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Home My WebLink AboutNCC223182_Site Plan or Location Map_20220912SITE KEY NOTES. IMPERVIOUS CALCULATIONS: \ e \SS aCONSTRUCT 2' CURB AND GUTTER PER DETAIL SHEET. ` E EXTENTS OF CURB & GUTTER AND/OR ASPHALT PAVEMENT. TIE TO EXISTING AT THIS POINT AS REQUIRED. 3A STANDARD DUTY ASPHALT PAVEMENT PER DETAIL SHEET (STANDARD DUTY ASPHALT TYPICAL OF ALL PARKING SPACES) HEAVY DUTY ASPHALT PAVEMENT PER DETAIL SHEET 3B (HEA VY DUTY ASPHAL T TYPICAL OF DRIVE AISLES) HEAVY DUTY ASPHALT PAVEMENT IN RIGHT-OF-WAY@D 3C PER DETAIL SHEET. 5 ❑4 TRANSITION FROM ASPHALT TO CONCRETE PER DETAIL SHEET. CONCRETE PAD @ DRIVE-THRU AND HANDICAP PARKING SPACES aWITH 10' CONTROL JOINTS AND 20' EXPANSION JOINTS, OR PER 4- 3C 2 ss\ ss / \ 27 / 29 / 30 90, SOILS REPORT SPECIFICATIONS. � TYp aCONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET. 3B 1 CONSTRUCT FLUSH CONCRETE H. C. RAMP "TYPE 1 " PER DETAIL SHEET. / W 13 \ T� aCONSTRUCT FLUSH CONCRETE H. C. RAMP "TYPE 2" PER DETAIL SHEET. O Q� INSTALL VAN ACCESSIBLE H.C. SIGN PER DETAIL SHEET TO MEETALL ❑9A A.D.A. AND STATE AND LOCAL REQUIREMENTS. NOTE: THE / ACCESSIBLE VAN SPACE SHOULD HAVE THE ACCESS AISLE ON THE PASSENGER SIDE. / 30 N ° 96 INSTALL H.C. SIGN PER DETAIL SHEET TO MEETALL A.D.A. AND STATE AND LOCAL REQUIREMENTS. 16 EHANDICAP PARKING SPACE AND H.C. SYMBOL PER DETAIL SHEET TO MEET ALL A.D.A. AND STATE AND LOCAL REQUIREMENTS. 11 PAINTED (CONCRETE) A.D.A. PEDESTRIAN CROSSWALK PER DETAIL SHEET. / �� 22 g 12 EMPLOYEE PARKING SPACES. / �O 0 14 13 PAINT TRAFFIC ARROWS PER DETAIL SHEET. / CO PIN:93348062500044/ O El PAINT 6" WIDE YELLOW STRIPE ON ASPHALT FROM EDGE OF CONCRETE / MAP: 140703008 3B ( J-_, DRIVE-THRU LANE (AND AS SHOWN ELSEWHERE ON SITE PLAN). N/F: RICHARD LOWRY, JR. OG O V / DB 1261 PG 782 1 � � 15 PAINT 4" WIDE STRIPE, WHITE-TYP. ZONING: R20 Q Q��0 A� J o' 16 PAINT 4" WIDE STRIPES, WHITE @ 45° 2'--O" O. C. / 30 34 ElCONSTRUCT CONCRETE DUMPSTER PAD (PER DETAIL SHEET) OR PER / 13 33 SOILS REPORT SPECIFICATIONS AND RECOMMENDATIONS. 1 � 18 CONSTRUCT DUMPSTER ENCLOSURE (MATERIAL TO MATCH BUILDING). VICINITY MAP - not to scale 0 J I 1. ALL LIGHTING SHALL BE ARRANGED AS TO DIRECT LIGHT AND �A�7,m GLARE AWAY FROM STREET AND ADJACENT PROPERTIES PER28 37SECTION 17-2(D)(3) OF THE TOWN OF PEMBROKE ORDINANCE. �EVA z w 2. ALL WALL PACK FIXTURES SHALL BE CUTOFF FIXTURES PER ° � Ro ° SECTION 19-3(D) OF THE TOWN OF PEMBROKE ORDINANCE. \\ w N 66 3306\ Ty�RO \ 3. OFF-STREET LOADING - ALL DELIVERIES TO BE MADE AT OFF l o c�66� ,8s FR \ w\',Z49, 3C N66380'pR�pO��CST F \ EX. CATCH BASIN waR Mq/NRo R HOURS AND ENTER AND LEAVE SITE VIA THE WEST THIRD STREET o °sT 33� NTgG s w VI/ ° sFo "IGyTo Fj' TOP: 173.39' DRIVEWAY. NO DELIVERY TRAFFIC ALLOWED ON LOWRYSTREET o°a �� a ` 7gR/GyTo' -`W NG'7 \ INV. OUT: 169.89' o 7,� (INVERT ELEVATION AND y m gym= SIT PIPE SIZE AND TYPE ARE 3A o TOT S SHOWN FROM A N.C.D.O.T. y1NF Q Z° 6�) \\ N 6 \ 27 DRAWING. THE STRUCTURE( ss 6 3 N \G \e, `?O6" Q WAS CLOGGED AT THE TIME �o 25 SS W k' qr W 3j \ U ° OF THE SURVEY) Q 0 ��o \ssw a/� 35 �Q�� CqA�/A RT O Wq Y s ` \ G o 2o,g F N \ W 66 ° \ - • K/NG_0 - . R2o 0' oc GP s 30 w \ FTegc\ ❑ SS s� 79, � 27 O o� 22 24 \G\ SS\\�\ \ /? a ❑ ' z2 0 Co 3y N 10 5 24 � 22 `'Q 2 p, 2 4 Q � .o 15 � °� \s w \ \ /3B ��❑p 3A13 o. \ 4 S0 FROM= \TS ❑ �\ ss\may wUKy A,o \oiNGs 13� ® / / 19 \SS \° 5 \qc / \ \SS\Mq �pF NN N9 1 31 / \�80 \�\O.TORq �\ \ 9A 6 6 5 / \pROpO \ \SS\\WING) 6 13 7 9A p %\ 1 s 14 o / SS� PROPOSED 10"M U� / �, Q 8 3B P SLIM CHICKENS i 14.0' EX / /\ ±3,335SF � / 9B .S.S.M.H. /� 2q 10 / TOP:173.37' i y6/441 \ a / / INV.IN(W):167.11' / 6 14 61' INV. IN(S): 167.21' 1 / INV. OUT(E): 167.02' / 3B/Q44/ g 3A z A REFER TO DETAIL SHEET IN ARCHITECTURAL SET. 14 13 21 Z /O 0 31 p 19 PROPOSED GROUND SIGN (DESIGNED AND PERMITTED BY SIGN COMPANY). / 4 g 13 / Morn ° / ,/ / 2�c BOO / / P160 5 i / / JH� / ❑20 MENU BOARD, SPEAKER POST AND CANOPY, COORDINATE WITH / 22 R26.0' 15 °? / 4U / CONSTRUCTION MANAGER FOR DETAILS. 16 �s o / 23 5 14 5 21 STEEL PIPE BOLLARD PER DETAIL SHEET. / #4RBF i / R8R15' '�`O R1.p' a R2� 22 /Q � ° 22 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN (BY OTHERS). 36 o °' 64 co PROPOSED o EXISTING IMPERVIOUS CALCULATIONS: BUILDING: 0.149 ac. 05.30 % PAVEMENT.' 0.186 ac. 06.61 % OPEN SPACE: 2.478 ac. 88.09 % TOTAL SITE: 2.813 ac. 100.0 % TOTAL IMPERVIOUS: 0.335 ac. - 11.91 % PROPOSED IMPERVIOUS CALCULATIONS: BUILDING: 0.087 ac. 03.09 % PAVEMENT.' 1.448 ac. 51.48 % OPEN SPACE: 1.278 ac. 45.43 % TOTAL SITE: 2.813 ac. 100.0 % TOTAL IMPERVIOUS: 1.535 ac. - 54.57 % NET INCREASE OF IMPERVIOUS: 1.200 AC TOWN OF PEMBROKE NOTES: � ElCONCRETE TRANSFORMER PAD. COORDINATE EXACT SIZE AND EXACT / / / BUILDING INSPECTIONS NOTES: �n`°' o A 13 PARCEL 1 O % / / LOCATION REQUIREMENTS WITH LOCAL POWER SERVICE PROVIDER. o/ o. � 24 15 0 �o s s o SLIM CHICKENS - °r FLUSH CURB CONDITION WHERE SIDEWALK ABUTS DRIVEWAY. TAPER �, �� 26 � :�8 2.066 AC+/- /� / / O 1R. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE 24 co CURB BACK TO FULL HEIGHT PER CURB TAPER DETAIL ON DETAIL SHEET. SY o O 3A :o =" 0 21 20 / / PIN: 933480907500 / NORTH CAROL/NA BUILDING CODE (NCBC), BEAT THE SAME N '80' o' 60° °�/ d 13 / CO °� / MAP: 140703011 O / / i ELEVATION AS THE FFE, AND SHALL HAVE A MAX. 2% SLOPE IN ANY 25 PAINTED STOP BAR. M �'� s O o ♦ N^ 5 / / DIRECTION INCLUDING IN THE DIAGONAL. =ry s. 2os �mi RZao, 0 6 (� o / / N/F: McDONALD'S o R�6. oa / i CORPORATION / / 26 CONCRETE DRAINAGE FLUME PER DETAIL SHEET -TYPICAL. / 13 , 16 e°' / 4 �o / / DB 1430 PG 866 2R. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE AREA IIIQ° 1.a° °' / / / ZONING: C3 i SHALL NOT EXCEED 2% IN ANY DIRECTION INCLUDING IN THE ❑ PROTECT EXISTING UTILITIES TO REMAIN -TYPICAL. G.C. TO CONTACT / �, Rao P 22 °z / l / DIAGONAL. ALL APPLICABLE UTILITY COMPANIES TO INSURE THE UTILITIES ARE R250 -' 20 N 14 / 27 PROPERLY SHUT -DOWN PRIOR TO THE START OF ANY SITE AND/OR 17 0 4 3R. