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HomeMy WebLinkAboutNCC223058_Site Plan or Location Map_20220829❑ SITE DESCRIPTION - r - R EASEM SITE DATA GENERAL SITE NOTES 01 TIE IN TO EXISTING CURB; MATCH GRADE A. THIS SITE PLAN CONTAINS EXISTING CURB, H. UNLESS OTHERWISE NOTED, ACCESS DRIVES 02 TIE IN TO EXISTING PAVEMENT; MATCH GRADE SIDEWALKS, PAVING, PARKING, STRIPING, ETC. ARE HEAVY DUTY ASPHALT, PARKING SPACES 03 STOP SIGN CONTRACTOR SHALL FIELD VERIFY QUANTITIES ARE MEDIUM DUTY ASPHALT, DRIVE THRU LANES AS APPLICABLE OF THE SITE WORK PRIOR TO ARE MEDIUM DUTY CONCRETE AND PARKING 04 STOP BAR CONSTRUCTION. SPACES FRONTING BUILDING ENTRY ARE MEDIUM 05 18" CURB AND GUTTER, TYP. B. ALL EXISTING WORK TO REMAIN UNLESS DUTY CONCRETE. PERVIOUS PAVERS SHALL BE OTHERWISE NOTED. USED WHERE NOTED. 06 5' CONCRETE SIDEWALK C. ALLOW MINIMUM 72 HOURS (3 WORKING DAYS) I. ALL HANDICAP SPACES ARE TO RECEIVE A 07 HEAVY DUTY ASPHALT PAVING BEFORE DIGGING. CONTRACTOR TO CONTACT HANDICAP SIGN AND SYMBOL PAINTED ON THE LOCAL UTILITIES PROTECTION SERVICE PRIOR TO ASPHALT. STALL(S) ADJACENT TO THE 8' FOOT 08 BOLLARD, TYP DIGGING. WIDE STRIPED AISLES ARE TO RECEIVE A "VAN 09 HANDICAP MARKING AND SIGNAGE (SEE DETAILS) D. PAVEMENT MARKING SHALL BE IN ACCORDANCE ACCESSIBLE" SIGN IN ADDITION TO THE ABOVE. WITH THE TYPE, COLOR, SIZE, AND LOCATIONS STRIPING TO BE BLUE. 10 TRUCK LOADING/UNLOADING AREA SHOWN ON THE PLANS. PAINT SHALL BE J. ALL SIGNAGE SHALL MEET THE CRITERIA OF THE JURISDICTION: BUNCOMBE COUNTY ZONING: CS (COMMERCIAL SERVICE DISTRICT) OVERLAY DISTRICTS: PROTECTED RIDGE AND STEEP SLOPE OVERLAY DISTRICT TAX MAP REFERENCE: 9626794164 (2.84 ACRES) PROPOSED BUILDING SIZE: 48,070 SF PARKING REQUIRED: 1 SPACE/ROOM + 1 SPACE/5 EMPLOYEES 108 SPACES + 4/5 SPACES = 109 SPACES (ADDITIONAL REQUIREMENTS FOR RESTAURANTS, MEETING ROOMS, AND RELATED FACILITIES) 11 DIAGONALLY STRIPED AREA (4" WHITE STRIPE @45° & 2' O.C.) SUPPLIED IN ACCORDANCE WITH AASHTO: M248 NORTH CAROLINA DEPARTMENT OF PARKING PROVIDED: PROPOSED: 112 SPACES (6 HC) LATEST EDITION. COLOR SHALL BE AS FOLLOWS: TRANSPORTATION AND MANUAL ON UNIFORM 12 EXISTING SIDEWALK (YELLOW - LOADING ZONES, PARKING ISLANDS, TRAFFIC CONTROL DEVICES. 