (BEYOND) CONCRETE FLUSH WITH PAVEMENT 1.5% CROSS SLOPE MAX. SECTION A-A RAMP (BEYOND) LANDSCAPE 4" AGGREGATE BASE COURSE (MIN) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA. VARIE S , S E E S I T E P L A N 5' M I N . 24" CONCRETE CURB & GUTTER LIGHT BROOM FINISH BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING LOT STRIPING SPECIFICATION 8 C-401 5 C-400 MINIMUM 1% SLOPE AWAY FROM BUILDING. MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS AT LANDING. AT EN T R Y D O O R S 1.5% M A X . 7.0' M I N 7.0' M I N WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT EXCEED 1.5% 3 C-4.1 1'-0" 60" MIN LANDING HORIZONTAL PROJECTION (RUN) 60" MIN. LANDING 1'-0" 34 " - 3 8 " HANDRAIL 36" CLEAR (MIN) "A" "B" ELEVATION 30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATE LANDING IS REQUIRED SET PIPE IN CONC. FOOTING DETAIL "A" DETAIL "B" 114"Ø TO 112"Ø HANDRAIL34 " - 3 8 " A. F . F . 8" SQUARE 3"MI N 1'- 0 " VE R I F Y HANDRAIL 12" RI S E PAINT HANDRAIL DARK BRONZE 34 " - 3 8 " NOTES: 1.RAMPS & HANDRAILS TO BE IN COMPLIANCE WITH SECTIONS 405 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 2.VERIFY ALL STATE & LOCAL REQUIREMENTS FOR RAMPS & HANDRAILS. 3.USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH. 27 " M A X . 27 " M A X . < 4 " CONCRETE BOLLARD NOT TO SCALE 7 C-4.1 TYPICAL ADA RAMP & HANDRAIL NOT TO SCALE ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2'-0" DIAMETER x 2'-6" DEPTH ASPHALT PAVEMENT APPLICATIONS CONCRETE PAVEMENT/ SLAB APPLICATIONS NOTE: 1.BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW AND INSIDE DUMPSTER ENCLOSURE. 2' - 6 " 6" 2'-0" TROWELED, ROUNDED CONCRETE 4 C-401 EXPANSION JOINT 3' - 0 " U N L E S S N O T E D O T H E R W I S E 5' - 0 " A T D R I V E - T H R U W I N D O W & IN S I D E D U M P S T E R E N C L O S U R E 6 C-4.1 ENTRY DOOR FROST SLAB DETAIL NOT TO SCALE TOP/SLAB (SEE FDN. PLAN) MAX. 1.5% SLOPE NOTE: 1.CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR ADDITIONAL DETAILS. NOTIFY ENGINEER WITH ANY DISCREPANCIES FROM THIS DETAIL. 2.CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPOXY GROUT DOWEL, IF NOT INSTALLED WHEN THE BUILDING SLAB WAS POURED. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS. DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN. STOOP IS TO BE SEPARATED ON ALL SIDES WITH 1/4" EXPANSION JOINT MATERIAL, TOPPED WITH SEALANT. 4.USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY. 5.USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY. 5. DOWELS TO BE INSTALLED INTO THE BUILDING FOUNDATION ONLY. THE REMAINING THREE SIDES OF THE SLAB DO NOT GET TIED TO THE SURROUNDING SIDEWALK. 5'-0" MIN. 4"U. N . O . 