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01-01305-C-2.0-SITE PLANS 10 9 OHE D S 12" BLF 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 BENCHMARK 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 E C SWALE / DITCH LINE UNDERGROUND GAS SERVICEG UNDERGROUND ELECTRIC SERVICE UNDERGROUND WATER LINE EP C&G PK NAIL SET #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED)IRF IRS PKS GM T 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 BFP FLAG POLE ONE STORY BRICK AND STUCCO #5106 SOUTH COLLEGE ROAD 4,591 SQ. FT. FFE = 28.04 HEIGHT = 22.4'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 2 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°20 ' 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' C&G C&G C& G C & G C&G C & G C&G C& G C& G E P E P E P C C C C C C C C C C C C C C C C C C C CCCCCCCCCCC C G G G G G G G G G G G G G G G G G GGGG G G G G G G G G G G G GG G G G G G G G G G G 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 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 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 15 " R C P 1 8 " R C P 1 8 " R C P 1 5 " R C P 18"RCP (A)(B ) 36 " R C P (A)36"RCP (B)15"RCP 36" R C P (A) 15 " R C P (B ) 36"RCP 15 " R C P 1 8 " R C P 15 " R C P 1 8 " R C P 1 8 " R C P 1 5 " R C P 18"RCP (A)(B ) 36 " R C P (A)36"RCP (B)15"RCP 36" R C P (A) 15 " R C P (B ) 36"RCP 15 " R C P 1 8 " R C P DUMPSTER ENCLOSURE CB #138 5 GRATE : 2 6 . 3 8 IN 15" R C P I E : 2 0 . 1 4 OUT 18 " R C P I E : 2 0 . 1 1 CB #142 4 GRATE : 2 5 . 0 7 IN 18" R C P I E : 1 9 . 6 7 OUT 18 " R C P I E : 1 9 . 5 7 CB #146 9 GRATE : 2 5 . 2 0 A) IN 3 6 " R C P I E : 1 9 . 1 0 B) IN 18 " R C P I E : 1 9 . 1 0 OUT 18 " R C P I E : 1 8 . 9 8 CB #15 0 9 GRATE : 2 5 . 0 9 A) IN 36 " R C P I E : 1 8 . 8 4 B) IN 1 8 " R C P I E : 1 8 . 8 4 OUT 36 " R C P I E : 1 8 . 7 9 CB #15 1 1 GRATE : 2 6 . 2 4 OUT 15 " R C P I E : 2 1 . 7 4 DMH #1 5 1 0 RIM: 26 . 2 8 A) IN 36 " R C P I E : 1 8 . 8 3 B) IN 15 " R C P I E : 2 1 . 2 3 OUT 36 " R C P I E : 1 8 . 5 8 CB #15 1 2 GRATE : 2 5 . 7 5 IN 15" R C P I E : 2 1 . 8 5 OUT 15 " R C P I E : 2 1 . 6 5 CB #151 3 GRATE : 2 5 . 7 3 OUT 15 " R C P I E : 2 2 . 2 3 INV 48 " R C P 1 6 . 2 1 SDMH RIM = 2 5 . 0 0 NO ACC E S S CB #13 3 0 GRATE: 2 5 . 2 0 OUT 15" R C P I E : 2 0 . 5 0 EX. UT I L I T Y E A S E M E N T REFERE N C E 1 EX. UT I L I T Y EASEM E N T REFER E N C E 1 HEADW A L L CONCR E T E DITCH 1 2 " P V C 12 " P V C 1 2 " P V C 12"PVC 12"PVC COVERED COVERED CHICK-FIL-A & ARBY'S SIGN E E D S S S S S SMH RIM = 2 8 . 1 3 SEALE D SMH RIM = 2 5 . 8 3 INV 12 " P V C = 1 2 . 2 3 INV 12 " P V C = 8 . 3 8 INV 12 " P V C = 5 . 8 3 SMH RIM = 2 5 . 7 8 INV 12 " P V C = 1 3 . 2 5 INV 12 " P V C = 1 3 . 