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Home My WebLink AboutWPO202300009 Plan - VSMP 2023-03-27BISCUIT RUN PARK PHASE 1A, ENTRANCE AND PARKING PROJECT WPO-202300009 AMENDMENT ALBEMARLE COUNTY, VIRGINIA DEPARTMENT OF FACILITIES AND PLANNING LIST OF LANDSCAPE ARCHITECTURAL ABBREVIATIONS APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL MAX MAXIMUM ASSOC ASSOCIATED MFR MANUFACTURER MIN MINIMUM B&B BALLED AND BURLAPPED MISC MISCELLANEOUS BOC/ BC BOTTOM OF CURB BOS BOTTOM OF STAIR NOM NOMINAL/NOMINAL DIMENSION BW/BOW BOTTOM OF WALL NTS NOT TO SCALE CAL CALIPER OC ON CENTER CL CENTERLINE COL CLEAN OUT PA PLANTING AREA CONC CONCRETE PH PHASE CONT CONTINUOUS POB POINT OF BEGINNING POC POINT OF CURVE DET DETAIL PROP PROPOSED DEMO DEMOLISH/DEMOLITION PVC POLYVINYL CHLORIDE DIA DIAMETER DIM DIMENSION R RADIUS DWG DRAWING REINF REINFORCED ROW RIGHT-OF-WAY EJ EXPANSION JOINT RP ROAD PROFILE EL/ELEV ELEVATION ENGR ENGINEER SAN SANITARY/SANITARY SEWER EOP/ EP EDGE OF PAVE SD STORM DRAIN EQ EQUAL SF SQUARE FEET EX EXISTING SH/SHT SHEET EXIST EXISTING SIM SIMILAR SPEC SPECIFICATIONS/SPECIFIED FC/FOC FACE OF CURB SQ SQUARE FF/FFE FINISHED FLOOR ELEVATION SS STAINLESS STEEL FG FINISHED GRADE (PAVED AREA) ST STORM FH FIREHYDRANT STRUC STRUCTURE/STRUCTURAL FOB FACE OF BUILDING FOW FACE OF WALL TOC TOP OF CURB FT FOOT/FEET TEMP TEMPORARY FYS FRONT YARD SETBACK TOS/ TS TOP OF STAIR GALV GALVANIZED TO. SLAB TOP OF SLAB TW/TOW TOP OF WALL HC HANDICAP TYP TYPICAL HT HEIGHT UTIL UTILITY IN INSIDE DIAMETER INV INVERT VAR VARIESNARIABLE VIF VERIFY IN FIELD LA LANDSCAPE ARCHITECT LF LINEAR FEET W/ WITH LOO LIMIT OF DISTURBANCE W/O WITHOUT LOW LIMIT OF WORK WWF WELDED WIRE FABRIC LP LOW POINT wwM WOVEN WIRE MESH MISCELLANEOUS: @ AT FEET INCHES SYMBOLS # NUMBER DIRECTION SECTION FACES DETAIL NUMBER 00.00+ PROPOSED SPOT ELEVATION SECTION LINE 00,00' EXISTING SPOT ELEVATION SHEET NUMBER 0.0%u PROPOSED SLOPE PROPOSED CONTOUR NUMBER NUMBER EXISTING CONTOUR SHEET LIST TABLE J Cl) 0 Q 0 z w N Q a Sheet Number Page Sheet Title Description G-001 1 Cover Sheet X X G-003 2 General Civil Site Notes X X G-004 3 Site Context & Key Plan X X S-120 4 Site Boundary Exhibit - Key Plan X X S-121 5 Site Boundary Exhibit - Partial East X X S-122 6 Site Boundary Exhibit - Partial South X X S-123 7 Site Boundary Exhibit - Partial West X X S-124 8 Site Boundary Exhibit - Partial North X X C-100 9 Existing Conditions & Site Demo Plan North X X C-101 10 Existing Conditions & Site Demo Plan South X X C-110 11 E&S Plan Phase One- Partial North X X C-111 12 E&S Plan Phase One- Partial South X X C-112 13 E&S Plan Phase Two- Partial North X C-113 14 E&S Plan Phase Two -Partial South & Notes X C-120 15 E&S Details X X C-121 16 E&S Details X L-100 17 Landscape Site Plan- Partial North L-101 18 Landscape Site Plan- Partial South L-120 19 Trail Hub Site Plan L-200 20 Landscape Site Details L-201 21 Landscape Site Details L-202 22 Landscape Site Details L-210 23 Vault Toilet L-300 24 Landscape Planting Plan- Partial North L-301 25 Landscape Planting Plan -Partial South L-302 26 Landscape Planting Details C-200 27 Civil Layout & Utilites Plan - Partial North X C-201 28 Civil Layout & Utilities Plan - Partial South X C-210 29 Grading and Drainage Plan - Partial North X C-211 30 Grading and Drainage Plan - Partial South X C-300 31 Civil Site Details C-400 32 Storm Water Pipe Profiles X C-500 33 Park Access Road C-501 34 Parking Access Road C-504 35 Roadway Details C-600 36 Pre -Construction Drainage Divides X X C-601 37 Post -Construction Drainage Divides X X C-610 38 Route 20 Ditch Plan X C-611 39 On -Site Ditch Plan X C-620 40 Stormwater Mangement Plan - Basin #2 X C-621 41 Stormwater Mangement Plan - Basin #3 X C-630 42 Stormwater Mangement Plan - Water Quality X X 42 TOTAL SHEETS 16 28 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 PLANNING AND CONSTRUCTION 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, VA 22902 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: 1189.88 ± ACRES 8. ZONING: ZMA2019000013 RA RURAL AREAS WITH THE FOLLOWING ZONING OVERLAYS: EC ENTRANCE CORRIDOR, MANAGED AND PRESERVED STEEP SLOPES, FLOOD HAZARD OVERLAY. 9. PROPERTY LINE SETBACKS: FRONT=75', SIDE=25', BACK=35' 10. CRITICAL SLOPES: SLOPES GREATER THAN 25% ARE PRESENT ON THE PROPERTY. SOME CRITICAL SLOPES (MANAGED AND PRESERVED) WILL BE DISTURBED BY RIGHT DURING PHASE 1A. 11. EXISTING USE: UNDEVELOPED RURAL AREA. CURRENTLY USED AS PARK OPEN SPACE FOR PEDESTRIAN AND BIKING ACTIVITIES. 12. PROPOSED PHASE 1A USE: PHASE 1A IMPROVEMENTS INCLUDE PARK ENTRANCE AND ACCESS ROAD, 75-SPACE PARKING AREA WITH VAULT TOILET AND PEDESTRIAN IMPROVEMENTS, STORM WATER MANAGEMENT FACILITIES, AND MULTIUSE WALING AND BIKING TRAILS. PHASE 1A IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT. 13. PARKING REQUIRED: 75-SPACES ARE REQUIRED AS IDENTIFIED BY COUNTY DEPT. OF PARKS AND FACILITIES DESIGN. 14. FUTURE PARK 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 15. MAGISTERIAL DISTRICT: SCOTTSVILLE 16. WATERSHEDS: THIS SITE LIES WITHIN THE RIVANNA RIVER WATERSHED. PORTIONS OF THE PROPERTY ARE WITHIN THE RAGGED MOUNTAIN DAM BREAK INUNDATION ZONE 17. NO ELECTRICAL SERVICE, POTABLE WATER OR SANITARY SEWER UTILITIES WILL BE PROVIDED OR CONSTRUCTED AS PART OF THIS PROJECT. A VAULT TOILET WILL BE CONSTRUCTED. TOILET MAINTENANCE WILL BE PROVIDED BY THE COUNTY PARKS DEPT. 18. THE PARK ENTRANCE AND PARK ACCESS ROAD R.O.W. WILL BE PLATTED, SUBDIVIDED, AND DEEDED TO VDOT AS PART OF THIS PROJECT. SEE CIVIL PLANS FOR PROPOSED R.O.W. LINES. 19. SITE IS LOCATED IN THE MONTICELLO VIEWSHED. 20. PRIOR TO CONSTRUCTION OF THE VAULT TOILET, THE NECESSARY CONSTRUCTION PERMIT WILL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF HEALTH. 21. PLEASE PROVIDE FOR NO PARKING SIGNS ALONG THE ENTRANCE ROAD UNLESS TEH WIDTH WILL ACCOMMODATE PARKING SO THAT THE UNOBSTRUCTED TRAVEL WAY WIDTH IS NOT REDUCED BELOW 20 FT. (EX. PARKING ON ONE SIDE REQ. A 28 FT WIDE TRAVEL WAY PER FIRE CODE). 22. WHEN WATER BECOMES AVAILABLE IN FUTURE PHASES OF THE PROJECT. HYDRANTS TO SERVICE THIS PHASE WILL BE ADDED AS NECESSARY. 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. 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 y1.4 DATE ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com ;ti LTH OF 03/24123 DAVID T. ANHOLD a Lic. No. 00311 w 9��scAPE AR& DAVIDT.ANHOLD VA LICENSED LANDSCAPEARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPO AMENDMENT 03.24.23 SCALE: N/A SHEET NAME: COVER SHEET SHEET NUMBER: G-001 DATE: March 24, 2023 c:Waerstemily%nhold associates dmphoxtanhold team bldertprojedsWscuit mM01_ca1102_sheetstg001_wver- wpo.dv 9 © Anhold Associates 2023 Sheet 01 of 42 Albemarle County 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 slopes and disturbed areas are to be fertilized, 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 (29 CFR Part 1926). Albemarle County General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ADA NOTE: ALL SIDEWALKS AND HANDICAP ACCESS RAMPS SHALL MEET ADA REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA REQUIREMENTS PRIOR TO CONSTRUCTION. GENERAL NOTES: 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD -VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 55 MPH. POWER AND COMMUNICATIONS NOTES: 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS STORM DRAIN NOTES: 1. ALL PIPES ARE MEASURED FROM EDGE OF STRUCTURE TO EDGE OF STRUCTURE. 2. VDOT STANDARD ST-1 STEPS ARE REQUIRED FOR ALL CONCRETE STRUCTURES 4' TALL OR HIGHER 3. RCP PIPE TO BE CLASS II UNLESS OTHERWISE SPECIFIED. 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL 5. ALL STORM SEWER WITH INVERTS BELOW THE NORMAL POOL OF SWM BASIN TO BE O-RING PIPE 6. BOOT CONNECTORS ARE REQUIRED FOR ALL PLASTIC PIPE CONNECTIONS INTO STORM STRUCTURES. 7. ANY STRUCTURE PROPOSED TO BE MODIFIED MUST BE REPLACED IN THE EVENT OF DAMAGE DURING MODIFICATION. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. 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. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. 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. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. 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. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design also. Walls require inspections as outlined in USBC. L. Accessible parking spaces, access isles, and accessible routes shall be installed in accordance with ICC ANSI Al 17.1-09 and the Virginia Construction Code. M. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. N. Smoking shall be prohibited in any areas where smoking becomes a hazard. Any areas where smoking would be a hazard shall be marked "No Smoking" with signs posted per Virginia Statewide Fire Prevention Code. O. Smokine areas shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. P. Per the Virginia Statewide Fire Code, vehicular access for firefighting shall be provided at all construction and demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. Q. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code. R. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. S. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code. T. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code. U. Operations involving the use of cutting and welding shall comply with Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office. General Utility Notes 1. Modifications or substitutions to the specified equipment or layout must be approved by the Engineer. 2. The Contractor should inspect the site prior to submitting an estimate to the Owner. Any potential conflicts should be reported to the Engineer. By submitting an estimate the Contractor identifies that he has investigated the site and has found no discrepancies with the plans and specifications. 3. A preconstruction conference is mandatory before starting installation of the storm drain system. Contact the Engineer to discuss important aspects of installation. The Engineer will not certify the system of the final inspection unless a preconstruction conference is done prior to installation. 