2" BLDG. LINE PCC SIDEWALK IF REQUIRED SEE FDN. PLAN FOR WALL REINF. MATCH SIDEWALK SECTION FOR CONCRETE (4" MIN.) 2" XPS RIGID FOAM INSULATION MATCH SIDEWALK SECTION FOR AGGREGATE BASE (4" MIN.) PREPARED AND COMPACTED SUBGRADE XXXX 6" MIN. X X 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 1/4" EXPANSION JOINT MATERIAL4 C-401 1/2" DIA DOWEL @ 2'-0" ON CENTER 6" MIN. DOWEL TO BE SET AT TIME OF BUILDING SLAB POUR OR DRILL, SET, EPOXY GROUT DOWEL INTO EXISTING SLAB ALIGN EDGE OF SLAB TO CLOSEST JOINT OR BACK OF CURB NOTE: PREFABRICATED PANELS PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 705 SHALL BE USED. NOTE: CURB ONLY REQUIRED WHERE RAMP IS ADJACENT TO LANDSCAPING DEPRESSED CURB 24" CONCRETE CURB & GUTTER CONCRETE FOR RADIUS PROTECTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. @ 28 DAYS. SUBBASE PREPARED AND COMPACTED TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR OR AS SPECIFIED BY A GEOTECHNICAL ENGINEER (SEE NOTE #1) EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE CROSS SECTION 3.0' SEE GEOTECHNICAL REPORT FOR THICKNESS OF AGGREGATE UNDERNEATH PAVEMENT AND CURB AND GUTTER EXPANSION JOINT 8 C-401 4 C-401 90° RADIUS PROTECTION APRON SHALL MEET THE MINIMUM LENGTH AND WIDTH DIMENSIONS AS PROVIDED ON THE SITE PLAN. CONTRACTION JOINTS AT 5' MAX. SPACING LIGHT BROOM FINISH 3. 0 ' M I N . 2'R (T Y P . ) 90° PLAN VIEW NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. LANDSCAPE & IRRIGATION PROTECTOR NOT TO SCALE 9 C-4.1 12 " 3"R 3" 1 2"R 4" 12 " 2- 1 / 4 " 3 4" PER FT. LIGHT BROOM FINISH 4"18" NOTES: 1.MOUNTABLE CURB TO BE PAINTED YELLOW WITH 6" BLACK STRIPE PAINTED EVERY 24" O.C. M-4.18 MOUNTABLE CURB & GUTTERG 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSI CONCRETE Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT C-4.2 CHICK-FIL-A STANDARD DETAILS CONCRETE PAVEMENT NOT TO SCALE 6 C-4.2 #3 BARS - 12" O.C.E.W. 6 12" PCC SURFACE COURSE SEE NOTE #1 4" AGGREGATE BASE COURSE SEE NOTE #1 NOTES: 1. DESIGN PER GEOTECH REPORT PREPARED BY N/A , DATED N/A . 2. PAVEMENTS & SUBGRADES INCLUDING MATERIALS & COMPACTION SHALL MEET STANDARDS & SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION. 3. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS. 4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. STABLE SUBGRADE OR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED AT THIS TIME. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE. 12 C-4.2 8 C-4.2 10 C-4.2 5 C-4.2 7 C-4.2 9 C-4.2 4 C-4.2 CONCRETE APRON AT TRASH ENCLOSURE NOT TO SCALE PAVEMENT EDGE DETAIL (START & END OF DRIVE-THRU LANES) NOT TO SCALE TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT NOT TO SCALE EXPANSION JOINT NOT TO SCALE TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT NOT TO SCALE KEYED CONSTRUCTION JOINT NOT TO SCALE CONTRACTION JOINT NOT TO SCALE 114" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. 