1 8 GM T T TT GREAS E T R A P EV CHARGER 1508 EL=24.1 5 GRT DI N 2 E / 2 X 3 ' E IRF 4" BLF 12" BLF 10" BLF 8" BLF 10" BLF 4" BLF 6" BLF 6" BLF 3" BLF 13" BLF 14" BLF 4" BLF 4" BLF 6" BLF 6" BLF 9" BLF 13" BLF 13" BLF 12" BLF 11" BLF 4" BLF 8" BLF 7" BLF 12" BLF 12" BLF 12" BLF 13" BLF BFP D PARCE L " B - 3 " ZP 382 M O N K E Y J U N C T I O N , L L C PID: R0 7 1 0 0 - 0 0 3 - 2 4 0 - 0 0 0 PARCE L " B - 2 " ZP 382 M O N K E Y J U N C T I O N , L L C PID: R0 7 1 0 0 - 0 0 3 - 2 3 9 - 0 0 0 PARCE L " C " LOWE' S H O M E C E N T E R S , I N C . PID: R0 7 1 0 0 - 0 0 3 - 0 3 8 - 0 0 0 SNEED E N A C C E S S EASEM E N T A R E A MB 54 P G 3 0 9 LOWES A C C E S S EASEM E N T A R E A MB 54 P G 3 0 9 E E DO N O T E N T E R PROP. 4" SOLID YELLOW REFLECTIVE STRIPING R22.0' R25.0' R3.0' R10.0' R3.0' R62.1'R120.0' R20.0'R3.0' R10.0' R3.0' 9. 5 ' 9. 5 ' 10 . 0 ' 3. 0 ' 3. 0 ' 9. 0 ' 9. 0 ' 3. 0 ' 4. 0 ' 2. 0 ' 2.0'3.0' 9.5'9.5' R25.0' R3.0' R37.0' R41.0' R2.0' R10.0' R25.0' R28.0' R20.0' 18 . 0 ' 9.0' 9 . 0 ' 18.0' R2.0' R2.0' 18 . 0 ' 9.0' EXISTING F2F CANOPY CURB AND GUTTER TO TIE INTO EXISTING PROPOSED DUAL OMD CANOPY WITH COLUMNS OUTSIDE CURB LINE CURB AND GUTTER TO TIE INTO EXISTING 18.0' 9 . 0 ' 18.0' 18 . 0 ' 14.0 ' 24 . 0 ' PROPOSED ADA RAMP AND SIDEWALK CONNECTION 2. 0 ' 5.0' 5.0 ' 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 06/14/2024 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 Seal 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 06.14.2024 ENGINEERED SITE PLAN ESP 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20 20 40 20 8010 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 1.2800 DISTURBED AREA TBA AC PROP. DRIVE-THRU CONCRETE PAVING PROP. 24" CURB AND GUTTER SITE CALLOUTS IMPERVIOUS SUMMARY: AREA EXISTING IMPERVIOUS 43,354 SF / 0.995 AC ADDITIONAL IMPERVIOUS 1,246 SF / 0.025 AC PROPOSED IMPERVIOUS 44,560 SF / 1.02 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 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. YELLOW 24" STOP BAR WITH YELLOW REFLECTIVE PAVEMENT MARKING TEXT 8 11 LEGEND PROP. CONC. PAVEMENT PROP. STORM PIPE PROP. PARKING COUNT C-2.0 SITE PLAN 1 2 3 4 5 6 7 PROP. RELOCATED SIGN PROP. RELOCATED LIGHT POLES PROP. ASPH. PAVEMENT PROP. ASPHALT PAVEMENT PROP. RELOCATED " DO NOT ENTER" SIGN PROP. CURB & GUTTER PROP. RELOCATED STORM CATCH BASIN PROP. 4" SOLID YELLOW REFLECTIVE STRIPING PROP. 4" SOLID WHITE REFLECTIVE STRIPING12 PROP. RELOCATED MAIL BOX13 PROP. RELOCATED MAIL BOX PROP. SIDEWALK PAVEMENT 14 PROP. YELLOW DIRECTIONAL ARROW 15 PROP. WHITE DIRECTIONAL ARROW 16 PROP. WHITE REFLECTIVE "DO NOT ENTER" PAVEMENT MARKING TEXT WITH 24" STOP BAR 17 PROP. RELOCATED "CURBSIDE ORDER" SIGN 10 9 PROP. RELOCATED STORM CATCH BASIN PROP. 15" RCP STORM PIPE 18 PROP. 4" WHITE CROSSWALK STRIPING W/ 4" WIDE STRIPES @ 45 DEGREE ANGLE. SPACE 2.5' O.C. WHITE REFLECTIVE PAINT WITH ANTI-SLIP ADHESIVE 19 PROP. 4" YELLOW CROSSWALK STRIPING W/ 4" WIDE STRIPES @ 45 DEGREE ANGLE. SPACE 2.5' O.C. YELLOW REFLECTIVE PAINT WITH ANTI-SLIP ADHESIVE