4. A final inspection is required - The installation must pass inspection by the Engineer. Notify the Engineer of the planned inspection date in advance. The Owner is responsible for paying the Engineer's inspection fees. 5. If adverse subsurface conditions are encountered (rock, groundwater, utilities, etc.) contact the Engineer. 6. If site conditions vary contact the Engineer. 7. The Contractor is responsible for maintaining all set back distances as required by local ordinances and payment for all inspections by the Health Department. 8. Notify "MISS Utility" prior to excavation. GENERAL EROSION AND SEDIMENT CONTROL NOTES Biscuit Run Park: Phase 1a Entrance and Parking Erosion & Sediment Control Plan The County of Albemarle, Virginia Erosion and Sediment Control Law and Regulations (9VAC25-840-40) Minimum Standards: ES-1: Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. ES-2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. ES-3: A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. ES-4: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. ES-5: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ES-6: Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. ES-7: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. ES-8: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. ES-9: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. ES-10: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. ES-1 1: Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. ES-12: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. ES-13: When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. ES-14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. ES-15: The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. ES-16, Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. ES-17: Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. ES-18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. ES-19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com 'fH OF v ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL E% REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SHEET NAME: GENERAL CIVIL SITE NOTES SHEET NUMBER: G-003 March 24, 2023 dmwingl.dwg © Anhold Associates 2023 Sheet 2 of 42 - — -- --- - ---- -==--- - -- -- , -- — ----- - r _ _ ___ ___ r r r \ \ ` , r _ ___-_ ___ , I / r % •' �_�__ _., --__ -�___ .` `. \ \ 1 �I \ , ', '/ '/ _,—_ _______—no-- __ ___------------ ---------------------- ------------------ _ _ , - - - ; ; ,' ,, , , --------� , ;; , ----- _ \ _ _ - , - , ' - ' ' - _ - _ , , _ , -------------- , -- --- , _ - ------------------ ------------------ i _ _ — - ' r ` , ♦ , , , , % i ' ♦ r �r , u., , , r , _ , , , r r , r ' , ♦ r , ---------------- ----------------- r , _ r� i r , , , , r ' _ I /1 1 r „ , , , , , rr , r, r , , , , , , '----------_ , , l , , r % ; I l ' '' ; r ""----'-------------- - --" , ,' - „ , �' ------ , % , ,I , r r r r , I r I r , , % / 1 , , I / ,--------------------- ------------- I ------------ I � ' --. r I r, r r ' - r , ----- - _ - _ I r r /lj _________ _ __ __ _____ _ T 1, - _ r ' r ' r r —�_ � I r i ' I , ,,!�/' � I I I; '\ 1 - , I r , r , i r r , it r ' r r , , _ r , I , r r ' ------------------------ r _ r , , r r � r r , , I r ' , r r , r ' r % , r , r ' r ' r , , tM P 09000 00 oaoo6 o r r , , \ , I ', r '', 'r 1 _ _ -�/, \\ COMfV1QNWEALTki /��r�CfIRGI IA I - r I _ - I�i ♦ - �. �' - ''DE T. OF CON ` RV TION & RE EATI N - E O -- - I _ ' r I _ , r ` r , , r%/ - r - - - - - - - '_ ♦ -------------- ----- \ . r rl,♦ \ 1 PRE DEVELOPME\ -_ ' ♦ ♦ _ I \ 'I DRAfI�AGf DIVIDESII _ - \ 1 " I I ------------------- I r` _ ', 1, _ _ I \ � f---------------- - \ I ♦ I \ I - I I ♦ r , , r r / 1 1 \ I \ r/ \ 1 � I _ _ \ � I I I \ - T1 ' M ' I I EAR'F LA1e1- NORTH � - C Otl G ' S`&'` L NG'' I 1 N 0 \` I P, �RtIA �N.6R7H ♦� � a �S I - _ I \` II _ _ r ' ------------ _ - - I 1 - r r r , , r - „ , ,r r , r _ _ , , , ♦ ♦ r r , , r r ♦ , ♦ ♦ ♦ ♦ , , - I _ , ♦ ♦ ♦ _ \\ I - ♦ , , _ `1 — ' - \ - 1 - _ ,4 _ _ 1 , _ ♦ ♦ , _ \ \ - - - ----- ---' -- -- — I - I - I _ o _ I _ I I I 1 - I - - I — I I I 1 \` , I 1 4 - I - - `I I e i / X1 tN C)'' Nb Eb' I _ G G _ W LA I - \ I _ J� I _ \ \ I I� / II` - 1 I \ - 1 r ' r r PRE .D�VECOPMENT_ r r, I , , , 1 DRAINA� Dt'VIDES \------------ TING 1 ' 1 E➢CISGON ` ITI A I AN SOUTH \ - CL1 O S&I If \ QN- _ \\ ; NAM D - - ♦l�N - %%/ ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood VA 22943 434.882.3420 anholdla.com T L H A 0 ti F G O 03/24/23 l c U DAVID T. ANH0 LD Lic.No.00311 L <v d ti s A C' C - P E FZ A \ \ _ G111 ,E &S P TIA1. SOUTH - - - ♦ -_ _, .♦ \ `♦ \ I \ ,� ---------- - I //♦ \ ` \ -- -_-_ - -- - DAVIDT.ANHOLD , , _____ _ � -" _ LANDSCAPE ARCHITECT , ♦ ♦ \ I 0 Ir \ I \ A 1 ,/, I _ __ _ _ 1 \ _ — "_"_ - _ - - -_ _ _ _ ):♦ ` 711 _ - - - - _ _ _ _ \_ ` ` _ - REVISION % , \, , \ , \ ♦ , ♦ _ _ _ , ♦ I \ _ ._ , I - ® - — - _ _ -IM�TS OF PROJECT,: - - — ` \ \ \ NO. POCLEADESCRIPTION 02D.A10T.2E - — YA02 WPO AMENDMENT 03.24.233 , _ _ , , 41 , / C , i , i i , , r ` ♦ ♦ % i ' r , , , I - 1 - _ , SIDE' � - - - -- � \ I — — LE N � -- I _ I \ EMI T 'W ' ©LAI�C6-ED E. - - , S iN� bG G I I - - a I I/ I '/ , r ' ♦ ♦ , ♦ / ,ram ' ' ,,, , :♦ r 'w / % , `: ---- /' _ 1 _ --- ' _----- \ - -- - `` , _ , r \ ♦ , , , ♦ ♦ l 1 _ ♦ ♦ I ' , , , _ ' , - I R , — _ _ - I j' TE � - OU - / , - / I I — — - - i - _ \> / = ------ r' _ / k ` K L ` , _ \ I _ _ __ LIMITS OF PROJECT, ----- TYPICAL. / \ SCALE: r - - _ - X-- -- - - - - - - - " _ _—_-_ __________—__—___ _ _ _________-__--- - _ —_ -__ ---------- ---- - __ - - - f - y '� �; SHEET NAME — - yy\ ---, SITE CONTEXT & KEY � R LIMITS OF SITE PLAN CLEARING LIMITS OF PROJECT, N SHEET NUMBER: TYPICAL. o ao so 160 G -004 DATE: March 24, 2023 c:\users\emily\anhold associates dropbox\anhold team tol4er\projects%iscuit rum01_oatl\02_sheets\g004_site context & key plan tlwg ©Anhold Associates 2023 Sheet 03 of 42 NOTES: 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A FIELD RUN SURVEY MADE FEBRUARY - JUNE 2010 AND MAY 2021. 2. MERIDIAN BASED ON VIRGINIA NAD 83 (93) STATE GRID SOUTH ZONE, ESTABLISHED BY GPS METHODS. 3. NO TITLE REPORT FURNISHED; THEREFORE, EASEMENTS AND ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN. 4. AS THIS SURVEY DOES NOT AFFECT A NEW DIVISION OF LAND, THIS PLAT DOES NOT REQUIRE APPROVAL OF THE SUBDIVISION AGENT PRIOR TO RECORDING. 5. THIS PLAT IS BEING RECORDED ON BEHALF OF THE COMMONWEALTH OF VIRGINIA AND IS EXEMPT FROM ALL RECORDING FEES PURSUANT TO SECTIONS 17.1-266 AND 17.1-279.E OF THE CODE OF VIRGINIA (1950). AS AMENDED. L INE TA EL E LINE BEARING DISTANCE L1 S 41 °30'30' I✓ 124J8' L2 N 60°02'44' W 1,57' L3 S 43°49'40- W 120.00' L4 S 12°3822' W 78.07' L5 S 55°5726' E 1.91, L6 S 34°02'34' W 147.09' L7 S 83°5715' W 776' L 8 S 41 °1417' W 54.66' L9 S 03°10'16' W 24.91' L IO S 34 °02'34' W 114, 96' LII S 46°0611' W 198,51' L12 N 60°4435' W 209,43' L 13 N 06 °0415' E 7.36' L 14 S 16 °33'09' E 3228' L 15 S 52 °03'56' W 146, 67' L16 N 87°4923' W 126,81' L 17 N 27°2537' E 149, 98' L18 N ?72334' E 149,98' L19 N 27°2453' E 150,00' L20 N 27°5532' E 150,06' L21 N 28°30'52' E 149,93' L22 N 28°20'43' E 150,14' L 23 N 28 °26 20' E I50, 04' L24 N 28°2626' E 149,91' L 25 N 28 °10'54' E 15, 96' L26 N 53°25'12' E 26730' L27 N 55°3031' E 206,89' L 28 N 36 °34 26' E 146, 85' L 29 N 38 °5234' E 78.15' L 30 S 33 °2728' E 25.00' L 31 N 58 °27'56' E 48.79' L32 N 80°l9'S1' E 69,64' L 33 N 46 °0311' E 87.32' L 34 N 30 °42 24' W 30.00' LINE BEARING DISTANCE L35 N 592734' E 15,88' L 36 N 34 °28 25' E 62, 94' L 37 N 26 °25'30' E 8, 05, L 38 S 63 °34'15' E 35.00' L 39 N 26 °2545' E 131, 75' L40 S 12°06'49' W 424,28' L 41 S 17°4918' W 270, 93' L 42 S 64 °23'05' E 377, 36' L 43 N 44 °3558' E 573,78' L44 N 12°4910' E 145.06' L45 N 10°2529' W 139,51' L 46 S 64 °06 27' E 36,57' L47 N 25°5333' E 200.00' L48 N 64°0627' W 100,00, L49 S 25°5333' W 50.97' L50 N 30°4018' W 98,23' L51 N 37°11 25' W 25.12' L52 N 58°47'40' E 111.53' L53 N 57°2957' E 24,88' L54 S 022541' E 55,72' L55 S 26'1617' W 24.12' L 56 S 58 °53 29' E 59,67' L57 S 62°41'58' E 159,15, L 58 N 26 °1751' E 56, 50' L 59 S 26 °07'40' W 90.65' L60 S 29°0224' W 9.00, L 61 N 00 °24'50' E 182, 62' L 62 N 33'38 20' W 95.7T L63 N 84°55'18' W 10632' L64 N 73°4017' W 195,42' L65 S 83°01'43' E 155,97' L 66 N 82 °28'17' E 292, 26' L67 N 81°58'49- E 4205' CURVE TABLE CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING CI 35,67' 542,96' 71.24' 71,19' S 37°4457' W C2 39.97' 8730, 74.96' 7268' S 16,54,33, W C3 48,97' 461,86' 97,58' 9740' S 40°13'55' W C4 209, 88' 576 9,58' 419, 58' 419, 48' S 44 °03 26' W C5 171.06' 994.93' 338.81' 337.17' S 32°13'06' W C6 11376' 280,00' 216,12' 210,79' S 74°10'39; W C7 146, 03' 400,00' 280, 03' 274.35' S 72 °0716' W C8 56,03' 400,00' 111,34' 110,98, N 79°50'57' W C9 108.72' 499505' 217.41' 21739' N 26°56'05' E CIO 208.01, 929,12, 409,27' 40597' N 40°48'03' E C11 8779' 4816,33' 17556' 17555' N 54°2752' E C12 193.22' 1158, 71' 382. 92' 381,18' N 46 °02 28' E C13 99,54' 4953,96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994,16' 25586' 255,15' N 46°14'57' E C15 79.34' 358,10' 156,16' 154, 93' N 46 °58'00' E C16 1 52,01' 739,28' 10385' 10376' N 30°2658' E C17 9787' 525,00' 19351' 192,42' N 48°14'06' E C18 124,65' 475,00' 243,80' 241,13' N 52*22146' E C19 170,10' 575,00' 330,76' 326,22, N 50°3615' E C20 129.28' 625..00' 254,97' 25321' N 45°4844' E C21 99.05' 500,00' 19557' 194,32' N 17°5356' E C22 9702' 985,00' 19341' 193,10' N 79°17'47' W C23 123,45' 2985,00' 246,76' 24669' N 71°18'12' W C24 104,01' 121500' 20751' 20726' N 73°4941' W C25 1 51.08' 1 585..00' 101,90' 1 101,77' S 78°02'19' E C26 74,43' S85.00' 148.05' 14766' N 89°4317' E C27 9833' 41500 19311' 19137' S 84°11'S3' E C28 1 29,26' 400,00' 1 58,42' 1 58,37' N 20°3446' E C29 1 53 32' 900. 