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2% SLOPE IN DEMOLITION WORK. 4 d % 6 0 26 1 P P 22 ti� N 4 / o? , / ANY DIRECTION INCLUDING IN THE DIAGONAL) ON ALL SIDEWALKS 17 ° 18 P 3A 3B / / / WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT. PROTECT ALL OFF -SITE PAVING / CURBING (TO REMAIN) FROM CHIPPING p ° 3d 13 p 3A ❑28 OR BREAKING DURING ALL CONSTRUCTION. PATCH & REPAIR EXISTING \ / *0oq I 13 / o / / l / 4R. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/ ITEMS DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. \ Q^ / ti o-0 SIDEWALKS WITHIN THE SITE, / / i l / EXCEPT WHERE LABELED AS A RAMP / 18 � ® ❑ R1 / / / / / WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF 29 o PROTECT EXISTING TREE TO REMAIN - TYPICAL. \ MiN b 26 TVP. 16 TRAVEL AND A 2% CROSS SLOPE. 3A 1-6 1;�& / I 229 LF _ OF RETAINING WALL RANGING IN HEIGHT FROM 0.5 TO 3.75. - \ oscgA zs RF N ® i 26 15 R�.o' / o / / / / 5R. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED AS DESIGN BY OTHERS. CONTRACTOR TO COORDINATE WITH CONSTRUCTION F AqR R eu 9 01 ,° / / / / 'RAMPS' SHOWING SLOPES, LEVEL LANDINGS AT TOP AND BOTTOM 30 MANAGER FOR POSSIBLE RETAINING WALL DESIGN DRA WINGS. REFER TO 16 kiNGs Tsq� °jNc FT TVP. 13 �j � / / / / / / (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL), GRADING PLAN (C-4. 1) FOR TOP AND BOTTOM OF WALL ELEVATIONS. ♦ 3B Ck eq k �o° 1 0 / /� / , / / RAILINGS / GUARDRAILS, AND SHALL COMPLY WITH NCBC. 162 LF ± OF RETAINING WALL RANGING IN HEIGHT FROM 0.5' TO 2.5'. N DESIGN BY OTHERS. CONTRACTOR TO COORDINATE WITH CONSTRUCTION 66�3$2� ` \ e5° / o// SITE DATA INFORMATION: 31 MANAGER TO OBTAIN RETAINING WALL DESIGN DRAWINGS PREPARED BY 9♦ 1 16 12 / / POSSIBLE GAP AREA / �� A LICENSED STRUCTURAL ENGINEER. REFER TO GRADING PLAN (C-4. 1) 683 26 R30.0' F 16 0 / DEED BOOK 1802, PAGE 136 REFERANCES / ��/O FOR TOP AND BOTTOM OF WALL ELEVATIONS. I 15 Mo�oy / / / A STRIP OF LAND RECORDED IN DEED / Co l FF BOOK 100, PAGE 269 (DEED DOES NOT / ❑32 NEW TREE LINE - REFER TO GRADING PLAN (SHEET C-4.1) FOR / l / �0 3 Mp/DVFF / 15 i o�\ OF DEEDS)ROBESON COUNTY REGISTER /, / 'k, / EXTENTS OF GRADING. PIN: 933480108300 / FMo y / \ hG MAP: 140701038 <D FF Q \ / / 0 J / ❑33 FLUSH CURB CONDITION FOR FUTURE DUNKIN DELIVERY RAMP. TAPER RICHARD BEANIE LOWRY, JR. / / / 13 22 �o GROSS AREA: 2,535 SF (0.058 ACRE) CURB BACK TO FULL HEIGHT PER CURB TAPER DETAIL ON DETAIL SHEET. AND LESLIE LOWRY HEIRS \011NET AREA: 2,363 SF (0.054 ACRE) 0 DB2017PG1924 / ° / 34 6' BREAK IN ISLAND TO ALLOW FOR PEDESTRIAN CUT-THRU. (DB 1639 PG 230 / 2.0, 26 / ^�^ GR� \ / CONTRACTOR TO CLEAN OUT EXISTING CLOGGED CATCH BASIN PRIOR TO SAVE AND EXCEPT DB 2168 PG 772) / / ( NF SSq \ oy°� ZONING: R20 ` Tq 35 CONSTRUCTION AND PRIOR TO REPLACING TOP WITH MANHOLE COVER PRIOR �3 / TO NEW STORM PIPE. / 36 \S66o �2,q. 39 96 SF(0� 3 / �F SF ' 49 3 - , 36 PROPOSED STOP SIGN TO MUTCD STANDARDS. � / / ` \ �8'9C RFS -_Ssso �qR R-GR N°\ POSSIBLE GAP AREA 37 CONTINUATION OF EXISTING CONCRETE ISLAND TO PROPERTY LINE m co"' / / Rao.o' Nos gAF040 RFS) ) SZ�F OB //VgSFSFNF POSSIBLE WITHIN THE RIGHT-OF-WAY: /AA'KNcOTq� o 446 p gSFM� 172 SF GENERAL SITE NOTES: _ / / SF e .