24" LUBRICATED NO. 8 SMOOTH DOWEL 2" (MIN.) 7" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S 12 D E P T H NOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT). #4 BARS ON 16" ON CENTER EACH WAY LUBRICATE THIS END XXX 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 14T PROPOSED PAVING EXISTING PAVING 34" GRADE A36 STEEL DOWEL 14" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END SUBBASE (SEE NOTE #1) SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE D NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED AT THIS TIME. PROPOSED CONCRETE PAVING EXISTING ASPHALT PAVEMENT AND BASE COURSE CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT PAVEMENT TO CONSTRUCT KEY JOINT. 2' REMOVAL ZONE 7" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S SAWCUT LINE 4:1 SLOPE 0.1' VERTICAL SAW CUT 38" WIDE (MIN.) URETHANE JOINT SEALING COMPOUND (TOP 14" NO SEALING COMPOUND) 7" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S 12 D E P T H T4 #4 BARS ON 18" CTRS. BOTH WAYS SUBBASE SEE NOTE #2 NOTES: 1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SUBBASE (SEE NOTE #1) SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE 14" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 1 4" FROM TOP. D D4 NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED AT THIS TIME. ASPHALT PAVEMENT AND BASE COURSEPA V E M E N T T H I C K N E S S (S E E N O T E # 1 ) 12" 10 " M I N REQUIRED AT ALL JUNCTIONS WITH CONCRETE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED AT THIS TIME. ASPHALT PAVEMENT AND BASE COURSE #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE SUBBASE (SEE NOTE #1) #4 BARS @ 12" ON CENTER EACH WAY 4000 PSI COMPRESSIVE STRENGTH CONCRETE 12" 7" MI N . 6" AGGREGATE BASE COURSE (SEE NOTE #1) 10 " M I N 9" PA V E M E N T T H I C K N E S S (S E E N O T E # 1 ) NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2" LONGITUDINAL BUTT JOINT NOT TO SCALE 11 C-4.2 VERTICAL SAW CUT 38" (MIN.) URETHANE JOINT SEALING COMPOUND DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. EXISTING PAVING PAVING PROPOSED 24" LUBRICATED SMOOTH NO. 8 DOWEL BAR 1'-3" MIN. 14T TOP 14" NO SEALING COMPOUND SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 7" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S ) 12 D E P T H NOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4.PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. #4 BARS ON 16" ON CENTER EACH WAY LUBRICATE EPOXY XXX DOWELED CONSTRUCTION JOINT URETHANE JOINT SEALING COMPOUND D/ 2 NOTES: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. BUTT JOINT NOT TO SCALE 2 C-4.2 TYPICAL HMAC PAVEMENT SECTION NOT TO SCALE 1 C-4.2 CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE 3 C-4.2 SUBBASE SEE NOTE #1 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6" 2" XXXX EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE 8" THICK AGGREGATE BASE COURSE IF PRESENT ON-SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. 