00' 1 106, 52' 1 106, 46' N 21 °22 24 - E BOUNDARY EXHIBITLIWEST S-123 I ' l EGRE T L OD GE DRl VE" I S-1 23 L EGEND IRF - IRON ROD FOUND IRS - IRON ROD SET IPF - IRON PIPE FOUND RRS - RAILROAD SPIKE DH - DRILL HOLE CMF - CONCRETE MONUMENT FOUND - FENCE - STONE WALL STREAM OR BRANCH - OVERHEAD UTILITY LINES Or - WOODEN UTILITY POLE SCALE 1200' 0 1200, 1 INCH = 1200 FEE- 2400' SURVEYOR'S CERTIFICATE I HEREBY CERTIFY TO THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF CONSERVATION AND RECREATION THAT THE INFORMATION SHOWN ON THIS PLAT REPRESENTS AN ACTUAL FIELD RUN SURVEY MADE UNDER MY SUPERVISI➢N OF A PORTI➢N OF THE LAND CONVEYED TO THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF CONSERVATION AND RECREATION BY THE FOLLOWING TWO ACQUISITIONS1 FROM FOREST LODGE, LLC, BY DEED DATED DECEMBER 28, 2009 AND RECORDED IN DEED BOOK 3835 AT PAGE 706, AND FROM SOUTHWOOD CHARLOTTESVILLE, LLC BY DEED DATED MAY 11, 2010 AND RECORDED IN DEED BOOK 4773 AT PAGE 322, BOTH OF WHICH ARE RECORDEDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, I FURTHER CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMATION SHOWN ON THIS PLAT IS ACCURATE AND CORRECT AND THERE ARE NO ENCROACHMENTS, GAPS, GORES, OVERLAPS, OR VISIBLE EASEMENTS LOCATED ON OR ALONG THE BOUNDARY LINES UNLESS SHOWN HEREON, MARSH & LEGGE Land Surveyors, P.L.C. 560 NORTH LOUDOUN STREET WINCHESTER, VIRGINIA 22601 PHONE (540) 667-0468 FAX (540) 667-0469 EMAIL office®marshandlegge.com S-1 22 i i l " OA K HILL OHi S-1 24 BOUNDARY EXHIBIT NORTH S-124 � � l SISCrl 7 ITUN 1189.477 A CIL�ES I I I I I I� S-1 21 v VA SEC R TE 742 "A VON S TREE T EX T. BOUNDARY EXHIBIT EAST S-121 BOUNDARY EXHIBIT NORTH S-124 BOUNDARY SURVEY OF A PORTION OF THE LANDS OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF C❑NSERVATI❑N AND RECREATI❑N TAX PARCELS 90-5, 90-6C1, 90-6D, 90-15A, 90-17D, 9OA-IA, 9OA-1B, 9OA-3, AND 90A1-1 DEED BOOK 4773 PAGE 322 DEED BOOK 3835 PAGE 706 DEED BOOK 3092 PAGE 310 SCOTTSVILLE AND SAMUEL MILLER MAGISTERIAL DISTRICTS ALBEMARLE COUNTY, VIRGINIA MAY 27, 2021 0 300 600 1200 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE IA, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com NLTH 6; 03/2�� UO DAVID T. ANHOLD a i�' Lic. No. 00311 sCAPE ARCY DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPOCLEARING 02.10.23 02 WPOAMENDMENT 03.24.23 SCALE: 1" = 600' N SHEET NAME: SITE BOUNDARY EXHIBIT- KEY PLAN SHEET NUMBER: S-120 March 24, 2023 c:Wsems mily,anholdassociatesdmpboxWnholdteam foldertproje Mbiscuitmn\0 d%02_sheetMs-120survey.dwg ©AnholdAssociates 2023 Sheet 04 of 42 I MARK H. HAEFELE THE PROPERTY LINE FOLLOWS � AND HILARY BARI SMITH THE MEANDERS OF THE '�OB 2242 PG 242 CENTERLINE OF 'BISCUIT RUN" PLAT - DB 1335 PG 51 FROM POINT H"` TO "POINT l" 'o o "MILL CREEK' POINT IN THE vJ'r� PHASE 2 - SECTION 7 CENTERLINE OF -� "LOT 146" 'BISCUIT RUN" IRS %R23 6•SJ 90C1-1-A3 FRAME MILL CREEK PHASE TWO P.U.D. 'F SHED HOME OWNERS ASSOCIATION, INC. 6'22 L63 IRF s. s IRF PLAT OB DH71PC 601 116J PC 522 IRF THE PROPERTY 6�`90g WILL CREEK' LINE FOLLOWS THE f PHASE 2 - SECTION 6 MEANDERS OF THE ��ose "OPEN SPACE" VN CENTERLINE OF A "BISCUIT RUN" irpTq<i�B�9 6- IRF FROM POINTH" POINT N HE "BISCUIT RUN" J J TO 'POINT l" l 1 89.877 ACRES / 'BISCUIT RUN"" s IRF CUE / 90CI-1-Al �8 MILL CREEK PHASE TWO P.U.D. • _ �R2gBSJ / HOME ODB 1271 PC601/ON, INC. W PLAT - D8 1110 PG 424 'VILL CREEK" N ,°o 90-6D PHASE 2 - SECTION 5 o N REF OB 498 PG 214 IRF "OPEN SPACE" ? h s 6S7S;B"F. IRF �22g8, iBOR / 'POINT `J IRF POINT IN THE IRF AT 6334" I CENTERLINE OF � 'BISCUIT RUN" co 5 6016 IRS lRF �51 5 / IRS N.J883031.19 E 11475629.36 J \ lqT ti O Oy q Ty? \ J ,o Off, qL 2S \ \ �sjTS 2 2S � 20 L60 \ I F \�93�sQ h \ A OCO</ 9, \ N, 90-60 oO b REF DB 498 PG 214 tiT rTgAl \s29o2jF t7 Fr \� A 2 gGTy lRF ,olq �� ' iti N 32 33'37" E 191.97 \ , 9. i � oTA<J 0 hey J h� Cb POINT IN THE CENTERLINE \ 'BISCUIT RUN"" \ 90-75A REF - DS 535 PG 329 "WELL LOT NO. 5" 90-6D REF - DB 498 PG 214 N 527649" E 51.21 ' N 37 50 `05 " W / 182.55' N 00 4548" W 152.45' E: 11475818. 01 UNNAMED S R AM c,.WsamXemilyomhold associates dropboxtanhold team tolderlprojectstbiscuil mM01_cadk02_sheets's-121 survey-0etail.dwg i IRF IN i BASE OF 10" BLACK GUM LARGE LPF "8/5CU/ T RUN " l l 89.877 A CRES N 3881927 88 90-6D REF - DB 498 PG 214 ,r1 \ �B �,o olo � ti c llC' GMF ,o O IgTB CMF \ '9iV0TF,oh, y 9 S, A Qyrl/s OT ��9 `Sy. IgTOB B COT y S,S,. OB SAc ti gOFF� F 69 Z9 yO,p S L7-L9 FOLLOW THE CENTERLINE OF THE OLD ROAD BED OF THE "CHARLOTTESVILLE-SCOTTSVILLE ROAD" DB 288 PG 331 - HWPB l PG 40 REF. - DB 77 PG 293 \ VDH CMF 90-6D / REF ti DB 498 PG 214 S 39 5041 " W 50.00' LARGE IRE VDH CMF AT 68.74' DH/ /// IRE p // / / LPG 0 o h ABANDONED O E� R Z0� �i / / /0 PO QF Q CG A I ^? \ TWO-STORY p NQ�•( �� Q Q� G FRAME DWELLING pB0 p4 00� T,Q FRAME G�� GNN 'y'• SHED �i ,k1�. / / 5 Q G by q�Fo � �— / P00 Q QG p6 sT�F�� / 90-17D / PLAT - DB 1132 PG 134 90-16B DH IN I L 13 P. DOUGLAS ✓ENSEN CON C ROAD WB 174 PG 637 DB 1929 PG 36 II / PLAT - DB 287 PG 521 II IRS AT PLAT - DB 243 PG 544 II BASE OF WOODEN POST N•387905228 E 11479466.62 II I VDH VDH VA SEC RTE 742 `A VON STREET EXT. " VARIABLE WIDTH RIGHT OF WAY DB 427 PG 525 HWPB IV PG 144 IRF AT 1208.90' /,)' IRS IRS 61 VDH �1 eN) N� L2 Lc// /0 OPOOF QQGGGy° VDHT IRF 'h //S IRS L5Cj QG��jh16 VDHT lRF lRS// ��gQG 0 // OO�Q110' L 7 LB IRS IRS/ / IRS / L9 IRS// CURVE TABLE CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 35,,67' 54296' 71,24' 71,19' S 37'4457' W C2 39,97' 87.30' 74,96' 7268' S 16'5433' W C3 48, 97' 461,86' 97.58' 97 40' S 40'13'55' W C4 209,88' 5769,58' 41958' 41948' S 44'0326' W C5 171,06' 994,93' 338,81' 337,17' S 32°13'06' W L INE TABL E LINE BEARING DISTANCE LI S 41*30,30, W 124,78' L2 N 60'0244' W 1, 57' L3 S 43'49'40' W 120,00, L 4 S 12'38 22' W 78, 07' L5 S 55°5726' E 1.91, L6 S 34'02'34' W 147,09' L7 S 83.5715' W 7. 76' L8 S 41°1417' V 54,66' L 9 S 03'1016' W 24, 91' L IO S 34 °02'34' W 114, 96' Lll S 46'06'11' W 198,51' LIP N 60'4435' W 20943' L13 N 06°0415' E 736' L60 S 29'0224' W 900' L EGEND IRE - IREN RED EEUND IRS - IRHN ROD SET IPE - IRON PIPE FOUND RRS - RAILREA➢ SPIKE DH - BRILL HOLE CMF - CONCRETE MONUMENT FOUND - FENCE - STENE WALL - STREAM OR BRANCH - OVERHEAD UTILITY LINES - WOODEN UTILITY PELF 0 100 200 400 ©Anhold Associates 2023 r_l1:3qur_l.41111K011P►1S'1 CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com �tiALTH OF DAVID T. ANHOLD 9 Lic. No. 00311 PE AR��ti DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC N0.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPO AMENDMENT 03.24.23 SCALE: 111 = 200' SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL EAST SHEET NUMBER: S-121 DATE: March 24, 2023 Sheet 05 of 42 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLAT - DB 292 PG 436 REF. ti DB 704 PG 9 SOa �5 06, E 59 5S, POINT D IRF AT 23.15' POINT IN THE CENTERLINE OF CONCRETE THE BRANCH /SPRING BOX .. d G �y O ss v�C\ r� THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE BRANCH FROM 'POINT C"" TO 'POINT D'" 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLAT - DB 292 PC 436 REF DS 104 PG 9 CUR VE TABL E CURVE TANGENT RADIUS 1 ARC LENGTH CHORD LENGTH CHORD BEARING C4 1 209.88' 5769.58' 419, 58' 1 419, 48' 1 S 44 °03 26 - W CS 1 171,06' 1 994,93' 1 339..81' 1 337,17' 1 S 32'13'06- W L INE TABL E LII 1 S 46°06'1 W 198.51' L12 N 60'4435' W 209.43' L13 N 06 °0415" E 7,36' LEGEND IRF - IRON ROD FOUND IRS - IRON ROD SET IPF - IRON PIPE FOUND RRS - RAILROAD SPIKE DH - DRILL HOLE CMF - CONCRETE MONUMENT FOUND FENCE ...... - STONE WALL - STREAM OR BRANCH - OVERHEAD UTILITY LINES - WOODEN UTILITY POLE c1usemtemill+anhold associates tlmpboAaahold team midetlprojectstbiscuit mm01_cae102_sheets%-122 survey-detail.awg 560b.`0O IRF N 6k E 276 g8' IRF /1 to o°O � W 9o-scl REF DB 4658 PG 211 / 0 Sl N:3878429.30 E, 11412735. 57 ?GE SET STONE FOUND < l ABANDONED �1 TWO-STORY FRAME DWELLING "BISCUI T I l 89.877 POINT IN THE CENTERLINE OF THE BRANCH z �BISODI� v� o / "POINT C \ POINT AT THE INTERSECTION OF THE BRANCH AND BISCUIT RUN THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF "BISCUIT RUN" FROM POINT B" TO "POINT C" S 862725" W' 105.21' 'POINT B111 POINT AT THE INTERSECTION OF THE BRANCH AND BISCUIT RUN z N a n� THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE BRANCH FROM "POINT A" TO "POINT B" 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLAT - DB 292 PG 436 REF. - DB 104 PG 9 y �6 �T/F </NE J \ �ry4\ THE PROPERTY LINE FOLLOWS \11 11 THE MEANDERS OF THE " POINT F CENTERLINE OF THE STREAM POINT AT THE FROM "POINT E" TO "POINT F" INTERSECTION OF THE STREAM AND "BISCUIT RUN" RUN A CRES POINT IN THE CENTERLINE OF THE BRANCH 90-6D REF - DB 498 PG 214 90-6D REF - DB 498 PG 214 90-6D REF DB 498 PG 214 LARGE IPF 90-60 REF - DB 498 PG 274 LARGE IPF IRF IN BASE OF 10" BLACK GUM 90-16A 90-16A1 FORREST R. MARSHALL, ✓R. AND DONNA D. MARSHALL DB 5433 PG 475 DB 2335 PG 693 DB 775 PG 375 PLAT - DB 186 PG 71 /LA LARGEIPF \ LARGE IPF 97456 MICKIE\ W/N J MICKWICZ, ✓EANNE P. MICKIEWICZ, ED AND ✓ENNIFER R. KOVALESKI DB 1467 PG 393 PLAT - DB 995 PG 679 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com PLTH 6; DAVID T. ANHOLD 9 r Lic. No. 00311 1 SOAP E ARCS' DAVI D T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPOAMENDMENT 03.24.23 rn 5 y m 90->4A THE ✓✓P TIMBER TRUST • DB 4278 PG 268 PLAT - DB 286 PG 576 N 88 56 50 "' W • 13741' (TOTAL) 'POINT A " LARGE IPF POINT IN THE CENTERLINE OF —\ THE BRANCH LARGE IPF IRS AT >1741' N 6736105'" W 153 39' N. 3874734.17 E, 11474729.71 Z X MARK ON SET STONE FOUND 0 SCALE: 111 200' = \ N SHEET NAME: 0 SITE BOUNDARY EXHIBIT - PARTIAL SOUTH 0 100 200 400 38" YELLOW POPLAR \ SHEET NUMBER: so-lz / THE ✓✓P TIMBER TRUST / DB 4278 PG 268 S-122 DATE: / March 24, 2023 © Anhold Associates 2023 Sheet 06 of 42 L 1AIE TA EL E LINE BEARING DISTANCE L14 S 16°33'09' E 3228' L15 S 52°03'56' W 146,67' L16 N 87°4923' W 126.81' L17 N 272537` E 149,98' LIS N 27°23'34' E 149,98' L19 N 27°2453' E 150,00' L20 N 27°5532' E 150,06' L21 N 28°30'52' E 149,93' L22 N 28°20'43' E 150,14' L23 N 282620' E 150,04' L24 N 28°26 26' E 149.91' L25 N 28°10'54' E 15.96' L 26 N 53 °25'12' E 267,301 L27 N 55°3031' E 206,89' L28 N 36 °3426' E 146,85' L29 N 38°5234' E 78.15' L 30 S 33 °27 28' E 25.00' L31 N 58°2756' E 48.79' L32 N 80°1951' E 69,64' L33 N 46°0311' E 8732' L 34 N 30 °42 24' W 30, 00' L 35 N 59 °2734' E 15.88' L 36 N 34 °2825' E 62, 94' L 37 N 26 °25'30' E 8, 05' L38 S 63°3415' E 35,00, L 39 N 26 °2545' E 131, 75' L40 S 12°06'49' W 424.28' L41 S 17°4918' W 270,93' L 42 S 64 °23'05' E 377 36' L 43 N 44 °3558' E 573,78' L44 N 12°49'10' E 145.06' L45 N 10°2529' W 139,51' L61 N 00°24'50' E 182,62' L 62 N 33 °38'20' W 95,77' L63 N 84°5518' W 106.32' L64 N 73°40'17' W 195,42' L65 S 83°01'43' E 155,97' L66 N 82°28117' E 29226' L67 N 81°58'49' E 42,05' CURVE TABL E CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C6 113,76' 280,00' 216,12' 210.79' S 74°10'39' W C7 146.03' 400,00' 280,03, 274.35' S 72°0716' W C8 56, 03' 400,00' 111, 34' 110, 98, N 79 °50'57' W C9 108,72' 4995..05' 21741' 217.39' N 26°56'05' E CIO 208,01, 929.12, 409.27' 405.97' N 40°48'03' E C11 87. 