Loading...
HomeMy WebLinkAboutSDP201900019 Plan - Submittal (First) Initial Site Plan 2019-03-251193 & 1205 Crozet Avenue Initial Site Plan J \ T6t sq� SITE Py i `4 VE' / VICINITY MAP SCALE: 1''=200' SITE DATA: OWNER/DEVELOPER: MICHAEL ALEXANDER 2109 MORRIS RD. CHARLOTTESVILLE, VA 22903 T.M. 56A2-1 PARCELS 20 & 20A TOTAL SITE AREA: 0.358 ACRES ZONING: DCD (DOWNTOWN CROZET DISTRICT) MAGISTERIAL DISTRICT: WHITE HALL BUILDINGS: 1193: 1,833 S.F., (EXISTING, NO CHANGE) 1205: 2,978 S.F., (EXISTING, NO CHANGE) —NEW 1,310 S.F. COVERED PORCH —REPLACE STAIRS AND ADA ACCESS BUBLDING HEIGHT: 1193 HEIGHT:14'-6" (EXISTING, NO CHANGE) 1205 HEIGHT:15'-6" (EXISTING, NO CHANGE) BOTH BUILDINGS WERE ESTABLISHED PRIOR TO JUNE 11, 2008. SECTION 20B.3 BUILDING HEIGHT AND AREA REQUIREMENTS DO NOT APPLY. SETBACKS: FRONT: 1 FT. SIDE: 0 FT. SIDE FROM ACCESSWAY: 3 FT. REAR: 0 FT. USE: 1193 — DOCTOR'S OFFICE (CURRENT USE) 1205 — NEW RESTAURANT USE PARKING: (1 PER 1,000 NET FLOOR AREA) 1193 — 80% OF 1,833 SF = 1,466 SF 2 PARKING SPACES REQUIRED 4 PROVIDED 1205 — 80% OF 2,978 SF = 2,382 SF 3 PARKING SPACES REQUIRED 3 PROVIDED WATER/SANITARY SEWER: EXISTING ACSA CONNECTIONS PROJECTED USAGE: 9,575 GALLON PER MONTH, BASED ON WATER BILLS FROM CROZET PIZZA, WHICH IS OF SIMILAR SIZE. EXISTING IMPERVIOUS AREA: 13,296 S.F. (0.305 ACRES) NEW IMPERVIOUS AREA: 13,016 S.F. (0.299 ACRES) DECREASE IN IMP. AREA: 280 S.F. (0.006 ACRES) DISTURBED AREA: 3,650 S.F. (0.083 ACRES) LIGHTING: NO OUTDOOR LIGHTING EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS IS PLANNED FOR THIS PROJECT. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF G) FOOT CANDLE. ALL PROPOSED OUTDOOR LIGHT FIXTURES ARE LOCATED IN THE PORCH ROOF CEILINGS, WHICH PROVIDES FULL CUTOFF CONDITIONS. HVAC EQUIPMENT: CONDENSOR UNITS SHALL BE PLACED ON THE REAR LOADING DOCK ROOF WHICH IS LOWER THAN THE MAIN BUILDING, THUS SCREENED FROM THE ENTRANCE CORRIDOR. PLAN PREPARED BY: B, CLARK GATHRIGHT, P.E. 100 10TH ST NE SUITE 200 CHARLOTTESVILLE, VA 22902 SOURCE OF TOPOGRAPHY: LINCOLN SURVEYING — JAN, 8, 2019 DATUM REFERENCE FOR ELEVATION: NAVD88 SEE SHEET C-1.0 FOR BENCHMARK LOCATION DRAWING INDEX 1 T-1.0 TITLE SHEET 2 C-1.0 EXISTING CONDITIONS 3 C-1.1 DEMOLITION PLAN 4 C-1.2 SITE PLAN 5 L-1.0 LANDSCAPE PLAN 6 C-2.0 DETAILS E 0 c) m = CN C°*j :3 ..� C �. (5 Q:� C Cu Ij 1-- 00 00 Cu c < CD V— \� H op �f C� B. CIARK uATHRIGHT -17 �y ZONAL cz N 1— L_ 0 -> L CD 0 CN 0 ' E; 4__ cz �CU t!3 X EL ELJ LLJ CL 0—+ J co I— REVISIONS: DATE: O-5-1 DRAWING NUMBER.: T-1.0 SHEET 1 OF E 0 CNJ C tf L LLJ 00 CO 00 _H op s C7 B. CLARK CATHRIGHT n i ,�s,IONAL (3) 4—� N < 0 4- L— 0 ->' C) 0 CN 06 �1- T— m C) =}= 2E Lli REVISIONS: DATE: 03-25-19 NUMBER: C-1 el SHEET 3 OF 6 7- COC- PAVER FLUSH MEDIAN �. I l LANE STRIPING OD l t I l 1 PLANTER NEW CG-2 CURB & CONCRETE SIDEWALK. MATCH TO EXISTING CONTROL JOINTS a x --� �¢ � LANE STRIPING � <1 F IL z 0 �. cam.) cam.) \ ) � � 1 � ` 1 S ¢[ LP , 1 PLANTER 8" CMU PLANTER I / - r' NEW H _ EXCIWrt WALL W. STUCCO BLOCK WALL l --~r- `-- =-, - _HH� ` FINISH I --- NEW STEPS 16.84' 1 FRONT SETBAC o CONC. . I l t it ') t \ o APPROX. 