� s \TOT 1z, NT \ONG (0.004 ACRES) / / �� 4'$$' `) \oL EX.15 RCPTHE / • UTILITIES. HE LOCATION OF AACTOR SHALL lFY LOCATION LL EXISTING UTILITIES ARE ELEVATION NOTOF ALL NECESSARERY ROUND CONTRACTOR (ONSIDE OR OUTSIDE CONTRACT LIMITOANY EXISTING S DUE TO CONSTRUCTION R / / 32 R 29 \ \ `93 82 \ /Ill ° / Q INN.: 168.16' Q GIJON MUST CO / / 22 -_ \ / , N Z O �S�OUNp UTILITY PROT�oR� SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE OPERATIONS. /� CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED / / / ` r/ �/ Q / GG 0 ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR ALL SITE DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE \ / DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM NOTED. / \ 14 I / 15"RCP THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANYDELAYDUE �V INV.: 168.02' TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE ��O 1 ° o RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES AND REMOVE ALL TRASH \ 13 4 7 1 S2 24'07"W / CONTRACTOR /S RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES. AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT 1 "IRF \ \ 3B /�O 18" RCP 7' 1 .19' / O THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA ONE -CALL AT LEAST ONCE A WEEK DURING CONSTRUCTION. \ INV.: 167.90' o / 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST mJ 48 HOURS PRIOR TO ANY DIGGING. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEWALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL • THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY 22 =O / / 2 O BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF ANY FIELD CONFLICTS. \ 2S rn 441 0 27 / CONSTRUCTION. 18"RCP _ o p' BEFORE YOU DIG! ` Fq ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO MN 20,7 \RSU/LNG/Q� �^ / INV.: 168.38' CALL 811 N S. ONE -CALL CENTER I • PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ` q SF RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE q F T\!� o�/n/ / BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. o UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER • ALL WORK IN RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH PIN: 933389776100 e 13 BASE MAP INFORMATION FROM SURVEY BY REGIONAL LAND SURVEYOR 3B DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY "THE CURRENT EDITION OF THE STATE DEPARTMENT OF TRANSPORTATION S' \ oZ , / INC. 8642 WEST MARKET STREET SUITE 100 GREENSBORO NC 27409 AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CONSTRUCTION AND MATERIALS SPECIFICATIONS" MAP: 140703015 6jo/> ` \ (IV / _ _ CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY N/F: JAMES J. LEONARD DATED 01 07-22 -LAST UPDATED 03 09-22. SUBSEQUENT MODIFICATION OF THE WORK MANDATED BYANY REGULATORY • CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DB 1941 PG 35 AUTHORITY. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME ZONING: R20 `29 AND APPLICABLE STATE, COUNTYAND LOCAL CODES. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 312 Sj 30 0 30 60 90 THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF 3$ r/ ? 36 • THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY OT,qo / ■ ■ UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS. AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION IS GRANTED. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, \ / �(Z) CV • CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON 2 PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY THIS PROJECT, ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE` /CO/� North PROTECTED FROM DAMAGE. OF THE OWNER OR DESIGN PROFESSIONAL. 27 SCALE: 1" = 30' SITE INFORMATION SITE ADDRESS: 807, 809 & 811 WEST THIRD STREET ZONING: C-3 (Highway Business) EXISTING USE: SINGLE FAMILY HOMES & VACANT PROPOSED USE: RESTAURANT WITH DRIVE-THRU Parcels MAP REFERENCE INFO: 933480727000, 933480608200, 933480814000 & 933389881200 PROPOSED TOTAL SITE AREA: 2.813 Acres +/- PROPOSED B.U.A. (Impervious): 1.535 Acres OF IMPERVIOUS AREA: 54.57 % The property is not located in a Special Flood Hazard Area as determined by the Federal Emergency Management Agency Map Panel No. 3710933400J, Dated January 19, 2005 & Panel No. 3710933300K, Dated December 6, 2019 PROPOSED PARCEL 1 - SLIM CHICKENS - 2.066 Ac +/- 13 spaces per 1,000 sf GFA When queuing (stacking) lanes are provided for drive through service, up to fifty (50) percent of the PARKING designated queuing spaces may be included in REQUIREMENTS: determining compliance with the parking requirement. 3,335 sf +/- / 1, 000 = 3.335 3.335 x 13 = 43.355 or 44 44 TOTAL PARKING SPACES 33 Standard Parking Spaces PROPOSED 2 Handicap Accessible Spaces PARKING: 11 (50% of drive through stacking spaces) 46 TOTAL PARKING SPACES PROPOSED PARCEL 2 - Future DUNKIN' - 0.747 Ac +/- 13 spaces per 1, 000 sf GFA When queuing (stacking) lanes are provided for drive through service, up to fifty (50) percent of the PARKING designated queuing spaces may be included in REQUIREMENTS: determining compliance with the parking requirement. 2, 637 sf +/- / 1, 000 = 2.637 2.637 x 13 = 34.281 or 35 35 TOTAL PARKING SPACES 25 Standard Parking Spaces PROPOSED 2 Handicap Accessible Spaces PARKING: 10 (50% of drive through stacking spaces) 37 TOTAL PARKING SPACES w� stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N.TRADE STREET, SUITE 200 WINST7N-SALEM, NC 27101 P:336.723.1067 F:336.723.1069 www.stimmelpa.cam PROJECT: CLIENT: BREAK BREAD VENTURES 1334 BELLEMEADE LANE CHARLOTTE, NC 28270 Tel.#: 704-905-3179 DRAWN: JAL, JKB DATE: 04/07/22 REVISIONS: 1 05-05-22 PERMIT REVIEW COMMENTS 2 05-17-22 PERMIT REVIEW COMMENTS 3 06-02-22 PERMIT REVIEW COMMENTS 4 08-01-22 NCDOT COMMENTS 0 08-09-22 NCDOT COMMENTS JOB. NO: 21-287 SHEET TITLE SITE LAYOUT PLAN SCALE: AS NOTED SHEET NO.: C�200 @ STIMMEL ASSOCIATES, P.A.