79' 4816, 33' 175, 56' 175, 55' N 54 2752' E C12 193,22' 1158,71' 382,92' 381,18, N 46°0228' E C13 99,54' 4953,96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994,16' 25586' 25515' N 46°14'57' E C15 79,34' 358,10' 156,16' 154,93' N 46°58'00' E C16 52. 01' 73928' 103,85' 103,76' N 30°26'58' E C21 99,05' 500,00' 195,57' 194.32' N 17°53S6' E C22 97.02' 985.00, 193,41' 193.10, N 79°17'47' W C23 123,45' 298500' 246,76' 246.69' N 71°1812' W C24 104,01' 1215.00' 207.51 20726' N 73°4941' W C25 51,08, 585,00, 101,90, 101, 77' S 78°0279' E C26 74, 43' 585, 00' 148.05' 147.66' N 89 °4317' E C27 98, 33' 41500' 19311, 191, 37' S B4 °11'53' E C28 29,26' 400,00' 58.42' 58,37' N 20*3446' E C29 53,32' 900, 00' 106, 52' 106, 46' N 21 °22 24' E L EGEND IRF - IRON ROD FOUND 0 IRS - IRON ROD SET 06GROP0�0/ IPF - IRON PIPE FOUND RRS - RAILROAD SPIKE OOG DH - DRILL HOLE JP �G CMF - CONCRETE MONUMENT FOUND GO - FENCE 00 aecS / G - STONE WALL /-� - STREAM OR BRANCH - OVERHEAD UTILITY LINES / Ff - WOODEN UTILITY POLE G�0 90-5 REF - DB 237 PG 266 REF - DB 115 PG 293 \ PTHE CENTERLINE OF THE STREAM C25 �IRI Xx IPF A T 623 22' \\\ \\ \e /`�'/e'-\ 9'�GS'-IsF�FII 90-5 ,I,T �// REF- DB 237 PG 266 2 \�\ REF - DS 115 PG 293 \ IV R //�/ / T RUN IRFJ)Ll /Sl/ V / l l \ V l V Jl QQC� Q sr8¢SS A 6' \ G 44 s 1189. H77 % CRES C26 THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM "POINT ✓" TO "POINT K" � s\ <O IRF / /R 0QP \ G s GGo11 � FT,S,'90 6\ s., IRF / N: 3883277 15 \ E' 11473314. 49 A/ 2 - \ e N \ w �°� IRF 2 \ \'oO � Fz<� �<qS, \ ��' /fir ^ 252 92 \ \ ! \ S,o/ !� CC O q IRF N 6R A68 'S'q 6e R•. \ O OB. OB qNO B<. , `90 \ <or IRF \ `S Gq sB S" Q .. IRF \ l� °� N 6 90-6D IRF AT 2523' \ o A C,�N<' \ REF - DB 498 O>os S6 0<Tp PG 214 O \ IRF AT 175.27"S s�/S 9S<p!<q / v v F IRF s IRF 60. / FORFS? 0/q! 20' DRAINAGE EASEMENT--1 C6.,�.,`- IRF DB 707 PG 149 // \>D]GpFss F /l/E / IRS AT 65353' \s" /y VG 14g `SekelN TOT9l / RRS. C8 IRS U6 RRS_ o 90-6C \, m ✓ENNIFER SUE MINOR TRUST 10 DB 3097 PG 438 \ . DB 1940 PG 186 PLAT - DB 754 PG 58 90-6C ✓ENNIFER SUE MINOR TRUST DB 3091 PG 438 REF. DS 4658 PG 211 c:Wsemlemilytenhold assodates dropboxkanhold team foldedpmjeclaWswit mM01_cadW2_sheets%-123 survey-0etail.dwg \\ 20' DRAINAGE EASEMENT / DB 707 PG 149 -L14 R r � oQ o A I "m m� A IA W m � � a t n W w 1�Nm IRF AT I454.64' E V � 0 IRF k6k s >j26g/ E SG� ?,-Q 98, IRF 90-6C ✓ENNIFER SUE MINOR TRUST DS 3091 PG 438 PLAT - DB 3091 PG 444 "POIN T E" POINT IN THE CENTERLINE OF THE STREAM N \90-6A Ss2S VIRGIN/A POLO, INC. �s \ DB 4547 PG 29 \ s 132258 F \ 9j'9 )B iTiF UNFJ THE PROPERTY LINE FOLLOWS _ THE MEANDERS OF THE CENTERLINE OF THE STREAM 1 FRnAd "PnIA/T F" M "PnIAIT F' J THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF 'BISCUIT RUN` FROM POINT F" TO POINT G" POINT F" POINT AT THE INTERSECTION OF THE �0 POINT IN THE CENTERLINE OF "BISCUIT RUN" i L ry% Q N: 3883031. 19 I \ 'POINT H" \ POINT /N THE \ CENTERL/NE OF 'BISCUIT RUN' S 8346'15" E' S3595' TOTAL IRF A T 502.22' \ CMF 90-6D REF - DB 498 PG 214 ALBEMARLE COUNTY CLIENT / 401 MCINTIRE ROAD O� CHARLOTTESVI LLE, VA 22901 ADDRESS h \ / \ BISCUIT RUN THE PROPERTY FOLLOWS \ THE MEANDERS OF THE CENTERLINE OF 'BISCUIT RUN" PHASE 1A, ENTRANCE FROM 'POINT H' TO 'POINT /" POINT IN THE AND PARKING PROJECT CENTERLINE OF 'BISCUIT RUN" WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 THE PROPERTY LINE FOLLOWS THE 434.882.3420 MEANDERS OF THE anholdla.com CENTERLINE Of "BISCUIT RUN" ' FROM 'POINT H" POINT IN THE TO 'POINTT" CENTERLINE OF I 'BISCUIT RUN" IRF A T 63. J POINT I„ POINT IN THE CENTERLINE OF "BISCUIT RUN" 90-6D REF - DB 498 PG 214 IRF N 3233'37" E N 52'16'49" E 191.97' 51.21' IRF N 3750105" W / 182.55' IRF N 00 4548" W 69. 152.45' �� 26p3S RS22"< �TOTq/J #?F REF - DB 535 PG 329 "WELL LOT NO. 5" 0 100 200 400 ©Anhold As rates 2023 LTH P OF �,03/24/23 2� DAVID T. ANHOLD Y 9 Lic. No. 00311 G SC,OE ARC�,1w DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPO AMENDMENT 03.24.23 SCALE: 1" = 200' SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL WEST SHEET NUMBER: S-123 March 24, 2023 Sheet 07 of 42 CURVE TABLE CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING CIO 208,01, 929.12' 40927' 405,,97' N 40°48'03' E C11 8779' 4816,33' 175,56' 175,55' N 54 °2752' E C12 19322' 1158,71' 382, 92' 381.18' N 46°02'28' E C13 99.54' 4953.96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994,16' 25586' 25515' N 46°14'57' E C15 79,34' 359..10' 156,16' 154,93' N 46°58'00' E C16 52,01' 739,28' 10385' 1 103,76' N 30°2658' E C17 97 87' 525. 09' 193 51' 192, 42' N 48 °14'06' E C18 124,65' 475,,00' 243,80' 241,13' N 52°2246' E C19 170,10' 575,,00' 330,76' 32622' N 50°3615' E C20 129,28' 625.00' 254,97' 253P1' N 45°48'44' E C23 123,45' 2985,,00' 246,76' 246,69' N 71°18'12' W C24 104,01' 1215 00' 207,51' 207.26' N 73°4941' W C25 51, 08' 585, 00' 101, 90' 101, 77' S 78 °0219' E C26 74,43' 585,,00' 148,05' 147,,66' N 89°4317' E C27 98.33' 41500' 193,11' 191.3T S 84 °ll'53' E C28 29.26' 400,00' 58,42' 58,37' N 20°34'46' E C29 5332' 900,00' 106.52' 106,46' N 21°2224' E L INE T14BL E LINE BEARING DISTANCE L26 N 53°25'12' E 26730' L27 N 55°3031' E ?06,89' L 28 N 36 °34 26' E 146, 85' L29 N 38°5234' E 78,15' L 30 S 33 °2728' E 25.00' L31 N 58°2756' E 48,79' L32 N 80°19'51' E 69,64' L33 N 46°0311' E 8732, L 34 N 30 °42 24' W 30, 00' L 35 N 59 °2734' E 1588' L 36 N 34 °28 25' E 62, 94' L 37 N 26 °25'30' E 8, 05' L38 S 63°34'15' E 35,,00' L 39 N 26 °2545' E 131, 75' L40 S 12°06'49' W 424,28' L41 S 17°4918' W 270,93' L 42 S 64 °23'05' E 377 36' L43 N 44°3558' E 573.78' L44 N 12°4910' E 145,,06' L45 N 10°2529' W 139.51' L46 S 64°06'27' E 36,57' L47 N 25°5333' E 200.00' L 48 N 64 °06 27' W 100, 00, L 49 S 25°5333' W 50, 97' L50 N 30°4018' W 98.23' L 51 N 37°II 25' W 25,,12' L52 N 58-47'40- E IIL53' L53 N 57°2957' E 24.88' L 54 S 02 °2541' E 55,72' L55 S 26'1617' W 24.12' L 56 S 58 °53 29' E 59, 67' L57 S 62°4158' E 159,15, L 58 N 26 °1751' E 56, 50' L 59 S 26 °07'40' W 90, 65' L64 N 73°40'17' W 195,42' L65 S 83°01'43' E 155,97' L66 N 82°2817' E 29226' L67 N 81°5849` E 42.05' �1 �I I 1 O y\PA (TOTAL) 6� 0 IRF AT // F OT��G h0 15.00' �1h �6k ,ON11/ IRF . LJ4 (TOTAL) L 30 / i lRF AT IN J" IRF TOTAL) 15.00, POINT IN THE -� CENTERLINE OF 1� THE STREAM /z IRF AT 75.00' /� b SIGHT EASEMENT v DB 2653 PG 586 POINT IN THE CENTERLINE OF THE STREAM 90-5 REF - DB 237 PG 266 REF - DB 115 PG 293 �25 II c.Ws mlemilyanholdassodatesdmpboxl nholdteamt iderprojectsWsWtmn101_cafttlst sla-124survey-detail.tivg 90A1-1E SOUTHWOOD CHARLOTTESVILLE, LLC. DB 4773 PG 328 L EGEND I \ "OAK HILL" "OAK HILL" IRF - IRON ROD FOUND IRS - IRON ROD SET 9ASECTION 2 - BLOCK C SECTION 2 -BLOCK D WELLMAN A. A. HASH PLAT - DB 362 PG 22 PLAT - DB 362 PG 22 IPF - IRON PIPE FOUND AND ✓OYCE W. HASH RRS - RAILROAD SPIKE \ D8 363 PG 327 9OA-C-5 9OA-D-5 DH - DRILL HOLE \ PLAT DB 362 PG 22 ARLEN E POWELL CHERRIE R. WAXMAN CMF - CONCRETE MONUMENT FOUND 'LOT 1" "OAK HILL" DB 653 PG 458 DB 1655 PG 585 FENCE i SECTION 2 - BLOCK F PLAT ^- DB 517 PG 407 "LOT 5" STONE WALL L53 IRF / j / PLAT DB 362 PG 22 "LOT 5" STREAM OR BRANCH / / 904-D-4 - OVERHEAD UTILITY lRF / / 90A-D-5 "OAK HILL" MATTHEW C. AT LEE / L54 DARED C BARBER PHASE 3 AND BRITTNEY A. AT LEE - WOODEN UTILITY POLE GAG/ j lRF n AND ✓ULIE BARBER PLA T - DB 2932 PG 70 DB 4519 PG 573 DB 4685 PG 22 "LOT 4" `fl PLAT - DB 362 PG 22 90A-1-13 a "LOT 6" STEPHEN A. MCELFRESH 90A-D-3 AND STEPHANIE BLANCH OB 3304 PG 672 KAROL YN ANN KINANE � / 'LOT 13" AND PETER N. DOW DB 5288 PG 738 lRF 90A-1-Al "LOT 3" 9OA-D-5 OAK HILL PROPERTY OWNERS 0 F,P'7 �N '� / 'LOT 5" ASSOCIATION, INC. 90A-D-2 90A-2 "�. // �4�U5 �� G �� DB 3515 PG 490 VAN E GRIFFITH THE COVENANT SCHOOL �� // y Q� QG P5 �� @, � / 90A-1-12 AND ERIKA F. LOPEZ DB 1755 PG 773 �"5 / /Q(� �G h G �p k�0 DB 5368 PG 272 PLAT DB 1755 PG 175-176 ///�G�5�1N� A,�Q\��QG 9OA-D-4 AND LAUREN C. PENNIMAN "LOT 2'" "LOT 4" DB 4914 PG 522 PLAT DS 3270 PG 371-372 90A-D-1A ,F.G'y 'LOT 12' ✓AIMEE FINNAN GL. FINNAN 90A-D-3 / `T��O� B G 13 PLA TDB 4 5PC 433 'LOT 3" "LOT IA" 90A-D-1B 9OA-D-2 ✓ORDAN S. LEAHY AND LINDSEY A. LEAHY lRF // "LOT 2" DB 5025 PG 626 20' UTL/TY / /Q�/ PLAT - DB 405 PG 433 EASEMENT 9�q\D\ /�\/ SECTIONA2 - BLOCK C "LOT 1B" DB 4048 PG 731 9 PLAT - DB 362 PG 22 METAL oq\ pQ// / O� F "OAK HILL" IRE �� 7-POST<oT �B / PHASE 3 S ' S •' / / PLA T - DB 2932 PG 70 \� / i �� 2o9`Si�•' /RSI 90A-C-5 \ �o \ 20' SANITARY G/ i 2Q I S J 1L55 "LOT 5" SEWER EASEMENT / / l pb, 9OA-1-13 .