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HomeMy WebLinkAboutNCC223561_Site Plan or Location Map_20221019SITE KEYNOTES GENERAL SITE NOTES VICINITY MAP (NTS): aCONSTRUCT 24" CURB AND GUTTER PER DETAIL SHEET. 12 PAINT TRAFFIC ARROWS PER DETAIL SHEET. 2 EXTENTS OF CURB & GUTTER, ASPHALT PAVEMENT, AND/OR SIDEWALK. TIE TO EXISTING AT THIS POINT AS REQUIRED. 13 CONSTRUCT CONCRETE DUMPSTER PAD (PER DETAIL SHEET) OR PER SOILS REPORT SPECIFICATIONS AND RECOMMENDATIONS. E3STANDARD DUTY ASPHALT PAVEMENT PER DETAIL SHEET AND PER SOILS REPORT SPECIFICATIONS. 14 CONSTRUCT DUMPSTER ENCLOSURE (MATERIAL TO MATCH BUILDING). REFER TO ARCHITECTURAL DRAWINGS (BY OTHERS) FOR ❑4 TRANSITION FROM ASPHALT TO CONCRETE PER DETAIL SHEET. DETAILS AND SPECIFICATIONS. ❑CONCRETE 5 DRIVEWAY APRON (PER DETAIL SHEET) OR PER SOILS 15 PAINT 4" WIDE STRIPE, WHITE-TYP REPORT SPECIFICATIONS AND RECOMMENDATIONS. 16 PAINT 4" WIDE STRIPES, WHITE @ 45° 2'-0" O.C. a CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET. 17 24" WIDE WHITE PAINTED STOP BAR AND "DO NOT ENTER" LETTERING ❑7 CONSTRUCT FLUSH CONCRETE H.C. RAMP "TYPE I" PER DETAIL SHEET. TO NCDOT STANDARDS. aPEDESTRIAN CROSSWALK. 18 PROPOSED GROUND SIGN (PERMITTED BY OTHERS). PROTECT ALL OFF -SITE PAVING / CURBING (TO REMAIN) FROM 9 HANDICAP PARKING SPACE AND H.C. SYMBOL PER DETAIL SHEET TO 19 CHIPPING OR BREAKING DURING ALL CONSTRUCTION. PATCH & MEET ALL A.D.A. AND STATE AND LOCAL REQUIREMENTS. REPAIR EXISTING ITEMS DAMAGED DURING CONSTRUCTION AT 10 INSTALL VAN ACCESSIBLE H.C. SIGN PER DETAIL SHEET TO MEET ALL A.D.A. AND STATE AND LOCAL REQUIREMENTS. NOTE: THEACCESSIBLE NO COST TO THE OWNER. PROTECT EXISTING UTILITIES TO REMAIN CONTRACTOR VAN SPACE SHOULD HAVE THE ACCESS AISLE ON THE PASSENGER SIDE. 20 -TYPICAL. TO CONTACT ALL APPLICABLE UTILITY COMPANIES TO ENSURE INSTALL H.C. SIGN PER DETAIL SHEET TO MEET ALL A.D.A. AND STATE THE UTILITIES ARE PROPERLY SHUT -DOWN PRIOR TO THE START 11 AND LOCAL REQUIREMENTS. OF ANY SITE AND/OR DEMOLITION WORK. I I I S 88°37'58" E 180.28' (Total) — I IS 88°37'58" E 98 19' 21 RIGHT-OF-WAY DEDICATION 55' FROM ROAD CENTERLINE I — I I I I I I I II I I II I S 88°37'58" E 55.33' Yoo, Hoan oo and(Verifw/Architectural) Yoo, Helen 6149 Univer ty Pkwy 682PIN 922-8218 DB 2671 Pg 4281 y Tie Pavement Lot 8A, Blo 2048 L0 cn I I S 88°37'58" E 26.76' I FJ rmer Corner pp S 88`37'58"E 180.28'—> 19 I The RW EIP 7 7 EIP I 4� 0' TYPE I BUFFERYARD o' I 000 EIP ITo C 55' 26' 0 4 5 I � M Top rate 934.58 O I 1 , I I Inv�931.38 3 It\ * — I 21 R5 R15' I I `6o 16 N E C I 18' 26.25' o o � 12 1 0 3 I N I o Cn i o� 6 Ic I '0o cp //��•.�� I a telpeds p ®® QI 15 6 ° a r O 20 > �03 i Lu 12C/) L I ICU ° a 6 12 j ++ oI 27.42' 0.I •-1 1 PROPOSED BUILDING Ld _°. ° -►Lr oa 3 a U) U 8 I 6 7 •0 8 9 Ico z I W a I z ° ° LJ .= OI I 26.25' -- -------------I 9 I C: > I 12 12 I ° I a---------- � 38.52' 12 I I ° 12 ---------------� o� I R5 12 I I 6 DO NOT ENTER I 7 1 I 20 ° 17 16 pp - I I 3 12 I 2 3 4 I I 1 R 15' a �r J0 I I I Ln ° 18 12 I c) 7 a R30' C° 4 a 19 a 5 �o I 12 3 rn 1 z 4 F250'� I° ° a LI' 40' BUILDING SETBACK O ° al ° 6 20TYPE III BUFFERYARD S 88`20'00"E 66.45'—> 16 1 12 a ° 0 11 + 16 18' 0 z G) rn W n 13 F41) W 00 Ln DO o cn I V EIP 47 Fallen Tree CLF <—N 88`51 '38"W 419.29' Whiteheart, Glenda H, etal 6131 University Pkwy PIN # 6829-21 —9931 Lot 5, Block 2048 DB 2016E Pg 440 A Zahava Properties LLC 160 Noel Dr PIN # 6829-32-0281 DB 680 Pg 1878 Lot 208, Block 2048 O Fire Pit S 88'44' 1 4"E 134.98'—> CLF Qo Wellhouse 7 • THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA ONE -CALL AT 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. • THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE INFORMATION AS NOTED IN THE "EXISTING CONDITIONS VERIFICATION NOTE" ON THIS SHEET. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. • PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTYAND LOCAL CODES. • THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION IS GRANTED. • CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. • CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. • ALL SITE DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. • THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. • BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEWALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. • ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. • ALL WORK IN RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS" • CONTRACTOR AGREES THAT IN ACCORDANCE WITH G ENERALL Y ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL.. 29,1' EIP 50 Cn V T\ON MUST CO � JNO UTILITY P/�OTFO GO�GROTO J 0 ;11 O O� BEFORE YOU DIGI CALL 811 N.C. ONE -CALL CENTER IT'S THE LAVN PROPOSED IMPERVIOUS CALCULATIONS: BUILDING: 0.092 ac. 04.84 PAVEMENT. 0.546 ac. 28.74 OPEN SPACE: 1.262 ac. 66.42 TOTAL SITE: 1.900 ac. 100.0 TOTAL IMPERVIOUS: 0.638 ac. - 33.58 PROJECT INFORMATION: SITE ADDRESS: 6137 & 6143 University Parkway EXISTING ZONING: HB-S (Highway Business -Special Use) EXISTING USES: VACANT & RESIDENTIAL PROPOSED USE: Motor Vehicle Repair and Maintenance MAP REFERENCE PARCELS 6829-22-9032 & PARCEL INFO: 6829-22-8156 3 spaces per service bay + 1 space per 575 sf GFA for parts sales + 1 space per tow truck PARKING 7 service bays x 3 = 21 spaces REQUIREMENTS: No parts sales or tow trucks 21 SPACES REQUIRED Bicycle Spaces are exempt 21 Standard Parking Spaces PARKING 2 Handicap Accessible Spaces PROVIDED: 23 TOTAL PARKING SPACES WATER & SANITARY SEWER (Public) INFRASTRUCTURE: PUBLIC STREETS: University Parkway APH HOLDINGS, LLC CURRENT OWNER: 108 Windrush Road Winston-Salem, NC 27106 TOTAL PARCEL AREA: 1.924 Acres RIGHT-OF-WAY DEDICATION: 0.024 Acres TOTAL SITE AREA: 1.900 Acres PROPOSED B.U.A. (Impervious): 0.638 Acres OF IMPERVIOUS AREA: 33.58 The property is not located in a Special Flood Hazard Area as determined by Federal Emergency Management Agency (North Carolina Flood Mapping) Panel No. 2710682900J, Dated: JANUARY 2, 2009. SURVEY INFORMATION. - BASE MAP INFORMATION FROM ALTA /NSPS LAND TITLE SURVEY BY KALE ENGINEERING P.C. OF WINSTON-SALEM, NC DATED NOVEMBER 4, 2021 North 20 0 20 40 60 SCALE: 1" = 20' Noel Dr >a c SITE 3 a Coral Dr \ Harmony St S� d I stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N.TRADE STREET, SUITE 200 WINSTON-SALEM, NC 27101 P:336.723.1067 F:336.723.1069 www.stimmelpa.com SEALS: NCBEES CERT. NO.: C-1347 \A CAR Oy//i •a SEAL ter= = 051253 - 08/22/22 i���OFR1 H' ?) \\�� PROJECT: z i �U 2 1:00 W Z Q>2 Z W L Q CL ' Z X� c0 0 (1) Cfl >z CLIENT: GARY HOWORKA EXPRESS OIL & TIRE 125 W. HANES MILL ROAD WINSTON-SALEM, NC P: 336-377-2690 E: ghoworka@expressoil.com DRAWN: KJB, AHB DATE: 06/01 /22 REVISIONS: 1 06-29-22 PERMIT REVIEW COMMENTS 2 07-07-22 SW REVIEW COMMENTS 3 07-18-22 EC REVIEW COMMENTS 4 08-22-22 ADS SYSTEM REVISIONS JOB. NO: 21-052 SHEET TITLE: SITE LAYOUT PLAN SCALE: AS NOTED SHEET NO.: C-2,0 @ STIMMEL ASSOCIATES, P.A.