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Home My WebLink AboutSDP200800057 Plan - Other (not approved) 2008-03-11DARDEN TOWE MEMORIAL j PARK I O G v SITE C O a S r Z EDGE v RICHMOND RD CSX TRANSPORTATION VICINITY MAP 1 2000' M J I Dc 1 n 6 EX. SITE PLAN 1 20' 20 10 0 20 40 60 i)rj Chi &v , &,y ?/S / 1 0l0n A M>.WATteytt PROJECT DESCRIPTION- THE PURPOSE OF THIS PROJECT IS FOR I,Uw 661 -. 1=' &1VgW>ZC l THE FACILIT CHANGE OF USE OF THE EXISTING BUILDING TO A STORAGE " rur *P4 Tit F. J. KEITH LICENSE NO 5 %m AL, NO. I DATE I BY i \ \ \I r EX. METAL BUILDING ' \ 9,055 SQ. FT. 12' BUILDING HEIGHT V FF477.00 V-1 bi OWNER Abo/ / / / 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: AX: (804) 784 -3669 CONTRACTOR T.B.A. EX. METAL B JILDING 5,000 S . FT. 12' BUILDING HEIGHT FF 472 50 REVISION SHEET 1111E PROJECT N0, EXISTING CONDITIONS D AS SHOWN 3 -11 -08 PROJECT WRAY PARTNERSHIP lot 18 - 2345 HUNTERS WAY DRAWN BY TF CHECKED BJK CHARLOTTESVILLE, VA Keith Engineering, Inc. DRAWING N0. PA „3 er, VACrozi . 23039 1548 804) 784 -3633 804) 784 -3669 FAX E —Moil: JKeith46200ao1.com L OF 1 I NEW 6'x7' 474— OH DOOR NEW CONC. PAD rn o AREA OF WORK / Q AREA OF WORK EX. METAL BUILDING / 9,055 SQ. FT. /7 r 12' BUILDING HEIGHT s / FF 477.00 / LOCATE CURB Q (1 \ \ NEW 8' OH DOOR o - \ r EVV HM c _D m , W/ STOOP FMS\ / / • lid / / / / / D . LIMITS OF / \ \ ` NEW 8'x8' OIH DOOR DISTURBANCE 1 b SVoPE Nbb/ NEW LONG DOCK/4' -0LOW FF )4P.00) AND NbN /Nb1 / -RENCH GWE TIED INTO DOWNSPOUT G / / REMOVE 50' OF CURB AND GUTTER/ 1 / / D ETA IL "A - SEE HtET3 EX. METAL BUILDING 5,000 SQ. FT. / 12' BUILDING HEIGHT FF 472.50 '% PR SED SITE PLAN N LAP 1" = 10' F. J. KEITH U LICENSE NO 10 5 0 10 20 40 , 510 v o S70NAL NO. I DATE I BY I REVISION SHEET TllE PROJECT NO. PROPOSED IMPROVEMENTS AS SHOWN DATE 3 PROJECT W R A Y PARTNERSHIP LOT 18 - 2345 HUNTERS WAY DRAWN BY BTFCHECKEO FJK CHARLOTTESVILLE, VA Keith Engineering, Inc. DRAWING NO, PV „3 er, VACrozi . 23039 1548 804) 784 -3633 804) 784 -3669 FAX E —Moil: JKeith46200aol.com 20F SHTS NEW CURB LEGEND CONCRETE or ASPHALT PAVING CONCRETE SIDEWALK BUILDING VARIES LINE 4" CONCRETE SLAB LIGHT BROOM FINISH CONTROL JOINST @ 1 " BFF 10' O.C., E.W. 4" #57 STONE SLOPE _ I" EXPANSION JOINT (CONTI EX CONIC C JRB Q? #00M COMPACTED NOTES i J #4 REBAR VERT j @ 32" OC MAX STD. CG-2 6" 12.12 MAX. GROUT CORE SOLID3/4" 4 CHAMFER COMPACTED NOTES i THUS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 1411" WIDE) CM STD. CG-2 6" 12.12 MAX.48 :1 MAX. 4 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE 12 PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE SUB -GRADE 473.50 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING Vw2 8" CIP PERMISSIBLE SLOPE 10 ;1 CONSTRUCTION JOINT MAXIMUM SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BEREQUIRED A -4.BE BARS ARE 70 BE N0.5 % e" PLACED )'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP WITH BUFFER STRIP) CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT o CONCRETE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN- PLACE. FYI NEW RETNIING L / FOR CURB /CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS SIDEWALK DETAIL DETAIL " A " 0) FINISH GRADE 3/4" = 1' -0" 6" 3500 PSI CONCRETE LIGHT BROOM FINISH) PROVIDE CONTROL JOINTS 10 FT O.C., E.W. IL2A 4 B' 8 1 CMOSSWXK A JOINT 7" WHERE STD.CG -3 OR CG-7 IS USED. NOTESTHUS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 1411" WIDE) REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR STD. CG-2 6" 12.12 