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HomeMy WebLinkAboutSDP202100002 Plan - Submittal (First) 2020-12-31-- -- - - - ------ - - - - -- - __ / 610--- / / J __ _ .. -_ - -._ `ate` __ _ __________ LLL i / l Y / / __ .. `tip -- - / _ _ / / / ALB EMARLE COUNTY -' CLIENT - ,/ 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT / t I' � I ----- RUN _ f I 5 ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE+PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 I I , r 434.882.3420 \ anholdla.com \ '', � ` \� , -,•. `\\ III , , n / I I J \' r � I \ O O Ln 1 I � O BISCUIT RUN PARK PHASE 1 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DEPARTMENT OF FACILITIES AND PLANNING LIST OF LANDSCAPE ARCHITECTURAL ABBREVIATIONS APPROX APPROXIMATE MAX MAXIMUM ARCH ARCHITECT/ARCHITECTURAL MFR MANUFACTURER ASSOC ASSOCIATED MIN MINIMUM MISC MISCELLANEOUS B&B BALLED AND BURLAPPED BOC BOTTOM OF CURB NOM NOMINAL/NOMINAL DIMENSION BOS BOTTOM OF STAIR NTS NOT TO SCALE BW/BOW BOTTOM OF WALL OC ON CENTER CAL CALIPER CL CENTERLINE PA PLANTING AREA COL CLEAN OUT PH PHASE CONC CONCRETE POB POINT OF BEGINNING CONT CONTINUOUS POC POINT OF CURVE PROP PROPOSED DET DETAIL PVC POLYVINYL CHLORIDE DEMO DEMOLISH/DEMOLITION DIA DIAMETER R RADIUS DIM DIMENSION REINF REINFORCED DWG DRAWING ROW RIGHT-OF-WAY EJ EXPANSION JOINT SAN SANITARY /SANITARY SEWER EUELEV ELEVATION SD STORM DRAIN ENGR ENGINEER SF SQUARE FEET EDP EDGE OF PAVE SH/SHT SHEET EQ EQUAL SIM SIMILAR EX EXISTING SPEC SPECIFICATIONS/SPECIFIED EXIST EXISTING SQ SQUARE SS STAINLESS STEEL FC/FOC FACE OF CURB ST STORM FF/FFE FINISHED FLOOR ELEVATION STRUC STRUCTURE/STRUCTURAL FG FINISHED GRADE (PAVED AREA) FH FIREHYDRANT TOC TOP OF CURB FOB FACE OF BUILDING TEMP TEMPORARY ROW FACE OF WALL FT FOOT/FEET TOS TOP OF STAIR TO. SLAB TOP OF SLAB GALV GALVANIZED TW/TOW TOP OF WALL TYP TYPICAL HC HANDICAP HT HEIGHT UTIL UTILITY IN INSIDE DIAMETER VAR VARIES/VARIABLE INV INVERT VIF VERIFY IN FIELD LA LANDSCAPE ARCHITECT W/ WITH LF LINEAR FEET W10 WITHOUT LOO LIMIT OF DISTURBANCE VWVF WELDED WIRE FABRIC LOW LIMIT OF WORK VWVM WOVEN WIRE MESH LP LOW POINT MISCELLANEOUS: @ AT FEET " INCHES # NUMBER SYMBOLS 00.00+ PROPOSED SPOT ELEVATION 00.00' EXISTING SPOT ELEVATION 0.0% PROPOSED SLOPE 1 PROPOSED SLOPE LL-11)"-SHEET NUMBER L-11 DIRECTION SECTION FACES 1 DETAIL NUMBER L-11 SHEET NUMBER PROPOSED CONTOUR EXISTING CONTOUR Sheet List Table Sheet Number Sheet Title L-100 COVER SHEET L-200 Phase 1 Site Context Plan L-201 Phase 1 Site Plan SIGNATURE BLOCK PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT VIRGINIA HEALTH DEPARTMENT ARCHITECTURE REVIEW BOARD FIRE OFFICIAL DATE GENERAL INFORMATION 1. PROPERTY OWNER COMMONWEALTH OF VIRGINIA DEPT. OF CONSERVATION AND RECREATION 600 EAST MAIN STREET RICHMOND VA 23219 2. PROPERTY LESSEE & DEVELOPER COUNTY OF ALBEMARLE DEPT OF FACILITIES AND PLANNING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 3. SITE DESIGN AND LANDSCAPE ARCHITECTURE ANHOLD ASSOCIATES, PLC 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VA 22943 434-882-3420, ANHOLDLA.COM 4. SITE ENGINEERING WOOLLEY ENGINEERING 210 5TH STREET NE CHARLOTTESVILLE, VA22902 434-973-0045, WOOLLEY-ENG.COM 5. PROJECT SURVEYOR MARSH & LEGGE LAND SURVEYORS 560 NORTH LOUDOUN STREET WINCHESTER, VA22601 540-667-0468 BOUNDARY. SITE AND TOPOGRAPHIC SURVEY PROVIDED 2/18/2020 6. TAX MAP & PARCEL NO.: 09000-00-00-006DO 7. PROPERTY AREA PHASE 1A BISCUIT RUN PARK DEVELOPMENT AREA 5.00# ACRES OVERALL TAX MAP PARCEL AREA: 891.00 t ACRES 8. ZONING RA RURAL AREAS WITH THE FOLLOWING ZONING OVERLAYS: EC ENTRANCE CORRIDOR, CRITICAL SLOPES, & MONTICELLO VIEWSHED. 9. PROPERTY LINE SETBACKS: FRONT=75', SIDE=25', BACK=35' 10. CRITICAL SLOPES SLOPES GREATER THAN 25% ARE PRESENT ON THE PROPERTY. NO CRITICAL SLOPES WILL BE DISTURBED DURING PHASE 1A. 11. EXISTING USE: UNDEVELOPED PARK OPEN SPACE 12. PROPOSED PHASE 1A USE PHASE 1A IMPROVEMENTS INCLUDE PARK ENTRANCE, PARKING AREA WITH VAULT TOILET, STORM WATER MANAGEMENT, AND MULTIUSE TRAILS. PHASE 'IA IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT. 13. FUTURE USE FUTURE PHASES OF THE PARK COULD INCLUDE THE DEVELOPMENT OF, ADDITIONAL PARKING AREAS, BALL FIELDS, TRAILS, INTERPRETIVE SIGNAGE AND OTHER RECREATIONAL RESOURCES. SEE APPROVED PARK MASTER PLAN 13. MAGISTERIAL DISTRICT: SCOTTSVILLE 14. WATERSHEDS: THIS SITE LIES WITHIN THE RIVANNA RIVER WATERSHED. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL NON -PAVED SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, PERMANENTLY SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. SITE NOTES 1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL PROPOSED SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. CONTRACTOR SHALL NOTIFY COUNTY AFTER CONTRACTOR CONTACTS MISS UTILITY SO COUNTY CAN UPDATE UTILITY LOCATION MAP. 3. ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAIN POSITIVE SLOPE TO THE DRAIN INLET. 4. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY/ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. COUNTY OF ALBEMARLE DEPT. OF FACILITIES & PLANNING CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS B SCUT RUN PARK PRELIMINARY ANHOLD ASSOCIATES ,SCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com REVISION: NO. DESCRIPTION DATE AS NOTED �;HEEI NAME: COVER SHEET 0t=m44avid%anM1e assodates dropMzlanMleteam tolderpr*ctsWswit nm101_catl\02_stmft 00_wvet.d g ©Anhold Associates 2020 SHEET. 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DESCRIPTION DATE 1'1 = 30, �;HLLI NAME: PHASE ONE SITE PLAN SHEET L201 DATE: December 30, 2020 ©Anhold Associates 2020