� \ 2 � = o \ DB 2984 PG 683 /R"LOT 13" IP o, �� / / 2 SANITARY T 90A-1-12 rn� �� 011 /// SEWE263AP M p5 462 \ ///CULIRDEI SAC lRF S6J,o. c'�PIRS S, "LOT 12" DB OB 2631 // \FRAME Diu off' 6js INGRESS/EGRESS w c lRF / / / PLAr / 1 GARAGE�9' F 2 Bss•- EASEMENT >C,a`�c� 52 / / DB 469 PG 435 \ �-� IRF L /% / — — _ IRF L58 L51 20 WATER L/A/ // BLOCK IRF i EASEMENT �� /j \ PERMANENT ACCESS 0 PERMANENT ACCESS EASEMENT DB 2631 PG 475 PLAT - DB 2631 PG 462 / / IRF A T 73 32' / IRF "POINT K" IRF m r- r a' SE�E�t � DER �g0 kg2 5 P G P0�/.' SPo08?0 7 E 20 T 3E) IRE AT 74.28' S 3>. SR f 6� s isb, Sp- �22 j %pTq PLP/� ' Z q.9 CIE LIN POINT AT THE 6 9 54 POINT IN THE / CENTERLINE OF THE STEAM "POINT IN THE CENTERLINE OF THE STREAM THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM "POINT ✓"" TO POINT K" C26 INTERSECTION OF THE STREAMS WELL IRFIV WELL HOUSE DB 456 PG 639-640 \ \ EASEMENT E 0g'/ / i i / DB 2631 PG 475 \ 01 i 1! / j �N" �_ PLAT - DB (19.77) E 2631 CUE , 114 763274 15C S / ulT R / \ PG 462 LRF E' 14793273 \ 90A-7A REF- OB 3270 PG 368 "WELL LOT NO. 2" lRF PLAT - DB 456 PG 640 "WELL LOT NO. 4" O � ry �. ti N FRAME = SHED 6�t9 (�OTpL) lRF I/ 30�'9g IRF /90A1-1 l REF - DB 664 / PG 447 / GG 9OA7-7 REF - DB 664 PG 447 90A-3 REF N OB 505 PG 557 0� \ "BISCUIT RUN" 1 I89.877 A CRES \ \ 'POINT H" \ PONN THE CENTTEE I \ RLINE OF BISCUIT RUN" E 535 95' (TOTAL IRF AT 502.22' \ 90-6D\ • REF - DB 49898 PG 214 1 v �ti \ yam... O rn h / THE PROPERTY LINE FOLLOWS \ THE MEANDERS OF THE CENTERLINE OF 'BISCUIT RUN" FROM 'POINT H" TO 'POINT N" POINT IN THE CENTERLINE OF BISCUIT RUN" THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF "R14(-///T RI/A/ j „BISCUIT RUN 99 1189.877 A CRES 90A-3 REF - DB 505 PG 557 9OA-3 REF - DB 505 PG 557 v IN PINE STUMP Oyu '7 90C-A5 CREEK P. U.D. ti0h HOME OWNERS ASSOCIATION, INC. CO DB 1152 PG 563 PLAT - DB 1042 PG 411 'MILL CREEK" PHASE 1 - SECTION 4 "OPEN SPACE" 90-38 THE PIEDMONT ENVIRONMENTAL COUNCIL TALL IRF DB 4819 PG 408 PLAT - DB 664 PG 461 90-37 ✓AMES MICHAEL HERNDON DB 4385 PG 392 PLAT - DB 188 PG 543 90C1-1-A5 MILL CREEK PHASE TWO P.U.D. HOME OWNERS ASSOCIATION, INC DB 1732 PG 178 PLAT - DS 1336 PG 51 "MILL CREEK" PHASE 2 - SECTION 7 "OPEN SPACE" —� 90CI-7-746 MARK H HAEFELE AND HILARY BART-SMITH DB 2242 PG 242 PLAT - DB 1336 PG 57 'VILL CREEK' PHASE 2 - SECTION 7 "LOT 146" / / 1 SHED S F � 20 66j TOT ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com 0LTH6;71%P) 3/24/23 DAVID T. ANHOLD a r1l Lic. No. 00311 G w APE DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPOAMENDMENT 03.24.23 SCALE: 1" = 200' N SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL NORTH 0 100 200 400 90c1-1-A3 SHEET NUMBER: MILL CREEK PHASE TWO P.U.D. HOME OWNERS ASSOCIATION, INC. DB D3 16 601 S-124 PLAT " OB CREEK" " 522 "MILL CREEK" PHASE 2 - SECTION 6 DATE: "OPEN SPACE" March 24, 2023 O Anhold Associates 2023 Sheet 08 of 42 HATCHING KEY r TREE CLEARING NOTES: -- - 1) EXISTING WOODLANDS AND FORESTED AREAS VARY _ _ I \ / I -_6 _ \ 0,- WITHIN THE LIMITS OF DISTURBANCE. MUCH OF THE 2 FORESTAREACONSISTSOFPIONEERTREESPECIES STEEPSLOPES-PRESERVED -_ 11 %', _ C _ - GROWING IN A DENSE THICKET. THERE ARE GROVES OF -' LARGER TREES. THERE ARE MOWED TRAIL AND UTILITY I \ _/ 1 EASEMENT AREAS. CONTRACTOR TO VERIFY EXACT STEEP SLOPES - MANAGED ' " " - ---- I \ __ VEGETATIVE CONDITONS PRIOR TO BEGINNING WORK. _ I -- - 1 11 \ 1\ - - _ ,�__ 2) EXISTING TREE AND FOREST VEGETATION CLEARING TREE & FOREST DEMOLITION \\ \ / - - WORK SHALL BE PERFORMED WITH SAWS AND FOREST /--------------' i 1 \ ` WITHIN PARK PROPERTY _ I MULCHING EQUIPMENT ONLY IN ORDER TO MINIMIZE SOIL - I 11 \\ _____ DISTURBANCE. TRUNKS SHALL BE CUT ABOVE GROUND TREE & FOREST DEMOLITION f \\ \\ LEVEL AND ALL VEGETATION SHALL BE CHIPPED OR ___--550 I I \` - _ _ - WITHIN VDOT R.O.W. PROPERTY I, GROUND AND THEN SPREAD ON SITE AS MULCH AS THE PRIMARY EROSION AND SEDIMENT CONTROL MEASURE. W W W /' I I \`\ / sl p-- _ - DELINEATED WETLAND AREAS 1 \ - 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, I i / f_ OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR i \ SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT 11 / I /` MINIMIZES SITE DISTURBANCE \ / - ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 /a19191 j *IV , - 7,� _-_1 4) NO TREE CLEARING WORK SHALL BE PERFORMED - ; i i OUTSIDE THE LIMITS OF CLEARING. \ I \ % - , , , , - + - BISC -- -� 5 THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR � ,= I I '� \ '� '�, �` � �` / -- _ --__ _ -__ A� E II _ _ f,I_ PHASE 1 NTRANCE OBTAINING ALL NECESSARY FEDERAL, STATE, AND COUNTY __-'' // _ PROJECT LIMITS -. ; - �� / \ PERMITS PRIOR TO BEGINNING ANY WORK ON SITE. —_ %/ \ \ {\ / AND PARKING PROJECT /'' �� i / ` _ _ _ - 6) OWNER SHALL BE RESPONSIBLE FOR FLAGGING THE // , �zI i \ 'F` / -- -___ l ___ EXACT LIMITS OF TREE AND FOREST CLEARING IN THE ,- ' �T� / _ / /-600__- - WPO - AMENDMENT -------- ;� FIELD. THE LIMITS OF CLEARING ARE BASED ON A SURVEY ___- ' / _ -- LIMITS OF CLEARING,,--__ , PREPARED IN FEB. 2020. THE LIMITS OF EXISTING I \, EXISTING-DRAINAGL DIVIDE, TYPICAL. (LO.C:}[YPICAL WOODLAND MAY BE SLIGHTLY DIFFERENT THAN WHAT IS /� 1 \ / `. SEE CIVIL PLANS FOR FULL EXTENTS' SHOWN ON THE PLANS. THERE MAY BE NEW SMALL OR %/ II I �, At�AAREA SUMMARY. \\ / --- AN HOLD ASSOCIATES SPECIMEN TREES THAT ARE NOT SHOWN ON THE SURVEY. _-- - _-- \ - �� T PRd IECT_LIMITS - THE OWNER AND CONTRACTOR SHALL CAREFULLY INSPECT //0Gt '"' ; \\ \ \\ - 8311 Rockfish Gap Turnpike THE AREA OF DISTURBANCE SHOWN IN ORDER TO •.�� \ / \ _- / / Greenwood, VA 22943 DETERMINE EXACT FIELD CONDITIONS. IT IS THE OWNERS f/ -- -_ -- - AND CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY _ _ q0' �\ LIMITS OF CLEARING, / -_____________ 7__5 �_-'" / / 11---------------------J-----1--, "---"------- - - _--/ ___o_,(_/-__I_,- _�_-1 / -- -_ --- /- ,----_-_-/--_--__--__---_-_----_----------------------�--_-----__- --_- ---_----_--_--_--_-_-_ -_1-_�-_-_ / -"/ -, /1-II/�,,",, - "" 'I � "" I -I "", ,-, �"I, �\,/,'""I "II,I-� I" 'I.- ,-\,' "/,,-"I,�,-_I ",<,1 _"'-/� _, ," 1 I11"1,, �� I '"I, I -I, �" x�,"I",I,"II�, '1,, , ,1,/�I "I",, " ",,,�/�I/,� " ,,�III """ >//� I�/, I111, , "," ,, I -/�� ,�I /," ,__, _�/ -,, " I�/, / / `` -1 L.O.C. AND CLEAR/CUT ALL TREES AND FOREST AREAS, WITHIN /, \ (L.b,C.) TYPICAL'_ _ _ _ _ _ — 434.882.3420 THE LIMITS OF CLEARING, THAT MIGHT IMPACT THE - /" I \ T I_ anholdla.com___j_�_ ,I ,,LONG-EARED BAT ENVIRONMENTAL REGULATIONS.11 I \ �v `` / "z7) DUE TO ENVIRONMENTAL REGULATIONS ASSOCIATED , I I "_,� / I-'----___ WITH PROTECTING ENDANGERED NORTHERN LONG-EARED ,'�7 I v `•, v BATS, NO TREE REMOVAL / CLEARING IS PERMITTED ( ,, 1 i _________________590\ - /_BETWEEN APRIL 1ST AND NOVEMBER 14TH. P ,/ 0 /' i N � /'_'�/ - / \ -- IO ,-- II F G D AR DENO S TS OF ------ - _ RAYE �A TD, LIMI \ vvv - -- _ - - __J \ '' ------- \ ARK PER CA -- - -I TREE CL�ARING ON EXISTII+IG ` \ - P P�20 TY T1YPI L`, ,� vv Av / _ "--- DGE OF EXI-- __- -- - - ' I �\ \ , -- - - --- -- - FOR PICAL - i N' I I ', v `v � - E$TED AREA, TY j --- ' A- ,�,- WETLANDS BUFFER. NO CLEARING OR ' TJREE CLEARING ONLY! I / _— � `vv - `N\ � -- - - -'� _ - - ---------------- - -- _^_ �\ _ EDGEOFiEISTING DISBUR CE PE MILTED WITHIN MUCH ALL AREAS WITHIN _ y - �j - ,-' " moo. THIS AREA PRIER To OWNER OBTAINING \ / i � � _ — � 0 �. FORESTED AREA, TYPICAL ,-' T ITS OF E _ — — — - — s8 S P _ — 'LBC. — T ALL PERMIT ICAL y ' _ - -- - 1- _ -- -- --- HE f;IM iL AR�iVG �� - -' _ \ \ �� --- --- ---- i I v, r , j I ' -- - - - I; I' /-- -- ------ -_- _ \ - - - - _ -__ - ___ ---- , ' -''' % - - - - - NON WOODLAND AREAS CO I Y.�•O_ QRTREEDCLEARING QN EXISTIING -- DRAINIAGE DIVID�TYPICALNSEE_QIVIL ' NSIST OF MOWED TRAILS, __ \ ` PARK PROPERTY, TYPICAL. PLANS FOR FULL EXTENTS AND AREA --_� ( NEER E ES CONTRA R B \\ ---- ---- - UMM - __PIEDMONT PRAIRIE VEGETATION, UNDER STORY SH S, Y. -_ ANb SMALL P O SP C, THE CTO AND --- - - / - -_ D - ', \ OV�'N R SHAL' VERIFY EXACT FIELD CONDITIONS AN `\ -_ - v 1` I j CL�AR ALL TREES THAT MAY IMPACT BAT HABITAT \ - -----' - 5j0 ' /1-, -,/-�-� �-_---"--l--",- ,-I -I-I -zI-(3 "I:,/ L_' _, / - 0 �-1 �bI-� / 1�D -_I-_----� I -� -1-I---- ____-_-��, 1 �/(/-�4 1I, I\�I,'1I\1 �I � ,-I I�-�_ I I -I -II- , -I--- - _,_ ,_ `_-_-z\_�--_--.-\-.-------- I ' '36 _ r J _ ,-' � I R ULATIONS,,TYPICAL. \ � ', ''---------- ,.-'� 'I,, - ,, \\ --- -- "-- "- '- U i ,V- I� i' V _ _ �_ "/" ," ,,, I ;� N` _ " - ----- -------------- Y_ _____ _, - v` t / TREE CLEARING ONL --- / a " _ / 1 - - \__ --- - 1 ---- _ / THE LIMI- IN ___ , , w - ---- / -"" - TS OF CLEAR 1 / , / EXISTING DELINEATED � -- \ - 0\ - I _ -------- WETLANDS SHALL NOT " I, \\ --- - - - BE DISTURBED // \ rrL--- / I I =- v v-------- ----- - n -- " _ - ----- -- ---- - - 1 I W IJMITS OF 6lEARING, "" ; % W (L.� C.) TYPICAL--__ _ I=i ----- --- , , , , I _ _ __ _ v- 1 — __ __ / ' / �\ __ I / --- - \ - - ---- ___ - - -- i "' " ^-, i APPROXIMATELY 35' WETLANDS BUFFER.; \ I I, ` ` 60 I �" v W; PO �IARING OR DISTURBANCE IS ' v - WITHIN T R i -- ----\---------- - --- /, , W , , / �', /'. '" --- __ ____-__ ` � I/ --------- ' %---------- � _-_ D HI$ A EA. TYPICAL o / I " \ \ �= _ - " v � - - �C i , - _ _ -____ I p _ __ ---- i --- ,/ 0 i - '' 6\ - `\ STEEP SLOPES -PRESERVED TYPICAL, ,-' , '-- � W m i � / INSTALL SAFETY FENCE ('SAF) AS SHOWN. I ______-__-_- SEE STEEP$LQR'ESIE€ -----_/- NO LEARING WORK SHA TA __ - __ __ LL KE P E / / v LAIC ' ,- i � - �; W ��- �I � /�' BE ND THE F�NCE WIThiOUT,'WRI I / /• - --- \` '-- ------ - -- -_ ---' -- N`� , I / v - - , TT N % / ! v. No I PERMISSION OF THE OWNER:, ` ' _------------------------- I LTH ----- T NI o Li A ¢ - - / / / - v I \ 11 ��O - \\ -- -- - -SSO-- - \ O02/10/23 __-4-_--, -/�N' /:/ / W v- Ill, \ I vv--'---- 0 - __- ---- --- v 11 , w v, \ / GRAYED AREA DENOTES L`,IMITS OF vv / �V-- _--- ------ v - 4 ` -- I� �1�1____ --------N( ,- /1-,-1 "-/ / ,�" �, ,I 1"� �,, "-1,,," 1,, ,I ,-I I ,," , /�, , ,/�" ,�II-, , , I / , , ", " /I, / ,I� ,""I/" /,"_------- o' / v _"w _ _ DAVID T. ANHOLD 9 TREE CLEARING ON EXISTING , U v v- I PARK PROPERTY, TYP CAL. _ --- ----- - _ - (/ - - , \ / -- --_ Yk W No V \ \ - FRONT YET -SE - d ----- _ Ck,= 7 SCAPE RG� Y \\ \ TBA g A � / / `I V \\ /' ---- 1 \ I\ yX CONTRACTOR -SHALL NOT,DAMAGE OR "ADVERSELY - `\ - ' � \ v ` / - AFFE TANYEXI TIN -- --__ _--- ''Y w \\ --- __''' t -- C S G UTILfTY POL1sS, UTI4ITIES, �-__-___ ---_ 1 / ' OR ANY BUILT INFRASTRUCTURE WI \HIN THE \\\_-_ iIN ' A HATCH AREA'QENOTES LIMITS'OF DELINEATEQ WETLANQS. /'', TREE CLEARTfVG ONLY! PROJEETLIMiT$._______\\ \ ,IW I NO CLEARING 1S ALLOWED PRIOR TO\HE OWNER I" \\ \ \\ DAVIDT.ANHOLD __ v, ", / OBTAINING ALL REQUIRED WETLXND PERMITS PRIOR TO / / MULCH ALL AREAS WITHIN \1-'' /% I \\ \\ -� �' ; ` VA LICENSED LANDSCAPE ARCHITECT , " - \ MARCH 3T, 2023.