4" AGGREGATE BASE COURSE SEE NOTE #2. NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED AT THIS TIME. 2.MINIMUM PAVEMENT THICKNESS SHOULD BE 6" 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. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED AT THIS TIME. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE. SUBBASE SEE NOTE #1 TACK COAT (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) SAWCUT EXISTING ASPHALT FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT JOINT SEALANT (AC-20, OR EQUIVALENT) Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT 2" C-4.3 CHICK-FIL-A STANDARD DETAILSCLEAN-OUT (OUTSIDE OF BUILDING) NOT TO SCALE BUILDING DOWNSPOUT CONNECTION NOT TO SCALE 8 C-4.3 5 C-4.3 1% MINIMUM SLOPE STORM SEWER PIPE (SIZE VARIES) SEE GRADING PLAN FOR LOCATIONSEE NOTE #2 SEE NOTE #1 45° BEND (SCH 40 PVC) 2" MAXIMUM DOWNSPOUT PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP. SANITARY 12" THICK CONCRETE PAD CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. cl NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL TYPICAL SECTION AT MANHOLE AROUND TRANSITION TYP. ALL 3'-0" TRANSITION TYP. ALL AROUND 3'-0" AGGREGATE BASE COURSE ASPHALT PAVEMENT AGGREGATE BASE COURSE FLUSH ASPHALT PAVEMENT FLUSH TYPICAL SECTION AT INLET/CATCH BASIN ASPHALT PAVING SECTION 1 C-402 8"8" THICKENED PAVEMENT @ STRUCTURES NOT TO SCALE 9 C-4.3 NOTES: 1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2.A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. 4.IF NECESSARY, ADJUST FOOTING TO ALLOW DOWNSPOUT TO BE INSTALLED TIGHT AGAINST BUILDING. NOTES: 1.SEE PLUMBING PLANS FOR GREASE TRAP DETAIL. 2.CLEAN-OUT COVERS SHALL BE PROVIDED ON ALL CLEAN-OUTS REGARDLESS OF LOCATION. 3.CONCRETE COLLAR ALSO REQUIRED FOR SINGLE CLEAN-OUTS IN PAVEMENT. 6" SCHEDULE 40 PVC WITH PVC CAP CUT TO FIT DOWNSPOUT. CAULK GAPS AND PAINT TO MATCH. DRIVE-THRU ORDER POINT ISLAND NOT TO SCALE DRIVE-THRU PLAN - FLUSH WITH FFE NOT TO SCALE SCREENED REFUSE ENCLOSURE NOT TO SCALE 7 C-4.3 3 C-4.3 1 C-4.3 6" PIPE BOLLARDPAINT FACE OF CURB YELLOW ISLAND CURB ELEVATION 12 - 18"3' 3' 3' 7. 5 ' LOOP 1.5 x 5 FEET 9' - 9.5' NOTES: 1. LOOP DETECTOR IS PROVIDED BY HME. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. CONDUIT FROM BUILDING MENU BOARD FOUNDATION MENU BOARD LOOP SUPPORT VEHICLE LOOP DETECTOR DRIVE THRU LANE CONCRETE PAVING 2" CLEAR BETWEEN LOOP AND SURFACE PLAN VIEW SECTION VIEW 3' CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 1 4 2 5 REFUSE ENCLOSURE PLAN NOTES: 1.SEE SITE PLAN FOR LAYOUT OF CONCRETE APPROACH PAD. 2.SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE. 3.PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER. (SEE GRADING PLAN) 4.SEE ARCHITECTURAL PLANS FOR ADDITIONAL DIMENSIONS & DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT & STRUCTURAL ENGINEER. 5.GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION. +6" TOP OF SLAB EDGE OF FOOTING BELOW (REFER TO ARCH PLANS) PIPE BOLLARDS (TYP.) (REFER TO ARCH PLANS) SAW JOINT 2'-0" TYP. 2'- 0 " TY P . SAW JOINT IF INTERIOR DRAIN IS NOT REQUIRED, OMIT 8" BLOCK WIDTH AT FLOOR LEVEL, FOR DRAINAGE OUTSIDE OF DUMPSTER AREA. REFER TO GRADING PLAN FOR ADDITIONAL DETAILS. MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE 4 C-4.3 1 2 3 4 5 6 7 PREFAB (FOLDED) LOOP (1.5' x 5') 1/2" PVC COUPLING 1/2" PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 1/2" PVC CORNER FITTING 1/2" PVC 90° ELBOW 1/2" PVC TUBING (2' LENGTH) PARTS LIST 0'-6" 1'-0" 45° C. J . C. J . C. J . 2. 0 % X- S L O P E 19'-0" LANDING 15'-0" RAMP 25 ' - 8 " 19'-0" LANDING 38'-0" 2'-0" CHAMFER C. J . 6" HEADER CURB END 24" CURB & GUTTER 6"Ø BOLLARD CONCRETE DRIVE-THRU LANE VARIES PER BUILDING EL. = 0"EL. = 0" EL. = 0"EL. = -2" EL. = -8" EL. = -8" EL. = -2" FACE OF BUILDING 15'-0" RAMP FACE OF CURB NOTE: 1.ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'. 2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. 6" HEADER CURB 24" CONCRETE CURB & GUTTER C. J . DRIVE THRU BUMP 19'-0" LANDING 9'-6" TYP. ON LANDING 2" 6" PIPE BOLLARD FILLED WITH CONCRETE PAINTED DARK BRONZE WITH TOP 12" PAINTED YELLOW. REFER TO SITE PLAN FOR BOLLARD PLACEMENT. 6" PAINT 2" TOP OF CURB YELLOW 16 " MENU BOARD 3' - 0 " 8'-0" ISLAND CURB PLAN CJ CJC J C J EJ EJ EJ EJ 6' 12' CONCRETE SLAB POURED WITH ISLAND RESUME TYP. CJ PATTERN RESUME TYP. CJ PATTERN EXTEND CJ THROUGH CURB (TYP.) CJ = CONTRACTION JOINT EJ = EXPANSION JOINT VEHICULAR FLOW DIRECTION OF 20 " 4" 4" 4'-0"4'-0" REAR 18 " 3 2 6 7 PRE-CAST CATCH BASIN PER D.O.T. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 FABRIC OR EQUAL NON-WOVEN FILTER MIRAFI 140N PROFILE VIEW MIRAFI 140N NON-WOVEN FILTER FABRIC OR EQUAL 1" DIA. WEEPHOLE (4 REQ'D.) (3 REQ'D. AT CURB INLETS) PRE-CAST CATCH BASIN PER D.OT. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 CATCH BASIN / MANHOLE FRAME & GRATE PLAN VIEW 1" DIA. WEEPHOLE (4 REQ'D) (3 REQ'D. AT CURB INLETS) NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES LOCATED WITHIN PAVED AREAS NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES LOCATED WITHIN PAVED AREAS BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) EXISTING SUBBASE PRECAST CONCRETE STRUCTURE WASHED STONE BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) DISTANCE BETWEEN RIM ELEVATION AND TOP OF WEEP HOLE: - STRUCTURES ≥ 4' DIA.: 2.5' - STRUCTURES < 4' DIA.: 2.0' DISTANCE BETWEEN RIM ELEVATION AND TOP OF WEEP HOLE: - STRUCTURES ≥ 4' DIA.: 2.5' - STRUCTURES < 4' DIA.: 2.0' EQ U A L 30 ' - 0 " EQ U A L EQ U A L +6" TOP OF SLAB EDGE OF FOOTING BELOW (REFER TO ARCH PLANS) PIPE BOLLARDS (TYP.) (REFER TO ARCH PLANS) SAW JOINT SAW JOINT IF SITE CONSTRAINTS PROHIBIT DRAINAGE OUT OF THE REAR OF ENCLOSURE, INTERIOR FLOOR DRAIN TO BE INSTALLED. CONNECT FLOOR DRAIN TO STORM DRAIN SYSTEM, PER LOCAL REQUIREMENTS. REFER TO GRADING PLAN FOR ADDITIONAL DETAILS. STORAGE ROOM STORAGE ROOM STORM STRUCTURE WEEP HOLE DETAILS NOT TO SCALE 10 C-4.3 STANDARD ALTERNATE C.J. 4 C-402 CONCRETE APPROACH PAD 4 C-402 CONCRETE APPROACH PAD WIDTH VARIES (REFER TO SITE PLAN) WIDTH VARIES (REFER TO SITE PLAN) 2 C-4.3 DRIVE-THRU ISOMETRIC NOT TO SCALE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. RAMP U P RAMP D N 15' 15' 6" CO N C R E T E P A V E M E N T OF DR I V E T H R U CENT E R L I N E 25' 1'-0" CR O S S S L O P E 2% CJ CJ CJ 24" CONCRETE CURB & GUTTER 6" AGGREGATE BASE COURSE SEE NOTE #1. 6" HE A D E R CURB BOLL A R D AS P H A L T PA V E M E N T CONC R E T E A R E A VARIA B L E H E I G H T HEAD E R C U R B , DRIV E - T H R U WINDO W O R AUTO M A T I C DOOR DO U B L E L A N E : 25'- 6 " T O F A C E O F C U R B 2" CJ HEAD E R C U R B , VARIA B L E H E I G H T BUILD I N G FACE 19' CONC R E T E LAND I N G 19' CONC R E T E LAND I N G CJ CJ (SE E C I V I L P L A N F O R D I M E N S I O N S ) CONC R E T E A R E A CJ CJ 2'-0" TYP. 2'- 0 " TY P . EQ U A L 30 ' - 0 " EQ U A L EQ U A L RA M P 1: 1 2 RA M P 1: 1 2 6'- 0 " 6'- 0 " SEE NOTE #2 3" DIA. PVC DRAIN PIPE (FURNISHED BY CANOPY VENDOR & INSTALLED BY GENERAL CONTRACTOR) CANOPY DOWNSPOUT CONNECTION NOT TO SCALE 6 C-4.3 NOTES: 1.CANOPY FOOTING SHALL BE A MINIMUM 2'-0" BELOW DRIVE-THRU LANE PAVEMENT SURFACE. REFER TO CIVIL PLANS FOR EXACT CANOPY FOOTING ELEVATIONS. 2.FLEXIBLE FITTING (NON-SHEAR FERNCO) TO BE UTILIZED BETWEEN PIPE TRANSITIONS AS NECESSARY. 3.CONTRACTOR TO COORDINATE COLUMN DOWNSPOUT ORIENTATION WITH CANOPY VENDOR. ADJUST DOWNSPOUT PIPING AS NECESSARY TO MAKE CONNECTION TO COLLECTOR PIPE. SEE NOTE #1 STORM SEWER COLLECTOR PIPE (SIZE VARIES - 6" MIN.) SEE GRADING PLAN FOR LOCATION DRIVE-THRU LANE PAVEMENT REFER TO CANOPY VENDOR PLANS FOR FOOTING DETAILS CANOPY COLUMN CONTRACTOR TO REFER TO CIVIL PLANS FOR ORIENTATION & LOCATION OF STORAGE ROOM & RAMP. 45° BEND TEE WYE FITTING 3" DIA. PVC DRAIN PIPE 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND TOP OF