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Home My WebLink AboutSDP200800057 Plan - Approved 2008-07-09SITE VICINITY MA i Nb BUILDIN n \A /N i F- Q WRAY PARTNERSHIP 2345 HUNTERS WAY CHARLOTTESVILLE, VA 22911 CONTACT: JEFF WRAY PH: (434) 296 - 0565 FAX: (434) 296 -8477 ENGINEER KEITH ENGINEERING, INC. P.O. BOX 113 CROZIER, VIRGINIA 23039 CONTACT: JEFF KEITH PH: (804) 784 - 3633 FAX: (804) 784 -3669 rr)NI TQ A nTnQ EX. METAL B 5,000 SC 12' BUILDINC FF 472 EX SITE PLAN zo• PAR -<ING SCHEDULE 20 MODIFIED FROM AM SDP -97 -22 BUIL O KE FFT7 WQH SE SOT'pFT OFFKE 809(/2O0 WAREHOUSE i EMP. 12 TOTAL REO'D LOT I8 BLDG 4,5 LOT 17 BULD 6,7,8 4 0 0 0 2 2 5 5055 0 9055 36 0 50 54 6 OOO 7000 12000 ZO 2 2Z 7 2200 5600 1 8800 9 2 11 8 1 500 3800 5000 5 2 7 40 PROVIDED TOTAL PARKING SAPCES 46 76 FUTURE PARKING AVAILABLE 9 z6 PROJECT DESCRIPTION- THE PURPOSE OF THIS PROJECT IS FOR THE CHANGE OF USE OF THE EXISTING BUILDING TO A STORAGE FACILITY. PROPOSEDZ 3'0 "x7'0" HM O DOOR AREA OF WORK 1 AREA OF WORK BUILDING #5 EX. 9 05 SO. FT. Z CUT &WALK M BUILDING / 5 RELOCATE CURB r 12' BUILDING HEIGHT FF 477.00o° 1 0 PROPOSED 00• ` D , 8' OH DOOR TYP PARKING D — 476 PROPOSED SPACE ,D b , „ . 3'0"x7'0 "HM EXT. DOOR / W/ STOOP D JI S \ 1 LIMITS OF \ `— PROPOSED DISTURBANCE / ` 8'x8' OH DOOR 2 EXISTING \ b / Ab HC SPACES Srj r 10 NEW LONG DOCK4' -0%StLOW FF (V3.00) AND Arb DRENCH GWE TIED INTO DOWWOUT Iy / RE MOVE 50' OF COft AND GU7R -I j / - Ab0 DETAIL " All / SEE SET 3 / 015 ING #4 AL BUILDING 0 SO. FT. ING HEIGHT 472.50 / i srlr.r nnE PROJECT NO o P R 0 P 0 S E D SCALEPRSEDSITEPLANoyIMPROEMENTSDATE3SHOWN r M 10' MtOJECT SITETE P iDRAWN BYI J LAN AMENDMENT FOR BTFF. J. KEITH WRAY BUILDING #5 CONVERSION JUHECKED BY LICENSE NO LOT 18 - 2345 HUNTERS WAY FJK 10 0 5 CHARLOTTESVILLE, VA I5102040 . / DRAWING NO 3 5 24 08 Keith Engineering, Inc. _ JK REV BUILDING NUMBER P.O.Box 113 23039 1 a25/20/08 Crozier VAJKREVPERCOUNTYCOMMENTS ! 8804) 784 -3633 BUILDING LINE 1 " EXPANSION JOINT (CONT) 4" CONCRETE SLAB LIGHT BROOM FINISH CONTROL JOINST @ 10' O.C., E.W. STONE COMPACTED SUB -GRADE SIDEWALK DETAIL CG• 12A 0 7" WHERE STD. CG -3 OR CG•7 IS USED. 6' 0' 4 , - 0 " STD. CG -2 ® 6" OR CG-6 12.11 MAX. 4$:1 MAX. 8' 20: 1 AX. f 3 SECTION A -A A -•rt- 5 DOWELS, 8" LONG a 5'•0" MIN 3'-0" S'•0" MIN 12^ C -C SLOPE 10:1 PERMISSIBLE MIN. PERMISSIBLE MAXIMUM CONSTRUCTION JOINT CONSTRUCTION JOINT B SECTION B-13 N off LIMITS OF EXPOSED AGGREGATE SIDEWALK 77 - - A 8 ® ROUTE ISSTABLDEFINEDIRMAND C A - - I TANGENT PLAN PATet CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES claswAU a. uwuwKK •• THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48 WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FO ! ALTERATIONS. pp CURB RAMP FLOOR TO BE CLASS A -3 CONCRETE (CLASS A -4 P PRECAST) WITH