195' t TO LIBRARY AVE, EXISTING CG-12 ,r cSw , r' ` CURB -CUT / +LP f` / HH wm Rfi 0 NEW CG-12 TYPE A NEW CONC. STEPS TWO 6" RISERS W/ 24" TREADS ! I TW:7105.5 PLANTER NEW CONCRETE EXISTING FLUSH W/ FLAGSTONE ASPHALT ) O 4' 30.33 NEW 42" 0 GUARD I r ❑ L RAILING NEW PORCHREPAIR CONCRETE CURB TO MATCH EXISTING � � PIPE LOWNSPOUT �� .,\ ! RE -STRIPE ADA SPACE 0 45' TO GRADE 14' ONE-WAY y DSpCO /\ TRAVEL AISLE 11.70 44 15.2 f RELOCATE ADA SIGN `'L �• �S" ` (J SLATE MH: 60" MIN. FROM "' GROUND SURFACE TO ! BOTTOM OF SIGN I- 3' ACCESSWAY SIDE SETBACK t l l i l EXISTING 1 J a ASPHALT 1--STORY BUILDING o END PLAN ERI WALL 4" Bpp ��° SLUSH j CURB ioq.ao_jj II _ �� C < c? 0� o NEW PROPANE TANK(S) LOCATION & ENCLOSURE. II // 2' WIDE CONCRETE t SH PAD TANK SIZE AND QUANTITY PER PROPANE SUPPLIER. I t W/ FLARED EDGES, S OPED TO n I I TOP OF C RB, TYP. z EXISTING 1 -STORY BUILDING i I '`I m Ld < i ! r 31 ! I a ( f I ! 1 1 I if �I `_ ❑ > �- 1 ( 1 �f - ALA r'•1 PIPE TO GRADE AT BASE v ( ! / S OF WALKWAY WALL > 1 1 i J i NEW STRIPING R20' 1 1 i 1'r i 3 o -+~' DS 24" SLOT DRAIN BELOW STEP J ASPHALT / ^O NEW ADA SIGN EL GRAV 1 ( � / 4 - -- - % ! 710.2 I MH: 60" MIN. FROM 1 1 COVERED I GROUND SURFACE TO l 24' d ENTRY BOTTOM OF SIGN zz o-1 RISER EM I .ol v¢ ( o CP --I in TC: 711.35 ti TC:708.5 - _8' TYP. ('- 709.6 - - - ROOF O'✓ RH�ttVG w 3 z / f �W 1 P t 1 t / LANDSCAPE BED 7 .54 o<� EMSs i �P , a� jTP 1 °- VE.PCQ EASEMENT --' H� ( 09 4 TC:711. §~ `. D.B. 3797 P. 721 t 1 _ R5, NEW SPHALT FLUSH - - - • � 9.50' 4 .45 I + f f TC:709.5 1 7(M35.34 I ( NEW SIGN: "ONE-WAY EXTEND STOP BAR R6' / I i HH ) DO NOT ENTER %` ASPHALT I HH HH I LF LP SITE PLAN SCALE: 1" = 10-0" NEW ASPHALT SIDEWALK NEW ENCLOSURE FOR 42"x72" ROLL -OUT DUMPSTERS AND GREASE STORAGE. 4" CONCRETE SLAB W/ ENCLOSURE AS APPROVED BY COUNTY ARB LEGEND: AC = AIR CONDITIONER BPP = BLACK PLASTIC PIPE CO = CLEAN OUT CP = COMMUNICATION PEDESTAL CM = CREPE MYRTLE CSW = CONCRETE SIDEWALK DW = DOGWOOD DH = DRILL HOLE EM = ELECTRIC METER EMH = ELECTRIC MANHOLE HH = HAND HOLD HDPE = HIGH DENSITY POLYETHYLENE IF = IRON FOUND LP = LIGHT POLE MAP = MAPLE MNS = MAG NAIL SET MNF = MAG NAIL FOUND PTV = PROPANE TANK VALVE RCP = REINFORCED CONCRETE PIPE S = SIGN SSMH = SANITARY MANHOLE SDMH = STORM DRAIN MANHOLE TC = TOP OF CURB TR = TRANSFORMER TP = TELEVISION PEDESTAL TW = TOP OF WALL WM = WATER METER WV = WATER VALVE +580.50 = SPOT ELEVATION 12TREE30 = 12" TREE 30' CROWN SPREAD TELEPHONE LINE - r r r r CO�C. PAVER FLUSH MEDIAN 1 LANE STRIPING I r I I f l l f I I I I I I I EM E ' I i I 1 if �- � GRAVEL-, Tm EASEMENT - 97 P. 721 rl I II 705.34 1 I EXISTING CREPE MYRTLES LIRIOPI BED HH I 1 HH 1 / r' LANE STR(P(NG �, \ 1 �1 n B / 1 ASPHALT HH , LANDSCAPING SCHEDULE �n SYMBOL PLANTIN SIZE QUANTITY 10 YEAR COVERAGE TOTAL COVERAGE TYPE WILLOW OAK QUERCUS PHELLOS QP 1.75" C 1 370 370 SHADE AUTUMN BLAZE MAPLE AF 1.75" C 1 397 397 SHADE ACER X FREEMANII CRAPE MYRTLE LJ 6' 1 _ — ORNAMENTAL LAGERSTROEMIA INDICA HOLLY, SKY PENCIL IC 2.5" C 12 — — ORNAMENTAL ILEX CRENATA INKBERRY IG 2' 4 - - SCREENING SHRUB ILEX GLABRA ENGLISH YEW TB 4.5' 3 — — SCREENING SHRUB TAXUS BACCATA Dw LIRIOPI LM #1 100 LIRIOPI MUSCARI 18" O.C. fro "BIG BLUE" 00 LEGEND: AC = AIR CONDITIONER BPP = BLACK PLASTIC PIPE CO = CLEAN OUT CP = COMMUNICATION PEDESTAL CM = CREPE MYRTLE CSW = CONCRETE SIDEWALK DW = DOGWOOD DH = DRILL HOLE EM = ELECTRIC METER EMH = ELECTRIC MANHOLE HH = HAND HOLD HDPE = HIGH DENSITY POLYETHYLENE IF = IRON FOUND LP = LIGHT POLE MAP = MAPLE MNS = MAG NAIL SET MNF = MAG NAIL FOUND PTV = PROPANE TANK VALVE RCP = REINFORCED CONCRETE PIPE S = SIGN SSMH = SANITARY MANHOLE SDMH = STORM DRAIN MANHOLE_ TC = TOP OF CURB TR = TRANSFORMER TP = TELEVISION PEDESTAL TW = TOP OF WALL WM = WATER METER WV = WATER VALVE +580.50 = SPOT ELEVATION 12TREE30 = 12" TREE 30' CROWN SPREAD TELEPHONE LINE -r T T r ELECTRIC LINE _ SEWER LINE S COMMUNICATION LINE WATERLINE W STORM DRAINAGE LINE M CONTOUR LINE — 0 12"Wx18"H C'�ONE-WAY DO NOT ENTER SIGN -2,0SCALE: NONE 2016 ROAD & BRIDGE STANDARDS CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES- 2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL, 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWER_ BARS SO THAT .ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER, PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REOUIREO BARS ARE TO BE NO-5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2"- 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7, 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 ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC:) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING, - HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMlARi7FD FOR EACH CURB CUT RAMP. SIDEWALK —RAMP 12:1 MAX 48:1 MAX t � 4' —10:1 MAX TYPE A PERPENDICULAR MIN u;.� • rat 12;1 MAX TYPE B PARALLEL 4` MIN II A�XX " HIGHERPAVEMENT THAN EPAVEMENT .SAME AS TOP OF CURB 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF _ � CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6� 2.4�-C , b G WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 �00 -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCHTHE BACK OF CURB. 6 o o 0 0 0 0 0 0 I O O U 0 0 0 0 0 0 0 0 0 El c 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0o LANDING RAMP L s -j ��,! a a0000O000aoaaao N 7. ru O a 0 a o 0 0 0 0 0 0 0 0 0 a I o O o 0 0 o O o 0 a o 0 o a o 50/.