FOOTING Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE FSU# 180017-01-023 CURRENT DESIGN NOTE APPLIED 2022-023 GS/GD 11/01/2024 WI L M I N G T O N , N C 2 8 4 1 2 01305 NO.DATE DESCRIPTION 5200 Buffington Rd. Atlanta Georgia, 30349-2998 51 0 6 S C O L L E G E R O A D FO R P E R M I T Bowman North Carolina, Ltd. bowmanconsulting.com © Bowman Consulting Group, Ltd. 10130 PERIMETER PARKWAY SUITE 100 CHARLOTTE, NC 28216 Phone: (704) 412-7424 CH I C K - F I L - A MO N K E Y J U N C T I O N F S U 1 11.01.2024 INITIAL SUBMITTAL PERMIT NORTH LBA T S E 1 9 7 2 D E H S I E E E S S S S S D D GM T T TT POB PARCEL "B-3" PARCEL "B-2" PARCEL "C" SNEEDEN ACCESS EASEMENT AREA MB 54 PG 309 LOWES ACCESS EASEMENT AREA MB 54 PG 309 PARCEL "B-4" PID: RO7100-003-241-000 1.28 ACRES OR 55,917 SQ. FT. C1 N 86°55'26" W 50.22' N 70° 1 0 ' 3 5 " W 7 5 . 8 6 ' N 4 5 ° 3 4 ' 3 8 " W 9 3 . 8 0 ' N 5 6 ° 2 0 ' 2 3 " W 7 1 . 4 7 ' N 1 9 ° 4 9 ' 2 5 " E 1 9 4 . 4 8 ' S 70° 1 0 ' 3 5 " E 2 0 4 . 8 9 ' SO U T H C O L L E G E R O A D ~ N C R O U T E 1 3 2 20 0 ' P U B L I C R I G H T - O F - W A Y DRIVE THRU DO N O T E N T E R Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Mounting Height 5 OD1-REL Single PRV-C60-D-UNV-T4-BZ-7050 0.720 20347 25 2 OD1-ETR Single PRV-C60-D-UNV-T4-BZ-7050 0.720 20347 25 6 L SINGLE CRUS-SC-LW-30 0.720 10457 9.5 4 L-ETR SINGLE CRUS-SC-LW-30 0.720 10457 9.5 4 OA Wall Pack-ETR SINGLE LDN6 27_05 LW6AR LD 0.720 508 10 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Boundary Illuminance Fc 0.54 1.8 0.0 N.A.N.A. Meal Delivery Canopy Illuminance Fc 19.32 34.8 6.2 3.12 5.61 Order Canopy Illuminance Fc 18.88 35.4 4.6 4.10 7.70 Site Illuminance Fc 1.95 10.8 0.0 N.A.N.A. 0.1 0.2 0.5 0.7 0.8 0.8 1.0 1.3 1.7 1.8 1.8 1.7 1.3 1.0 0.7 0.5 0.4 0.5 0.6 0.7 0.9 1.0 1.0 0.9 0.6 0.7 0.6 0.5 0.3 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.8 0.9 0.8 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.7 1.0 1.1 1.2 0.9 0.7 0.6 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.2 0.1 8.3 10.4 19.3 24.8 16.3 8.0 15.8 15.3 11.5 13.5 25.9 34.8 22.6 10.6 9.8 17.2 30.3 27.8 16.4 14.2 21.8 30.5 25.1 12.7 17.8 20.6 14.5 12.1 18.4 31.7 31.1 19.3 13.1 18.0 31.6 30.6 14.9 6.2 13.5 28.5 33.8 20.7 13.4 16.0 25.5 32.5 22.3 13.0 13.9 21.9 22.0 12.0 25.2 32.4 21.7 12.8 12.8 22.8 33.0 23.1 11.6 8.3 19.3 32.3 27.1 14.0 10.0 13.9 18.3 14.9 26.9 24.0 12.3 7.4 13.3 4.9 12.6 17.8 15.8 8.6 4.6 11.9 9.8 10.3 18.0 31.3 27.5 13.5 6.3 9.5 19.4 25.4 16.7 12.1 17.1 29.6 29.5 17.1 8.3 25.0 35.4 23.2 14.7 16.2 26.8 33.7 21.6 9.6 4.9 20.6 31.4 26.7 16.5 14.4 22.7 30.7 20.1 17.4 32.0 32.3 17.8 11.6 23.2 1.2 1.2 0.9 0.6 0.4 1.9 2.4 2.4 2.8 2.0 1.3 0.9 0.6 1.7 2.3 2.7 2.7 2.4 2.8 2.2 1.6 1.1 0.7 1.1 1.7 2.6 3.2 2.4 2.3 2.3 