\ Vy THE LIMITS OF CLEARING. I - - — - �" / `----- ucNo.00sii - ---' d v W \ \\\ \ / 11 /'' FRONT YAR SETBACK a5 — AO\ EDGE OF EXISTING \' ----- REVISION: 1 UTURECLEARING LIMIT O% WETL�ND __ ' 1 \ -_ 1 G GAT D AR PICAL % \ -- ,AREA BASED ON PR S D;DOMINI N I \ I / GRAYED AREA DENOTES LIMITS OF ___- - OFt EXIS /' I) NO. DESCRIPTION DATE / RESTE EA TY �, CO TRACT SHALLI USE TIN AND --" UTILITY EASEMENT C NG RT.%20. NOI I I 1 EXISTINGTRE-E AND VEGETATION �% TY RR9DOR OR INITIAL SITE, - _ WETLAND CLE- G HAY L ' CCUR WEST OF � ------ CLEARING ON EXISTING PARK 3 P ----- ,.� MO UTILI P E CO \ — IMITS 01 REV WPOCLEARING 02.27.23 ' THIS LINE. O S i{LL FAIN ALL \I PROPERTY, TYPICAL. AC AND;EQUI ENT MbBILIZATION.' SEE - /' (i�E EE CLE{ARING ONLY,, ,- TR I 6 \\ SHEET,C-110, E&S PLAN FOR EXACT �� lQ PERMITS P R TO Y'C ING WO K. / ---- - MUL�H ALL' REAS ITN �� \ ESL __ - `Ms�_ W CONSTRUCTION ENTFL4NC OCATION \ 1 __ - _ ' = W .v`- W' T E LIMITS OF LEA ING. \ --- - _ - ____ - , F Y u - - ,w -,=,� �' I �,- II L. C. I� 1, - F2323 - -- I ; I ------ - �I - - � / / T � / PERTLINE v — AVON REEL W ' � /. _-- �_— I ------- _ - _ ,y r `, / y/ - _— / A - �� - �_-- , ' , _ _ _ ____________________-__ ---- - - - - , II I ,'1- .y ' I/" , , / I I ' , —�—"---__ — _ ----_---__----------------- \ — / / --- --- __\, — \' HATCH;AREA DENOTES/LIMITS OF DELINEATED WETLANDS. -'- F2323 / __ - 530------_ __ i _ - " u I 1 NO CLEARING IS ALLO TO THE 0 --- -1 --"' t• _ - ---� - " / TA49 `(:�`�II I I1,, 1, -____ ��.-I-�,- -IIII m _ \ STEEP SLOPES - PRESERV€B, TYPICAL. \, �? ----__ \ - I I ED PERMI P RMITS ARC � i - - " \ / / I T S ST--EE-P-SLOPES-KEY _- - -- , �' / F2323--""-"" _ ;TREE CLLEAWING ONLY �� ,_- ; \ OBTAINED RIOR TO ARCH 31, 21023 THE CONTRACTOR" - o - -- r � m I SHALL CL f2 ALL TREhS BETWEEN SECONDARY CLEARING �' - -1A REA� - W CH ALL A WIT.W. C`; - \\ O v. 1 LIMITS AND RT. 20 PAVEMENT N0 RING SHALLBE13 - _-------- - \ \ I I/ter 1 gyp` W / W <fiJ- _ _ _ / ____ _ _ u PERFiORMED AFTER MARCH 31ST ' TT,LI1V�_�} CLEARING, ! i ,1 \ W 2 -- - v, �' I _ _ _ - - _ < ) \ - _ ITS OF CLEARING, - ----------------- O / I I / �, LIM i m � OM - _-(L.O.C.) TYPICAL - , / `, - \ - _ - - C� - - -- EDGE OF EXISTING -GRAVEL ( 1 111� - -_ I W - - - ---------- --- - SHOULDER ) - v- --- -" " ---- ----- _- ----- ------ --------- -- \ �_ \ STOP \ _ - ; _ - _ - - I __ -_ - m _ _ '- - / - I/ - �b.C. / 11 i EDGE OF EXIST'ING ROAD PAVEMENT HATCHED AREA DENOTES LIMITS OF TREE JL--- II_ f r EXISTING DRAINEDIVIDE,TYPIA oe \� STEEP SLOPES - MANAGED, TYPICAL. ' E�0I I CLEARING WITHIN THE EXISTING VDO,T ROW, SEE CIVIL PLANS FOR FULL EXTENTS ' / eER � — — — , TYPICAL 1 I AND AREA SUMMARY. I I SCALE: „ Z /% ' `\ SEE STEEP SLOPES KEY. i 1 = 30 NTUIM0 LIMITS FARING, \ \ i — — —\ II ' (L. TYPICAL _ - ' _____ ------ \ - — — — — — — J-- I SHEET NAME: \� __ - -- ---- - - - _ ---------- -- -- - ------------- - - - - . - _ _- --- ----- - X - - - --- --- -- - - - - -- --- - - -- -- - -- - - — -- - - - - - F --- --- _ �'- - - - _ - --- - ---- -_-_-- ---- - - - _ - - - n '.+------------ - ---- - P - -- - - ` = , - ------------------------_-_-_----_-------- - - - -- - --- - - - - —SECT LIM�Ts ------ C L A RII N G P LAN I N O TH - — — T �- --------- f�--------- - - _ ----__- - - - - - - - _ --- - - — -- ----- ------ ---- -- - - - - \ II 1, ,, I I" 1, , IV "----- ---/-/ /-/-/-/ / ------------------- - - - - - - - ___------------ ----------------------------- - - - - - - ---------------_------------ ---------------------------- --------------- -------------- -- - r ; I --------- ----------- ----- _- -- - ---- --- ---- --------------------------------- ------ ----- ----- - ----------------------- - --------- - ------ - V- -_ - - -- ---------- - - - - - -------- - -- ---------- ----- - - ___ -- --_ - ----- ----- X �__ ' - - - __--------- ---_ ------------------------------ --------- - - - - - __ --- -- =__ ------------ - - --- - 520 T X X - __ _ ___ ________ ___________ _ _______ _____ ______------ _-_-_-----------_----__-____-_ _ _ _-= ____ _ _ _ _ _____ ____ ___ - 0 �5 B0 - - 1 - - ----_---510----- -- -__--------------- - ----- - DATE March 24, 2023 ©Anhold Associates 2023 c:Wsem\david\anhold aswumes dropboxrenhold team bider\pmjectslbismit mn\01_wd\02_sheets\c100_exc m & demo.dvig Sheet 09 of 42 r Q PROJECT LIMiT$ �� - ` EDGE OF EXISTING . _ `LIMITS QF CLEARING, FORESTED AREA TYPICAL,, y (LO.C.) TYPICAL - - . - _ \ /_ ALBEMARLECOUNTY CLIENT i II, I i l J SHOW N.,E PLACEO 401 MCINTIRE ROAD ITTEN CHARLOTTESVILLE, VA 22901 ADDRESS -" - BISCUIT RUN v TREE -CLEAR G ONLY EXISTING DRAINAGE DIVIDE, TYPICAL. ----- // SEE -CIVIL PLANS FOR FULL EXtENTTS I MULCH ALL -AREA$ WITHIN / - PHASE 1A, ENTRANCE i / \ \ i / i AND ARFASUMMARY. f THR',,LIMITS OF CLEARING. / � ;' � AND PARKING PROJECT f _ 4'. ' __________I EY 6 AREA DENOTES LIMITS F I i / / / WPO-AMENDMENT EXISTING TREE AND VEGETATION , r,CLEARIf�G ON,EXISTING PARK PROPERTY, TYPICAL I ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, 22943 d V y I 434.882.3420 L.O.C. i i / anholdla.com , r --- --- OWN. A \ \- 1 FUTURE CLEARING LIMITS FOR WETLAND STEEP SLOPES - i AR E.BASED QNPFOPOSED DOMINION ------------ It 'STEEP DES KY'-' - -- ^ �� UTILITY EA8EMEN . NO WETLAND CLEARING \-------------- / PRESERVED � , �, I �-' ' STE SLOP SHALL OCCUR WEPT OF THIS LINE. OWNER L.. LIMITS OF CLEARING, --- SHALL OBTAIN ALL�PERMITS PRIOR TO ANY — r �� (L. .C.) TY - ---- - ! 1 CLEARING WORK.-------------------------- 0' LIMI OF EXISTING- __ \, \ _ \ ��' -----------------5t0- ... `P O `� O PICAL I r ATIOCLEARINGON \ �� ► / \ dECTLI - 'RGPERTY, TYPICAL. \ �— -� S00_ / MIT$ - `\ - CONTRACTOR SHSALL NOT DAMAGE OR ADVERSE Y - - ©C—RQN�1q� / \ \ AFFECT ANY EXI TING UTfhITY POLES, UTILITIES; - ,_____� ' �ETBq�;OR ANY BUILT INFRASTRUCTURE WITHIN THE I - 0, \ �� ' 75' PROJECT LIMITS. �' 9a\ CONTRACTOR SHALL NOT DAMAGE OR ADVERSELY '�� j \ HATCH AREA DENOTES LITtlIITS OF EXISTING WETLANDS NO CLEARING IS AFFECT ANY EXISTING UTILITY POLES, UTILITIES; L ALLOWED PRIORTO THE OWNER OBTAINING ALL REQUIRED PERMITS. IF OR ANY BUILT INFRASTRUCTURE WITHIN THE PERMITS ARE OBTA7P1ED PRIOR TO 1, 2023TFfE CONTRACTOR ' PROJECT LIM -- ________________ -- /� xe SHALL CLEAR ALL TREES AND FORE3TVEGTAfIONWITHIN THE-Af2EA THE CLEARING ONLY! \ AS,DIRECTED IN WRITING BY THE OWNER. O CLEARING SHALL BE ITs E CLE Y! I - ems` -' p -- � GREY DENOTES LIMITS ISTING ER MATCH - -- - ---- -- ,.: s >._. E RM FT H 31 MA ry I . \ _ -- - � MULCH AL AREA WITHIN EDA NOTE OF 11', ` RFO EDA � ST. 1� ------------------ -----� MU L S TREE AND VEGETATION CLEARING ON I , THE LIMITSOF CLEARING. - /,' EXISTINGPARK PROPERTY, TYPICAL:, \\ ��-_ L.O.C. _T — I — —,'— HATCHED AREA �EN6+ES.L1WIT�F (STING '_ - `� - VEGETATION CLEARING IN-T#E�' STEEP SLOPES - PR) SERVED, TYPICAL. EXISTING VDOTR 1 "- - - - _ LIMITS OF CLEARING` T _-____ ' .' SEE STEEP SLOPES KEY. APPROXIMATELY TLANDS BUF i ----- - - _ .. , Y �/ WE FER': ____ (LZ9: _ � � - __ - _ _ _ _ _____ _________ I I NO CLEARING OR DISBURBANCE IS -__ E EXISTING —�--� _ -_— _ _ �` � E� O� � � - - PERMITTED IN THIS AREA. TYPICAL ROADRdVEMENT� V �.� =� \ �GA IaSTALL SAFETY FENCE SAF) AS SHOWN. �RE�g \ NO CLEARING WORK SH LL TAKE PLACE \ X �_-- — _ BEHIND THEfEPLCE WIT OUT WRITTE • AM coff -I MRMLSSA X 0 �`� HATCHED AREA�EN6�ES �MIT� OF EXISTMG� T +� D VEGETATION CLEAR X PR1J, EC EXISTING - _ TYPICAL. ®- _- 0 _ ��- _ - - _ ---- _ _ ___ -- ----- -- - ------ — -------------- - ------------ -- LIMI ING, - ---- 7_ ` \ i - (L.O 1r'/'Fi�WCA1�_ X HATCHED AREA'0MMTES WM9.yy0F EXIST IO� O TREE ANDVEGETATN CLEARING WIT EKf�TING VDOT ROW -TYPICAL - - -------_ X EXISTING CONDITIONS & CLEARING PLAN SOUTH , , ---------- GREYED AREA DENOTES L1*T' S OF r EXISTING TREE AND VEGETATION ,CLEARING ON EXISTING PARK,,," PROPER,, TYPICAL. , TREE CLEAR( MOLCH'ALL AR THE LIMITS OF inn ------------ --------------------- --------------------- Y! )HIN NG. , , I, , I I I \ \ \ SLOPES TREE CLEARING NOTES: HATCHING KEY 1) EXISTING WOODLANDS AND FORESTED AREAS VARY WITHIN THE LIMITS OF CLEARING. MUCH OF THE FOREST AREA CONSISTS OF PIONEER TREE SPECIES GROWING IN A DENSE THICKET. THERE ARE GROVES OF LARGER TREES. THERE ARE MOWED TRAIL AND UTILITY EASEMENT AREAS. CONTRACTOR TO VERIFY EXACT VEGETATIVE CONDITONS PRIOR TO BEGINNING WORK. 2) EXISTING TREE AND FOREST VEGETATION CLEARING WORK SHALL BE PERFORMED WITH SAWS AND FOREST MULCHING EQUIPMENT ONLY IN ORDER TO MINIMIZE SOIL DISTURBANCE. TRUNKS SHALL BE CUT ABOVE GROUND LEVEL AND ALL VEGETATION SHALL BE CHIPPED OR GROUND AND THEN SPREAD ON SITE AS MULCH AS THE PRIMARY EROSION AND SEDIMENT CONTROL MEASURE. 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, W W W W W W OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT MINIMIZES SITE DISTURBANCE. 4) NO TREE CLEARING WORK SHALL BE PERFORMED OUTSIDE THE LIMITS OF CLEARING OR ON ANY ADJACENT PRIVATE PROPERTY. CONTRACTOR SHALL LOCATE ROW LINE ON EAST SIDE OF RT. 20 PRIOR TO BEGINNING WORK. 5) THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY FEDERAL, STATE, AND COUNTY PERMITS PRIOR TO BEGINNING ANY WORK ON SITE. 6) OWNER SHALL BE RESPONSIBLE FOR FLAGGING THE EXACT LIMITS OF TREE AND FOREST CLEARING IN THE FIELD. THE LIMITS OF CLEARING ARE BASED ON A SURVEY PREPARED IN FEB. 2020. THE LIMITS OF EXISTING WOODLAND MAY BE SLIGHTLY DIFFERENT THAN WHAT IS SHOWN ON THE PLANS. THERE MAY BE NEW SMALL OR SPECIMEN TREES THAT ARE NOT SHOWN ON THE SURVEY. THE OWNER AND CONTRACTOR SHALL CAREFULLY INSPECT THE AREA OF CLEARING SHOWN IN ORDER TO DETERMINE EXACT FIELD CONDITIONS. IT IS THE OWNERS AND CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY AND CUT/CLEAR ALL TREES AND FOREST AREAS, WITHIN THE LIMITS OF DISTURBANCE, THAT MIGHT IMPACT THE LONG-EARED BAT ENVIRONMENTAL REGULATIONS. 