MAX.48 :1 MAX. OR C• 6C CURB RAMP FLOOR TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 4 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE 20:1 PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE SECTION A-A FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 5 DOWELS, 8" LONG SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING 0 12" C•C PERMISSIBLE SLOPE 10 ;1 CONSTRUCTION JOINT MAXIMUM SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL rgd A —cJ TANGENT PLAN urossw,ex TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK wgfftl .m LIMITS OF EXPOSED AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPARMENTS. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP R " F `REFL R _CE ACCESS FOR MOBILITY IMPAIRMENTS) 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 44 a a 4 OO O -OC O O 6" 21 —A '0 0 0 STONE o ° o COMPACTED SUB —BASE CONCRETE PAVING DETAIL SM 9.5 ASPHALT 0 0 O -OC 6" 21 -A STONE COMPACTED SUB —BASE p o°o`- ASPHALT PAVING DETAIL NOTESTHUS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 1411" WIDE) wRSSwaK REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR CHECKED BY FJK ALTERATIONS. o CURB RAMP FLOOR TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 4 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 AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. Ip II MXMOZSwaK SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING II PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE REQUIRED A -4.BE BARS ARE 70 BE N0.5 % e" PLACED )'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP WITH BUFFER STRIP)FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER Yl, ". 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 CUTTER 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, I THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE ® WITHIN THE RIGHT CF 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 PLA JS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP R " F `REFL R _CE ACCESS FOR MOBILITY IMPAIRMENTS) 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 44 a a 4 OO O -OC O O 6" 21 —A '0 0 0 STONE o ° o COMPACTED SUB —BASE CONCRETE PAVING DETAIL SM 9.5 ASPHALT 0 0 O -OC 6" 21 -A STONE COMPACTED SUB —BASE p o°o`- ASPHALT PAVING DETAIL 12" 42 "h 1.5" Dia GALV STEEL GUARDRAIL )CONT) WITH POSTS @ 6 FT O.C. - PROVIDE 8" MIN POST EMBEDMENT ID CAP Z r2" SM 9.5 ASPHALT r6" #57 STONE a•.a a" 36 " \—(3)- #4 REBAR CONT. RETAINING WALL DETAIL SAFETY K/ 10 STEEL PIPE CONCRETES CONCRETE PIPE BOLLARD DETAIL NTS) F. J. KEITH LICENSE NO- 51 aW NO. DATE BY REVISION TYP. BUMPER BLOCK NTS a. 5' OC J MAX 4 REBAR 2' -6" TYP. TIE DOWN NTS r, SHEET TITLE DETAIL " A " LOT 18 PROJECT NO. GATE 3 -11 —OS PROJECT WRAY PARTNERSHIP LOT 18 — 2345 HUNTERS WAY d CHECKEDBY FJK d4 4 Keith Engineering, Inc. 12" 42 "h 1.5" Dia GALV STEEL GUARDRAIL )CONT) WITH POSTS @ 6 FT O.C. - PROVIDE 8" MIN POST EMBEDMENT ID CAP Z r2" SM 9.5 ASPHALT r6" #57 STONE a•.a a" 36 " \—(3)- #4 REBAR CONT. RETAINING WALL DETAIL SAFETY K/ 10 STEEL PIPE CONCRETES CONCRETE PIPE BOLLARD DETAIL NTS) F. J. KEITH LICENSE NO- 51 aW NO. DATE BY REVISION TYP. BUMPER BLOCK NTS a. 5' OC J MAX 4 REBAR 2' -6" TYP. TIE DOWN NTS r, SHEET TITLE DETAIL " A " LOT 18 PROJECT NO. SOALE AS SHOWN GATE 3 -11 —OS PROJECT WRAY PARTNERSHIP LOT 18 — 2345 HUNTERS WAY DRAWN BY CHECKEDBY FJK CHARLOTTESVILLE, VA DRAWING N0. Keith Engineering, Inc. P „3 Crozierer, , VAVA. 23039 1548 804) 784 -3633 804) 784 -3669 FAX E —Moil: JKeith4620®OOl.com OF SHTS