13 EXISTING ACCESSIBLE CURB RAMP NO PARKING ZONES AND FIRE LANES), (WHITE - K. THE EARTHWORK FOR ALL BUILDING YARD SETBACKS: FRONT: 10' PARKING SPACES, STOP BARS, PEDESTRIAN FOUNDATIONS AND SLABS SHALL BE INSIDE: 10' 14 EXISTING CROSSWALK CROSSINGS, LANE DEMARCATIONS, DIRECTIONAL ACCORDANCE WITH ARCHITECTURAL BUILDING REAR: 10' 15 4" WHITE PARKING STALL STRIPE PER CLIENT SPECS. ARROWS AND LETTERING), (BLUE - HANDICAP PLANS AND SPECIFICATIONS AND GEOTECH PARKING STALLS AND SYMBOLS) REPORT. BUFFERS: SIDE (NORTH): 20' 16 PROPOSED SIGN (DESIGN BY OTHERS) E. CONTRACTOR TO VERIFY EXISTING GRADES AND L. THE CONTRACTOR IS RESPONSIBLE FOR 17 DIRECTIONAL ARROWS (TYP.) CONFIRM 2% MAXIMUM SLOPE PRIOR TO REPAIRING DAMAGE TO ANY EXISTING ITEM IMPERVIOUS AREA: EXISTING: 1.5% (1,875 SF, 0.04 AC) RELOCATING AND RE -STRIPING THE HANDICAP DURING CONSTRUCTION SUCH AS, BUT NOT PROPOSED: 55.6% (64,779 SF, 1.49 AC) 18 WHEEL STOPS (TYP.) ACCESSIBLE PARKING STALLS. LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, 19 ADA CURB RAMP WITH DETECTABLE WARNING STRIP (TYP.) F. DEMOLITION OF EXISTING PAVEMENT IS A PART STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL OF THIS CONSTRUCTION PACKAGE. THE TO OR BETTER THAN EXISTING CONDITIONS. THE 20 SITE LIGHTING; REFERENCE PHOTOMETRIC PLAN (BY OTHERS) CONTRACTOR SHALL HAVE ALL EXISTING CONTRACTOR IS RESPONSIBLE TO DOCUMENT NOTE: CONTRACTOR SHALL OBTAIN COPY OF EASEMEN' 21 SIDEWALK FLUSH WITH PAVEMENT UTILITIES TO BUILDING MARKED PRIOR TO THE ALL EXISTING DAMAGE AND NOTIFY DOCUMENTS AND DRIVEWAY ENCROACHMENT PERMITS START OF CONSTRUCTION. CONSTRUCTION MANAGER PRIOR TO PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC 22 STANDARD DUTY ASPHALT PAVING \3G G. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, CONSTRUCTION START. 0 RIGHT-OF-WAY OR ON ADJACENT PROPERTY. 23 OUTDOOR PATIO AREA ARE TO FACE OF CURB, OUTSIDE FACE OF M. STRIPED AREAS TO BE PAINTED AT 45 ANGLE W/ BUILDING (BLOCK), OR CENTERLINE OF PARKING 6" WIDE STRIPE AT 24" ON CENTER. 2 COATS MIN, 24 LANDSCAPED AREA BAY- UNLESS OTHERWISE NOTED. REFER TO WHITE. N/F 25 DUMPSTER ENCLOSURE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL ENTRY/EXIT PORCHES AND PRECISE ASHEVILLE BUNCOMBE pgCCM 26 5 CROSSWALK BUILDING DIMENSIONS. CHRIS�AN MIN A TMS # 962679641500000 27 WALL MOUNTED HANDICAP SIGNAGE (PER ADA AND LOCAL „ EIP 1 p.B• 5351 15 STANDARDS) FLAT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AXLE -� ------------------- N/F S82° 15' 11 "E 353.41' RETAINING WALL "A" _ JOSEPH PAYNE I - (FILL WALL)- �I 24 LENGTH: ±350 LF- - 10' S ❑ AREA: ±3380 SF 2679227600000 I D 9 p,g° 1015-0155 w I of "I� oO I 13 22 22 \ 50 LF OF GUARDRAIL \ \ EIP ((TO BE PLACED ON TOP OF RETAINING WALL) EQUIRED WHERE VEHICULAR TRAFFIC WILL z I R2.0' 9.0' R4.0' Ln \ EIP M AG REF BE WITHIN 10 FEET OF THE EDGE OF THE TOP NAIL 5/8" REBAR LEVEL OF THE RETAINING WALL) I I 22 15 \ WITCH CAP Lir Ji I N "HOLMS" @ 22.1 -� WITH CAP o5 REBAR R2.5' 3 51 5.0' S82° 15' 10"E 215.93' "HPLMS ASSOC" I I I R5.5' - 22 I I 10' SETBACK ao O 22 22 24.0' 8.0, 7.0' g5 1 00 �LI, 'o. i dOlS R34.0' R5.5'- 6, 04 o T-D 24 N R20.0' R30.0' R10.0' 04 0 05 O �LIN N EIP OLD 04 R2.0' R10. ' �.