-65/. OF BASE DIAMETER a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i N TOP DIAMETER DETECT ABLE WARNIN '- — AT BACK OF CURB �` 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12.E 'BASE DIAlti4ETER tt PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL SPECIFICATION XV©OT CC-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF 'TRANSPORTATION 502 VDOT CG-12 TYPE A DETAILS SCALE: NONE A PERMISSIBLE CONSTRUCTION VARIES, SEE SITE PLAN 4" CLASS A 3,500 PSI CONCRETE SIDEWALK W/ WWF REINFORCEMENT VDOT CG-2 CURB & BROOM FINISH SEE PLAN FOR LOCATIONSLo MATCH EXISTING SLOPE IF SM-9.5A ASPHALT PATCH TO & JOINT PATTERNS DEPTH OF EXISTING PAVEMENT 7.o ;.„, b 6„ 18, 4" VDOT #21 A%i //X/ 2 TYP. SIDEWALK DETAIL -2,0SCALE: NONE 2016 ROAD & BRIDGE STANDARDS LONG � 12 C-C �J -- ----- TRUNCATE DOME SEE SHEET 1 OF 5 A FOR DETAILS 8'-C" Min. 4'-0" Min, 12:1 MAX. 480 MAX. BACK OF CURB—., 20: 1 z MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. TYPICAL DESIGN TYPE A WITH BUFFER STRIP CG-12 v v A 4' SQUARE LANDING A 4' SQUARE LANDING - AREA OUTSIDE OF TRAVELWAY SHALL AREA OUTSIDE OF 7 TRAVELWAY SHALL FpI BE PROVIDED WITHIN ' L THE MARKED BE PROVIDED WITHIN J THE MARKEDIi 0') G V) CROSSWALK AREA. V) CROSSWALK AREA. � lIII CA Nc M7� � Q F= u V) CROSSWALK CROSSWALK 0 IT�I U TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION CROSSWALK � C OSSWALK AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE CG--12 DETECTABLE WARNING SURFACE XVDOT ROAD AND BRIDGE STANDARDS 705 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE I SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 2016 ROAD & BRIDGE STANDARDS P.T 2x6 CAP DARK SOLID BASE STAIN (PER ARB APPROVAL) P.T 2x4 HORIZ., TYP. OF 3 P.T 1x6 VERT., NO GAPS DARK SOLID BASE STAIN P.T 4x4 POST, 8' MAX. SPACING GRADE 43 FENCE DETAIL -2. SCALE: NONE • -�ls ::111111 - it -If MOTES= 1. THIS ITEM MAY BE PRECASIF OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A:3 IF CAST IN PLACE, 4400 PSI IF PRECAST. 2" R 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4, THE DEPTH OF CURB MAY ISE REDUCED AS MUCH sp ' AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM DA , ' >a , Ea OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. b NO ADJUSirMENT IN THE PRICE BID IS TO BE MADE W FOR A DECREASE OR AN INICREASE IN DEPTH, f z p ' •' SURFACE CG-2 IS TO BE USED ON RIOADWAYS MEETING 5' THE REQUIREMENTS FOR CG.-6 AS SHOWN IN w tc9 APPENDIX A OF THE VDOT IROAD DESIGN MANUAL, (n IN THE SECTION ON GS URBAN STANDARDS. n • ' n pb' `• p.p � P BASE pa - aQ p.P n p:a, n p 2" RADIUS SUBBASE a� . 8" 'a. p.; p. SURFACE g in-aa' p BASE AdY au '^ a�P b 6„ ACCEPTABLE ALTERNATIVE' IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT CG­2 DETAIL SCALE: NONE CG-2 XVOO I ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 E 0 c*_j CN CN Z3� J 2 :-' LL] __j >_ —1--�' t't ui C/) 00 C/) I— 0 rcr0 LTH op c E CLAP% GATHRIGHT Lic. No. 0 -30, IONAL 1 0 - L 046 0 X EL cz A� � T ajs CL � `_' Lu REVISIONS: DATE: 03-25-1 DRAWING NUMBER: C-2*u SHEET 6 OF 6