SLIP RESISTANT INTEGRA U DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE), THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGAT_ FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. I ClrosswAixll II Mos"Axif SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USINGiPERMISSIBLECONSTRUCTIONJOINTWITHREQUIREDBARS. TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A -4. WITHIN CROSSWALK (WITH BUFFER STRIP) FLOOREMIDDEPTHH OF RAMP F MINIMUM COVER f /iER AIDING BOTH SIDES OF TIC RAMP CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN- PLACE. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER, WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE Z WITHIN THE RIGHT (f WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PL NS DIAGON VARIATION OR AS DIRECTED BY IME ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT, PERPENDICULAR CURB RAMP FEIIEK 'MIEf[11E11C1 ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 f'K CONIC CURB D NEW CURB BUMPER BLOCK- Ira f 4 Y NEW HM EXT. DOOR W/ 7 "h 4ft x 4ft STOOP TIC 475.75 LIMITS OF PIPE --- pp' NEW 8'x8' OH DOOR i DISTURBANCE BOLLARD \ 2g• ` N SCH40 C- TIE OWNSPgVT---' /Abb/ I E Arb2l / EW LOA6ING DOCK 4' -O'- FF (y3-00) AND kb' DRENCH GWE TIED INTO DOWN'OUT REMOVE 50' OF C AND GUTTER-—- / NEW CONCRE ffAINING W b0 TOP O BOTH WALLS6.00 TP 474. - 7v 473.50 - TW 474M i T1t`NEW RET 11'dING WALL INTO EVS7 CG6. / MADE SAME HEIC14TAS T OF CG6. - DETAIL "A" 1"=10' 10 5 0 CONCRETE PAVING DETAIL 2" SM 9.5 ASPHALT 50 - 0 - O 6 „ 1_ x 0 C, 2 0 0 STONE o1f = — Z - T T TTT —T_I T-_1_.1 f__ T I _ T1I COMPACTED SUB -BASE ASPHALT PAVING DETAIL y2 BUILDING HEIGHT NEwa FF 477.00 DOOR 10 20 40 N LEGEND CONCRETE or ASPHALT PAVING CONCRETE SIDEWALK N N I #4 REBAR VERT @ 32" OC MAX GROUT CORE SOLID 3/4" CHAMFER TYP), 12" CMU a. oruj 8" CIP j CONCRETE TYP FINISH GRADE 6` 42 "h 1.5" Dia GALV STEEL GUARDRAIL (CONY) WITH POSTS @ 6 FT O.C. - PROVIDE 8" MIN POST EMBEDMENT LID CAP Z_ 2" SM 9.5 ASPHALT j r-6" #57 STONE COMPACTED SUB -GRADE 1 % PVC DRAIN @ 10 i #57 STONE BACKFILL 36 " (3)- #4 REBAR CONT. RETAINING WALL DETAIL 3 /4" _ 1 '-0" SAFETY W 40 STEEL PIPE CONCRETE) CONCRETE PPE BOLLARD DETAL N TS) O F. J. KITH LICEhI" j.- , IU,, A4.e j 0 1> !! " --/ \I TYP. BUMPER BLOCK NITS 5' OC MAX 4 REBAR 2'-6" TYP. TIE DOWN NTS 1 5/19/08 JK REV PER COUNTY COMMENTS NO. DATE BY REVISION 7/ IJ oB SHEET TITLE DETAIL " A " PROJECT NO LOT 18 SCALE AS SHOWN DATE 3 -1 1- 08 DRAWN BY PROJECT SITE PLAN AMENDMENT FORWRAYBUILDING #5 CONVERSION BTF CHECKED B LOT 18 - 2345 HUNTERS WAY FJK CHARLOTTESVILLE, VA Keith Engineering, Inc. DRAWING NO P.0.6 °x 113 Crozier, VA. 23039 1 4804) 784 -3633 804) 784 -3669 FAX I E –Mail: JKeith46200ao1.c0m 3 OF SHTS O6" 3500 PSI CONCRETE LIGHT BROOM FINISH) PROVIDE CONTROL JOINTS 10 FT O.C., E.W.