2.4 2.0 1.6 1.3 0.9 1.4 1.7 2.0 2.5 2.6 2.5 2.7 2.8 2.4 2.0 1.9 1.6 1.1 2.1 2.7 2.4 2.4 2.5 2.4 2.4 2.5 2.6 2.4 2.3 2.3 2.1 1.4 2.9 3.1 3.7 3.4 3.6 4.6 3.8 2.6 2.4 2.4 2.2 2.3 2.7 2.8 1.8 3.0 3.4 3.6 5.1 7.0 3.5 2.3 2.0 2.0 2.3 2.7 3.3 1.9 3.5 3.4 6.4 4.2 1.9 1.8 2.0 2.5 2.3 2.7 2.4 2.3 3.1 4.6 4.2 1.8 1.8 2.2 2.6 2.2 2.8 2.5 1.2 1.6 2.0 2.4 4.0 2.2 2.6 2.3 2.7 2.4 1.1 1.3 1.6 1.9 2.1 2.9 5.9 2.1 2.4 2.7 3.4 1.9 0.8 1.3 1.6 1.6 1.6 1.8 2.1 2.0 2.2 2.6 2.7 1.7 0.3 0.9 1.8 2.3 2.0 1.9 1.9 2.6 1.4 2.1 2.1 2.2 2.2 2.0 1.4 0.7 0.3 0.8 2.3 3.1 2.3 2.3 2.1 2.0 1.5 2.0 2.2 2.2 2.1 2.0 1.7 1.2 0.7 0.7 1.9 2.6 2.2 2.5 2.5 1.9 1.9 9.0 2.3 2.0 2.2 2.6 2.5 2.3 2.2 1.8 1.2 0.6 0.8 1.7 2.7 2.6 2.4 2.7 2.2 2.9 3.5 10.8 3.5 2.5 2.6 2.5 2.2 2.5 2.8 1.9 1.1 0.6 1.2 2.7 2.8 2.7 2.7 2.5 2.7 4.1 2.8 2.6 2.4 2.6 2.6 2.7 1.6 0.8 0.3 1.0 1.8 3.4 3.5 2.9 2.6 2.9 4.2 10.6 3.6 3.2 3.3 2.7 2.7 2.2 1.1 0.6 0.3 0.1 0.7 1.2 2.5 2.9 2.7 2.7 3.1 3.7 5.6 7.2 4.5 3.4 2.5 2.4 2.2 1.8 1.3 0.9 0.6 0.3 0.2 0.1 0.9 1.6 2.2 2.4 2.7 2.8 2.9 3.4 4.1 4.2 2.9 2.1 1.7 1.3 0.9 0.8 0.7 0.5 0.4 0.2 0.1 0.1 0.7 1.2 1.8 2.4 3.1 3.0 3.1 3.3 3.2 2.4 1.8 1.4 1.1 0.8 0.7 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.6 0.9 1.4 2.0 2.8 2.9 2.9 2.4 2.0 1.7 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.7 1.0 1.4 1.7 1.5 1.7 1.7 1.8 1.8 1.6 1.3 1.2 1.0 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.5 0.6 0.8 1.0 1.2 1.5 1.7 1.9 2.1 1.9 1.7 1.6 1.2 0.8 0.6 0.3 0.2 0.1 0.1 0.0 0.3 0.4 0.6 0.8 1.1 1.3 1.7 2.2 2.3 2.0 2.2 2.2 1.5 0.9 0.5 0.3 0.1 0.1 0.4 0.5 0.8 1.1 1.5 1.9 2.0 2.0 2.1 2.4 2.5 1.4 0.7 0.3 0.3 0.5 0.7 1.1 1.7 2.5 2.3 2.4 2.4 2.1 1.2 0.4 0.6 0.9 1.4 2.1 2.1 2.0 0.3 0.4 0.6 0.9 0.2 0.2 ETR - EXISTING TO REMAIN REL - EXISTING TO BE RELOCATED OCTOBER 2024 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY NO.DATE DESCRIPTION MO N K E Y J U N C T I O N REVISION SCHEDULE A 01305 1234 B C D E A B C D E 1234 CH I C K - F I L - A 51 0 6 S C O L L E G E R D . WI L M I N G T O N , N C 2 8 4 1 2 2023.0198 BUILDING TYPE / SIZE: RELEASE: S97-136 FSR # SEAL: CHECKED BY Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 PERMIT INTERPLAN PLLC P-0215 ARCHITECTURE ENGINEERING PERMITTING 220 E. CENTRAL PKWY, STE 4000 ALTAMONTE SPRINGS, FL 32701 407.645.5008 CORPORATE SEAL: THIS DOCUMENT IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. CO P Y R I G H T © 2 0 2 3 I N T E R P L A N P L L C R E S E R V E S C O P Y R I G H T & O T H E R R I G H T S R E S T R I C T I N G T H E S E D O C U M E N T S T O T H E O R I G I N A L S I T E O R P U R P O S E F O R W H I C H T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N S , C H A N G E S O R A S S I G N M E N T S A R E P R O H I B I T E D . - ES1.0 SITE PHOTOMETRIC PLAN BEM SN