`c� r R3.0' 9.01 R25.0' CONTROL 02 STOP 18.0' _ 20' BUFFER �- ROCKY RIDGE ROAD ROW (8.5' - o FROM ROAD CENTER LINE) (RE: SURVEY, PLAT 201/78, AND DEED 1890/475) 03 3' X 17' ROAD CUT WITH 25' PAVEMENT \ OVERLAY ON BOTH SIDES TO INSTALL 6" DIP WATER SERVICE LINE UNDER ROAD 03 (RE: SITE DETAILS FOR PAVEMENT SPECS AND DETAILS) \ � 05 R2.0' o R20.0 a' 22 O2 R2.0 0� 18.0' 30.0' �0i9; 16zzzz R10.0' \ RETAINING WALL "C" � l7T-W LENGTH: ±250 } EIP Qs, �� AREA: ±2300 SF M AG N AIL 'FO 133.32' � N 78 ° 55' 32„W \� of , OE \ CKY RIDGE -ROA EIP °f of , 17' O ROAD M AG C (S °R. 34 N AIL Ivi n- N AIL \ R4.0' J O �I L5 EIP M AG NAIL � EIP 5/8„ REBAR WITH CAP ii,w ►TCHINSON ASSOC" 0 c6 L4 EIP REBAR 9_0' .2.5' n .5' R3 EXTENDED STAY HOTEL 108 ROOMS 48,070 SF (TOTAL - 4 FLOORS) -R25.0 u R25.0' / 01 R2.01 09 07 9.0' cc6 O 22 282 LF OF 4' TALL CHAINLIq (TO BE PLACED ON TOP O MedVet Asheville i n �F�ed Anderson To ota�of:Ashevllle�. � l,ruweu ran ns Cpmpos• Y, SITE a - LOCATION Ru.g & LJ Home Keans NDB � Rd"g s1- I IM 357 Petco rssss 1i) �pellvery 4 RV Truck Auto deri s Cloud vent Center Dillard's Clearance Center Asheville outlets 1p ` EXISTING -y Harhor inn Sportsman's Ware'cuse Seafood AShevi lie nu[daorspads store Stone Ridge TavernQ V ' D °IOBo/l /per 191 tl , d� Google LOCATION MAP (1" = 20001 LEGEND d °.a d' A. . e . 9 . e. DESCRIPTION 1 1\ V I L I\ 1 1 L 11 V L 18" CONCRETE CURB & GUTTER STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE EIP 119 FLAT AXLE ------ K - - R2'5' 1.9.0'. R2.5 R5.5' 0 11 26 N 17 L3 �� „w. ­'�N F OM OM, I�LC I Q0 .US # 96267858 4500000- J p•g, 3280 p.g• 64-157 EIP � M AG \� I R5.0' I 22 I R5.5' 24.0' 22 18.0' PROPOSED DUMPSTER PAD AREA OlS 04 A. • �. a 25. I e ° . ° .., .a R10.0' a .e n I Ln IN R4.0' IQ Y 05 00 w 07 to 0) I� 00 U) 18.0' 09 18 27 19 11 I O NTE PRISES, GE E 25.0 C. ims # 22 96267J00 0 0 0 3 3 76-0197 22 I �•B° 8.0' 8.0' 5.0 N 9.0' EIP MA NA L co MOO- RETAINING WALL "B" (CUT WALL) LENGTH: ±103 LF AREA: ±490 SF R10.0' I 15 R5.0' I IEIP 5R8W REBAR CAP " HPLMS ASSOC" EIP 5/g„ WITH CAP REBAR N84° 17' 18"W 194.61' L2 °'HPLMS ASSOC" F EIP " � tl N� 5/ 8I OM SHkNTL_OM, LLC REBAF' ,.r11�1U rAP TMS # 9626,786913185000000 "H P L p.g. 438 0 20 40 60 P. 64-157 SCALE: 1 " = 20' z w Z 2 2 O0 U Fn LL�L/J i 0 W 1 i U) . . .���♦�N.CgpRp.-%00 < •'y .. ? S AL 0 886 0 0 0 (n o tr i to ��( Cn A 4 w� w O V O w r lu' U) }0(D w Q�T� O Y a U) 2 N c0 � O 1 W