7) DUE TO ENVIRONMENTAL REGULATIONS ASSOCIATED WITH PROTECTING ENDANGERED NORTHERN LONG-EARED BATS, NO TREE REMOVAL / CLEARING IS PERMITTED BETWEEN APRIL 1STAND NOVEMBER 14TH. STEEP SLOPES - PRESERVED TREE & FOREST CLEARING WITHIN PARK PROPERTY TREE& FOREST CLEARING WITHIN VDOT R.O.W. PROPERTY DELINEATED WETLAND AREAS 0 15 30 60 N �Oep,LTH OF 7 02/10/23 DAVID T. ANHOLD 9 rY Lic. No. 00311 w LAP E ARG�/ DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: 1" = 30' SHEET NAME: EXISTING CONDITIONS & CLEARING PLAN SOUTH _=-__-_--------- ________________==_=_ EXISTING CONDITIONS & CLEARING PLAN SOUTH c:WsemWavid mhold assoomes dmpboxbnhold team older\pmjectsWismit mn\01_wNO2_sheetsW101_ex m&demo.dvig 0 15 30 60 IW4 N SHEET NUMBER: C-101 March 24, 2023 ©Anhold Associates 2023 Sheet 10 of 42 LEGEND - . , , , , , \\\ 11 1 \\ �� HATCH KEY SEE EROSION CONTROL DTL. SHT. / _'' -- I \ \ __ _ ___ -__ "- "- " ' STEEP SLOPES -PRESERVED . 11 1-1 // C E - - - " ----- CONSTRUCTION I \ O ENTRANCE -- ---- I STEEP SLOPES - MANAGED ,, ----------- , DA i ' \ • \ �� W W W ■ DUST CONTROL / W W DELINEATED WETLAND O-------------- - C .'' ' I I ,. \\ _ 1 i S 1 SILT FENCE ___550_ i � / O 7\ ALBEMARLE COUNTY I I I � CLIENT ,' r - I 401 MCINTIRE ROAD I P STORM DRAIN INLET PROTECTION SOIL TYPE REFERENCE NUMBER ;I. I i \\ `\\ / CHARLOTTESVILLE, VA 22901 O - SEE DRAINAGE MANUAL FOR -BOIL / , DESCRIPTIONS I11 11 ADDRESS TEMPORARY SEEDING - -- / i \ \ ,\DELINEATION LIN ' Ts - , '\ /x - -_ - BISCUIT RUN _------ /'� ,�11 + I11, 11, ,�1111, �,"_,_ '- PHASE 1A ENTRANCE ! �`� PRE -DEVELOPMENT _ / � - I CHECK DAM ,, D ;' i I PROJECT LIMITS �� DRAINAGE DIVIDE' TYPICAL. � CD IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'- ;' / �-y -�1. / PRE -DEVELOPMENT AND PARKING PROJECT i I / `\ `/_ / -DRAINAGE DIVIDE, TYPICAL. ��;I_ L.O.C. / - -so WPO AMENDMENT TEMPORARY DIVERSION 0/DIKE ,L - _ - (§O - ( EMITS OF C,t�ARING,-' -_------------- `'_ ' ' - - --- - - \ \ DUST CONTROL i II - - _ ^ I LIMITS OF`TREE CLEARING ANHOLD ASSOCIATES DC _ ..... _ , r ' , - ( Q ) ITS ' _ ♦ L. .0 �Rd IECT_LIM . O O. 8311 Rockfish Gap Turnpike SILT TRAP ---- %, / / i a �► / / - LIMITS OF CLEARING, l YRICAL . STIIIIGreenwood, 22943 , dV , ___-5 ( krI 1, / — — L.O.C. — 434.882.3420 _ anholdla.com CHECK DAM CULVERT ; \ `. - - � f ,' D ,i�Z_ CI 1 INLET PROTECTION ,, .- ,- ,' r �� ---- - -------- ---------------------- `i _�__ \\ \\ 11 \ / / --� _________EDGE Q�' ` I WOODLAND 70REMAIRI` r11 % ___ / D' ��, / / ` SA SAFETY FENCE i CD , • • ` '.`! - '/ -590 __ _ ` r /, vv o , �� /-- _ r • V �P BA N ------- /' / i ��`, EARLY T EAR TINP VVOOODLANO TFZ4 aOR\ \ 1?GE OF / / r EA TREE CLEARING Nf / Q WOOD CHIP MULCH ,' / SHALL VERIFY EXACT LOCATION. \\ V I I I _ (q4 - / D D --- �_ F F / I M \ /• \\\ _ REFERENCE NUMBER __ , NOTES: -- / 11 j > _- " ' / i i' \ TEMPO Y CULVERT TO BE ` / / 1. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF RAR / ! _ ,-' �,/ TEMPORARY SILT „ INSTAL4ED'FOR ACCESS To / __ /--"" _ ESC MEASURES NOT SHOWN IF DEEMED I TRAF� DRAINAGE AREA \NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE �'' ,\ I i (9 + �� STOCKPILE AI2EPt> . //ISEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. , , , i i -- - ' '1 1- ADDITIONAL ' �" _� 0 -- -- —`� - - - ( * I I - - ' / , i EXISTING SAFETY FENCE BASEb ON EARLY,-'' \\ ♦ ♦ �� • / - r TREE CL€f RING PROJESiT. CONTRACTOR / �ILF T-_ DRAINAGE - IIIIIIIII� SHALL VERI)?( EXACT LOCATION. ' ' j,_ - I 1 I I \ AREA = 14Cs �n y / EA 1 � RCS, ♦ \ 7 �' nn -----------1 DDGE EXISTING,WOODLAND BASED"ONI. _------ �.� G `, -\\\\' 4� C TS I / EARLY TREE CL RING-ESROJECT. CO TRACTOR \ ,,,-' \ r /__ •. EA N -' --- --- - .5� _ - B�A� VERIFY EXACfi LOCATION - / vu W - _ ......: -�- / � ---'' -- --- -- - _ . _ - ,� I i "Hp t i , -- �f ' _ ' I -----' S PF�600/ - '� 25 F'8 �� M Lf TS . .1 11 11 ,, m WOOD CHIP MULCH_&TEMPORARY _ / I 51 O ,�, r I '/ � \\ EDGE,OF EXISTING // -- --- 0• - `_ AREAS Wrr _ CLEA • � � I SEEDING SHALL BE INSTAtLEQON ALL I / 4/ /W \1', \ y DEAN REM r `� RING O / 1 ' l\ I We\ : SO1L-TY --- --_- - -`__ --- --- - D TO AtN DD NIJMITS OF � r Jl .- \ ! Ll I ' I 11 /; ` BOUNDA SILT TRAP #2 SEERETAILS. ---- --- --_- -- - w " \ _ - LJN� 2.60 A CRIES / -- " _ C - RY \ - I ----- , 11 Tm , \ pRAINAGE AREA JI / - ___ I. -.y - --_ - - /---_-_---, 11 _ IIIIIIIII,______ SILT TRAP DRAINAGE`\ ; - I '� \ �\\ � r �+ C s AREA 2'60 ACRES `\ ; - S r - _ OT _ _ IIIIIIII`f / f . LIMITS'OF EXISTING /," „W �� j 11 •'' 0=557.60' I M - - - ,J DELINEAT�D WETLANDS. NO v I / ' r---_-_-- �_ L j- ----------- B r DISTURBANCE IS ALLOWED' .w;, W I ------" ,55�1--------� \ _ _ - _--------- _ _ - - WITH©UT WRITTEN'OWNEp WI I. i ____ �`v - --------- , U 'TS \ W PEPMISS------------/ I " / "ION. -_ �� /W / _ % I WOOD CHIP MULCH & TEMPORARfil - W' v W EEDIWG SHALL BE INSTALLED ON ALL --- I 1,--------- ----- - \ = I 558 - , W W 1 i AREAS WITHIN LIMITS OF CLEARINCR -- 11 C� _ ------ \\` - i II- ----- II . t " - - , - -- -- -- '---- \ W - -_ �11 �11 = - - [ I 1� " " "W D I� --------------- Is , oW % -------------- W , , i 1 I I I . - \ - , W / W 4, / I I / _____ `\ ,-LIMITS OF SITE CLEARItJG'----------- \ 1'I I. 1 II P/ .y _ _ _ _ W W ,------------------ ;• - LTx of / � STEEP PES PRESERVED / ti �" w " W \ ♦', \ "- ' � '/ - ----- SOIL'TyPE \\ - _ "" I �� i /' 4 '�, I \ ♦♦ \ - �Q / /r -------- 55(), \ I,, ,�____/_ " __1 _� �,,�� , "I ", / / / r - O 03/24/23 W I W \ I t ' SILT TRAP, #1, SEE DETAILS. ------ C ' `-'-- - 1 *i \---------------- --- _ • . ---_ -------------- \ 'G� W W W / r ST DRAINAGE AREA = 2.60\ACRES2 _ O' . . ' / REFERENCE NUMB i / W _�' IW \\ ,' -__ --- -- -- \\-------- -r__ \ � AVIDT.ANHOLD a / -- _ _ '-' w \\ / /� O� \ // // U D / W W v �� \\ OI �� SOIL IY'PE ---_-- - - _ _ � Lic. No. 00311 ) ` --- C W I W \\ DELINEATION LINE '----------------\ - FRIII O ��d . . / w `� W W W \ o?p................. - - \ -'- _ �N�'fET SETB_C = 75 sCliP E1R1 / -1 // �,_ , " , , V� , , I 1( A ,, - 'V A _ , A A \ . 11, , , _ _ . . W , ` D C v �� @,' '------------ - CULV (tT #1 RAINAG� AREA\\ - , 0 0 / \ CD "--` '' W \ \\ \ O T rl EDGE OFTINGAIVOODLAICIDBASEDON AR=5.7y1AC R\ \ O ,' \\ DAVIDT.ANHOLD W\ O ,, I, �W /: \ �♦ �� L EARLY TREE CLEARING PROJECT. CONTRACTOR CN 60 � --\ VA LICENSED LANDSCAPE ARCHITECT ' W r ,' ,'""' W \ " H R CATI � LIC N0. 00311 5 ,8 ALL WE IFY-EXACT LO ON. TC $0 5 MIN' _- ' ,� W W / NEW FRONT 1(ARD �\ I V I U TS ; i Q10r5.2FRON S€ — S \ / - Oo _ ' NEVy FRONT YARQ __ 'I '\ \ " SETBACK = A )' — — I� T,, NEW FRONT YARD, ' T YAR RO 'I ; / II � — \\ �, ' SETBACK = 75' -' � I \ ;11 � _11, REVISION: ' / ROPOSEb PERMANENT D-SECTIONS 2 -- NO. DESCRIPTION DATE ' / P S EDNGSFFAWOOD CHIPEi BEFNSTf1LtfD ON P LL ♦ ♦ , 35 LF,U 15ERH #PE WI HEN @ .86%. - - ) EpGi✓OF EX1STiNG W W VDOT UTIL�TY AND - AREAS WITHIN LIMITS OF CLEARING ♦ ♦ INV. I'N = 515.�0' �E 1pA1TS I / j 01 WPO CLEARING 02.10.23 DD� =� — =—. _ VyObDLANDS. W 40MINION EASEMENT.', - - _ W � • I SEE ROADIPLANS 1 ' ----___ _________ // • ' I' INSTALL EC-� OUTLET PROTECTION _-' / _► �� /fie 02 WPOAMENDMENT 03 2423 W * , � � tIVASH A}ZEA S�DIE4IENT Q10 APACIYY = 11.�3 CFS, `\ EDGE OF EXISTING I MSP I l i �`' IIIIIIIIIIIIIIIII-� � � TRAP -F M1N DRY AREA / ' � WOODLAND TO REMAIN. /`___ CONC.� W DI - F.Y. W W I I I ` - ' / ; DEPTH VI 5' WIDE STONE' / \\\ P SOP. PERM. VDOT UTILITY !MSP �\6IINV. (528,70) -- W W -' /' I \ — . _ ; OVERFLOW WEIR: p i & OMI ION EA w �1 _ . — _ F2323 ----- W W - T � j — l — y O DOT ROW �� ' L. .0 I D N'\ _ r_a7 - - / SMENT 1` — — ' W j PROPOSE' NEW qD PLANS', CONTRACTOR SHALL MAPKALL-EXISTING - '------------ ggpp UNDARY LINE%SEE ROAD — W W W % ; PRO�'P. PERM. VDOT `, ��yTILITIES IN THE FIELD PRIOR TO BEGINNING '�� • �' ,� INSTP,eLL EC-1,RIP �'/\ I 11 `\ N / CI W-5 SfS; L5 W W ?00' H, O W W ,v i i UTI ITY & DOw1NI0N ANY /ORK.CONTRACTORSWORKSHALLNOT __�// LET /- \ ________--F�p€ RAP,AT EX.,dN R�(i1NE y— II%: W p ;'R� /' EAEMENT _ _ _ S ILLE� RO�D'w W ' ADVERSELY T ANY EXIST. UTILITIES. —------------ --- ----- -- -----------------STEEP_ PRESE Y / P,Pop. ,,�/ I : SLOPES SERVED // II'= •c � A VERSELY AFFECT S / 81 �__� /WPB PG 4 � W W W / i i -- F 23 i-- 51 PG 71J � - MI -- EAF R�- - r R� CHI/N� / GP `� \ t LIMITS OF CL / 9 W EXISTIN, SAF TY FENC BASED ON PLY /S-___ � " TREE CLEAR] G PROJECT. CONTRACTOR �� -IIIIIIgmm TA2 —'' 7 `\ --- -- " i INV. (526.55 / t. .E' W W O / SHALL VERIFY EXACT LOCATION. - --TA 13 ---" @ ' ` - - I I ,( \ y rr j W j I IEXISt. STEEP'` 5�9, -- _ __ _ - - -- - _ _ _ - _ \ Al- i ; CONC. DITCH ` -S v C WI WI / I 2 S�OPES'- PRE ERVED - __ _ - - HEA \\ 2 O I I � \ W OM - --- - EDGE OF EXISTING n I W W PRO ER lIe 'LINE \, , II , - _ - - - - _ _ _ - - - - - - -- - - - - - - - - - -- - --------------- F WOODLAND TO REMAIN. ' W W a - -- -- -- -- -- -- _ -- -- -- -- _ _ FOR ALL E&S MEASURES N THE I ST\�EEi+ n NV. (525.61) W, , - - - -- - - - -- -- -- -- -- - - - - - - - - -- -- - ---- R JCAL - W I , � __ __ __ _ _ _ _ _ ® J11111 _ ___ _ __ __ - _ - � \ `\ \ - - -- - - -- -- - _ - - - — �� STOP `\ \��I hMSP • .O.W. TYP � ' . , ' W \ • • ,_ _ _ _ __ _ . , —��-,p qq', - '''T� W 0----- %�� 40 LF - 15" HDPE VTpI€ND,-SECTIONS @ 3.75%. c FPJ —� - I - - \ \ I ------ rs - - - ��'� INV. IN - 517.50' EP,E OF EXIST. / a I _ - �b.C. I INV. OUT = 516.00' I / ( � I - - - - - - - ER peg\� i '1 I C E INSTALL EC-3 OUTLET PROTECTION. PRE -DEVELOPMENT _ ^I __-- ---- --- I NII SCALE: 111=301 0 — � V'l� E� Q10 CAPACITY = 13.55 CFS STEEP SLOPES - MANAGED DRAINAGE DIVIDE, TYPICAL. ,/ . / EDGE OF EXIST. PVMT. / . \ / \ C�JL Ri �DR�41NA6EAo�nIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIl �� C SHEET NAME: _ \ / ----- AREA=2.31AC IIIIIIIIIIIIIIIII,ENS PLA \____CN=65 II %� / - - . - - - 1 ------------�_ __ ---- --- - ---- _ ------------------------------------------------------------------- \ -- - - ----- ____ __ - - ___� - - ---- PARTIAL NORTH /11 - - - - ------------------------------- -- ------ --------- ---------- - r— - --_--_---------- ----- - --------- - - -- --- -- --------- -- ,}� -----_ ------ CONSTRUCTION ENTRANCE FOR PEE METAL GUARDRAIL i - - --- ___- -------------- CLEARING ACCESS RROVIDE ALL TR FFIC IN _ _ - - _ _ -- - -- - �1 �• ; 1 -------------- - - ------ - _-----_---- -- ----- ------------------ --- ----- SHEET NUMBER: . / / I - _ _ --- ------ ---- - -- --- - - - --- -- -------------_-_---___ ----------------- - ___CL I RK-------------------------- --- ---- - ------------- -------- --- _ - - e---_ _ _ __ - - - ---- - - __ - _ - - ..... • - --- -- ONTRO� A REQUIREfi$Y VDOT ENTNCE 520 r __ --_--- SQ REIOIAIN AT T#iEEND OF CLEARING O - LIM - ° ' - - I PRE -DEVELOPMENT �--_ _ ------------- - - - . - - • �- --- _ 110 DRAINAGE DIVIDE, TYPICAL. - - ----_--------- - INV. ------ 570----------------- ---- DATE: March 24, 2023 c:WsemlemilylanhoId assooates dmpbozlanhold team t IderApmjectslbiIIlmt mn\01_caIR02_sheets\c110_e&s.d g O Anhold Associates 2023 Sheet 11 of 42 J LIMITS OF CLEARING (L.O.C) PRQJECT LIMITS T PROPOSED,NEW VDOT LI ITS R.O.W. BOUNDARY. SEE I ROAD PLANS. I <.O / • OC.LUIMV OI'1F1LL 0MAIV0 IIALLG,U UN /ALL , •/: i AREAS WITHIN LIMITS OF CLEARING / OLD RT. 20 ROAD BED " - -- - W ALBEMARLE COUNTY 1c / / CLIENT •• �, / •• "" _ �� •• ', 401 MCINTIRE ROAD i SOILTYPE / I CHARLOTTESVILLE, VA 22901 ADDRESS -- - — — - - - --- - ------------ X_--------- __ _ _ SEE NS _ -NOTE •�-�PLA � � ----- `=---=`_- ---: ---- ----- ---�� CFO LSE&S MEASURES IN TFq TRQ�E 20 NOTE: D I ----- R'.O_W;IYPICgL - PVMr— � --4g0 ' ; �� FOR A2I, E&S MEASURE IN X _ _ �- RO.W TiPI AL. pX - ------M ----------==T - - - X A - — __________ _ ------------- ---- j .: _ . PVMT� EDGE OF EXIST ----- -- - - X - —S S PRESRVEDO R - A \ -PRESERI/EEXI X ADD MULCH X I A1AR n E&S PLAN PHASE 1 SOUTH EDGE OF EX STING C T$ OF WOODLAND 70 REMAIN' CIE) LIMITS C�F CLEARING (�.D.0 ;/ v �� PERM. VD T \ i C DRAIN CZE ESMf. E 48e\ i aLAS ) \--------- — I \ —~ --- - -------------- ��O LIM EXIST[ L�4NDS DELiN ED WET DS / WOOD CHIP MULCHA TEMPORARY ' \ \ SEEDING SHALL BE INSTALLED,'DN ALL I \ \ ' AREAS. WITHIN LIMITS OF CLEARING it EXISTING FRONTI q \; \L.O'C SETBACK - R EDGE OF �XISTING WOODLAND TO REMAIN.. _ - Jl 1 �� 2 PRE -DEVELOPMENT ` \ • ' ' \ \ DRAINAGE DIVIDE, TYJICAL.ISTING ` \ jjZ \ REMAIN. O D RT. 20 ROAD BED --- Rs9 LIMITS OF CLEARING \ I 1(L.O.C) ----------------------- --- _ -- INSTALL SAF 0 --- - ice- - --- ` - - PROTECT DELINEATED WETLANDS. N \ --------�1 IT3 X:..• ,'.:.::.. ROPERTYBO TREE CLEARING SHALL BE ALLOWE---------------------- NOTE'\_ _-_ : SEE VDO7 T. 20 BEHIND THE SAFETY WITHOUT -WRITTEN R - 4 Y THE OWNER. TYPICAL ----------------- ----- Jlt:: •. �9_,\ i \ FOR ALL E$$MEASURES c' ' O R.O.W. TYPICAL. kiii.;<:•i{ ---------------- TE - L. — _ _ -------------------------------------------_-------------------- - - ------ ---------------------- ------------------- -- - - - - - _ - -- _ - - --- _ -- ,-_______=__==____ _-- __ ____---_ ________ -- ----- - 1 n E & S PLAN PHASE SOUTH N 11 0 15 30 60 c.Wsmlemily nholdassodatesdmpboxMnholdteamtiderpmjectsWiscuitmn\01_wM2_sheets1111_e&sphase1-partialsou0.dwg LEGEND SEE EROSION CONTROL DTL. SHT. CC CONSTRUCTION C ENTRANCE DCDUST CONTROL SF SILT FENCE I P STORM DRAIN INLET PROTECTION TSTEMPORARY SEEDING CD CHECK DAM D D TEMPORARY DIVERSION DIKE DC DUST CONTROL STSILT TRAP C I ^ CHECK DAM CULVERT INLET PROTECTION SASAFETY FENCE MU WOOD CHIP MULCH NOTES: 1. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF ADDITIONAL ESC MEASURES NOT SHOWN IF DEEMED NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. HATCH KEY W W W STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED DELINEATED WETLAND BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com LU '7'. 76 0 15 30 60 N (UDAVID �,LTH Oi 03/24/23 T. ANHOLD a ic. No. 00311'APE DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPOAMENDMENT 03.24.23 SCALE: 1" = 30' SHEET NAME: E&S PLAN PHASE 1- PARTIAL SOUTH SHEET NUMBER: C-111 March 24, 2023 O Anhold Associates 2023 Sheet 12 of 42 LEGEND SEE EROSION CONTROL DTL. SHT. OC CONSTRUCTION ENTRANCE DC DUST CONTROL SF SILT FENCE OI STORM DRAIN INLET PROTECTION OTEMPORARY SEEDING CD CHECK DAM TEMPORARY DIVERSION (04 DIKE D C DUST CONTROL ST SILT TRAP CHECK C I r INLET PROTECTIONI RT S^ SAFETY FENCE M U WOOD CHIP MULCH - ,. - - -- , i � I , , ` � HATCH KEY ------___ - -,_ --- \\ -------------- -- --" . -- , - I ` STEEP SLOPES - PRESERVED , , - - - _ - I 11 \ - " ' I I STEEP SLOPES - MANAGED - , � 11 \ \ \ �� W W W " DELINEATED WETLAND ____ -----1 I �� ,/", ,--/�-I-""�, -_-" �",/ _-1"I �'-_Z_II_1� I-_, " , _","�-_1� -I " -/"" -, "Z�-- ,I-,/'---I-� ,,"/--, �-"1"__� /�-I- /_� "/- _I, -"1I "/'" _�-I� �/ -' '/ ---------------' 'I \ \ ,-------_---_--�-----I_--_ --_----_-,-__-' _ _-_5-__-_-__-___-I ' I , '\ " II \\ ALBEMARLE COUNTY / -- i I \ _ \ CLIENT I I \ __ 401 MCINTIRE ROAD %� J I \ CHARLOTTESVILLE, VA 22901 i ' / \ - - \ ADDRESS ' \ _,-S- EDOE OF'EXI G % i ��__' _ - - VIOOIJLAND TO IjE(VIAIN. - -_ _ _BISCUIT R U N I / � / -- ?�/ / _ -" + i POST CONSTRUCTION `. _ '' D .' ' ; : ; DRAINAGE DIVIDES , _ , PHASE 1A, ENTRANCE -,, / ;'/' PROJECTS f�, _� �� —� _ / -- - __ -_/;' \ / __ AND PARKING PROJECT C - a , � WPO AMENDMENT o _ ---- - - - i I LIMITS OF CLEARK, , ' I /' , 1 ' 1 �+^ ANHOLD ASSOCIATES , $\ili \ PRd IECT LIMITS - - '- -" / I { '� ! � '' ' '' ', , LIMITS OR LEARING. � � _ G , , i1v v -I' , , \ O. - , I 8 EDGE of EXISTNG 8311 Rockfish Gap Turnpik ;� - - ; `\ WOODLAND TORE AtN. Greenwood, VA 22943 , I SS - 'I ------- _5q0' SS? \ \\ / / _ _ --- L.O.C. SWM BASIN -SEE CIVIL `. — — 434.882.3420 ,' \ anholdla.com , , NS. - \\ T'I A �o C F C - - I \ -- ------ I- o .R INIS % - , \\ --- I � ', I IMIT L G \ \ �y , I I'C �\ . '"� ----------------------59 \ L S'OF C EARIN / I --- - __ Q �� -- _ , N \ _ % % __ \ Q \ - 0 ' `` `\ ---- V _ \ --- -- �V _ i 01 0 \ \\ / - ----- \ 4 D I D D 1. S \ . �_ ___ __ __________________ -_ _ NOTES: 0 s \ / / TS _ D C S"- I 0 1'. 0 i\ .. -- O 1. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF 1 p n \ ',, \\ \ �-,______--- n -_ _-_ __ ADDITIONAL ESC MEASURES NOT SHOWN IF DEEMED , S42 -' 1 D p , D C , D � \\ OD - I _ NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE - 0 % D O O' O l \ �— / ISEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. ,'' iN SCC --_ -__- --------- — 0 , 5 — �/ - I I \ 1 $C 0 0 `� �, i 58 EXISTING SAFETY FENCE BASE ON RLY ,, _ _ A FA _ ^ - - D /' - - TREE-GLEARINGf ROJECTiG`ONTI7ACTOR,' \ I � I \ � I � --- ---------- -'_-- - _ r ---_-- I /1,// //., ,1.�"� ,"".I ,I,"I/" ,/" ,"" /I, /"/I "�I '"1'�1"I1_1.",.,"I ,III,, , ",,1I �,1'1 " '--,-I-,-I�,-"' ,//, - ----I-"1--"*: 11 , 1It 1,, I11 :�I �7,I � :. .�: ! " \ I� II ./ �� I 1I I ��I I.I :I ;; 11 % I. I - SHALL VERIFY-EXACT-LOCATJON. ,'' ,'' �' _ 0 1' � � I %% ', \\ SEA S`' T. - 1 OR SCG � -- - -- ---- �--------- - -' _- '-- -- --- --- ----- -- ----------- _ _ _- _______ `-\ '� , 0 0 D E------- --_ -- 7 f D IG E UI EM NT$ - DJ.J n _F_ - - _ - -__ I _ LI O RING - I \ 0 ITS P�CLEA _ - _JDGE-0F'EXIST1NGVy00DLAJ�}DBASED,ON �\ D / \\ ---\\ M �0C\ //` __ `-- EARLY TREECLEA�tINGP,FfOJE�T"CONTRACTOR ,' /^ `� _ �f ___- ---SO-00____ EXCESS SOIL- _OCKPILEAREA ___ Si1ALLVERIFY'EXACTLOCATION \ 0 \\ / , _ \\ ---- ----- I _-- --1_ ---, - _ _�(_a�7Z_80 ---" --- -------0--_------_(--------- ______--0-- \ 2 - - - " _\ i 5 F18 POSTCONSTRUCFION i fl^ // _ S,� - HDPEC6 -570, t W \ w II m �/ DRAINAGE DIVIDES I I w D O l -------- ----- -560 --- --- -- D , ',� t D 0 O _ ----- ----- I / , ' - _ -- D D D L�ss , a, , , __ W , - ---- I ' --- , / - - - -- -- ,I / \ - - _ _ - ' j /; I BOUND _ -- -----_ '', S91L \ SILT TRAP 21. SEE Ei' \ - �J TYPE D C �` D / '� ARY LJId / - ETAILS--------- ` �' N i' - _ ____ EXISTING DELINEATED WETL'AND$'SHALL'NOT W - ' I - 8 _ - \\ \\\ ------,i-----__ BE DISTURBED PRIOR TO OBTAININGI---------W, \` D D D --------- - B I.- - WRITTEN/OWN,ER PERMISSION ,-- W I I % % -- _-- OTTO=557.60' I� II II \ it M t /II'll „ n I / - ---- ---------- - R I� SF i cn - W — — . - I D ,, `- \ --- - - �� W , W W E� S / -61 FOR SCC \ 0-- _ �,� - '` II_./_I-I1_- ��1��--,-_-��1- ,"-�_�__---�__/_," _'�__I-�,/_�_,I,_�-,_I�-"_I_�_/-_� _f_-_--_"I1_"_ _ — "_�_-_I-�__, _I � �_", _"�,, ,�___�P_-",,�,__" �'1,,,�_, ,1I_, _�_'I " I,,_i�_��_;�v, , �1_ - ,,�-, , I /1'"/,, , /"_-I1-,I; '�-_ , -,I, 1�,, _; 1_1-_\_",1 _-_1_1,I-12�0 0 1_� W \ i N Ti D EMEJv W - R -y -- - " W �a - -- �\ - - - -- -i-- , W /r --- - W Sq? / 5) _ - . - - SCC Bo ;\ __ i , , �' I -- - _ -_-- -------------- \ i- , qq W '' _--- _ —' -- ------------------------- ' J/ T / _ / / q__ / W WI 1 I ,'' _ _---- \ LIMITS OF-SI•TE CLEARING \ ll .y - ----------------- _ "_ W . J W S i / w -I \ EP - 11 FOR -SC -- __ 1 l , "/ / W/� v _'- W, \ DE QUIR TS ,'' --- SOIL TYPE' -55 i W \ I 3 \ - - O - _ - EN -- --- - --- - -- - - - \\ 47 eH 0o L�,03/24/23 *00 6 \ EFER CE NUM / W ___ IW I 'i\ LiMITSOFPL'EARING \\ -- _ \ DAVIDT.ANHOLD / W W W 1. _____- \ , o O \ S?8 Lic. No. 00311 G , /, / /W /, `�a0 3� ` --- - . 1 ¢ ----- - . ,ETA \ T , W _ FR \ A K, P< __ i' i \ A \` � \ / i': ------- - POST CONSTRUCTION ", AP AR --- - DRAT NAGE tiI \ \, \ \ S Q \ \ VJDES E O \ ,i _ - SV, - - _ - ---- , � 1 \ :\ - -- I \ _ ,, - ' , ' // / W W W \\ \ \ \ \\ \ \ _ h� \ V ,'/ '// i ,\ \\ \\\ `O� ''/ //^ \ \ VDA LICEE SED LANDSCDAPE ARCH ITECT " "- , ` mob'\ \ \ \\ - --- ' 'I \`\ — -----"'" ' \ --_ - LICNO.00311 -- -" W S E SHT. C 611 F CC - , / -- -- I \ ----------- _ - - E QR I i' I i' W ' DESIGN RE'{1UIRE TS ` ,' I \ ' .4 W W / NEW FRONT YARD a5' _ — - - - - SET$ACK \S / O — \\ _� SETBACK = 76� ��; \ T YAR R 'NEVy" FIONTYARQ---''-''� / — — NEVC/ FROf�iYARD;' F REVISION: SETE3 = 15' J � — — ' / 111 N ETBACK TILITY & DO ERM N iEASEMENT. EX -- /' NO. DESCRIPTION DATE _ M DOT S _� ' /// W I 1 r' S i UROFi,OSED P RMAN�NT V YSTING UTILITY,\POLES IM1TS � /) 01 WPO CLEARING 02.10.23 DC 75',-'� �� , I \ EE ADP S AND RHEAD UTI ES -------------- �, I 1 - W 1 I '\ // _ 2g SHT. C-6 S E E'OF EX \ S i N EXISTING PROPF & ''�� p� __ ')j 02 WPOAMENDMENT 03.24.23 h o DG I$T G� \ E W LIMITS OF GEARING 0 W�ODLAND,f 6- \'1` / FAO LAN OVE L.,LI '' W PROPOSED P RMANENT hry IFt ENT \ \ \\ R.O.W.ZlNE- % ____ W "W 1, i �ryo P S2 / REMAIN. / /% \ ` '- --T-o ----- W W ; W DDOT UTILITY';& hti 6 / \ - - - - - - -''' - W I DGE OF EXIS ING F.Y_. \� -v W i WOODLANDTC} REMAIN. OMINION ESMT. i / ; �/ \\\ i j POP. PERM. u OT UTILITY\ - `MSP'' - ssGC P W� w % % `\ — — — L " C / &DOMINION EASEMENT F2323 / - � % T 5 \ y `�`' . w �'\ - 24 - / I ,\ __ ------ Tfl7.4---------- T j PR P. PE M. VDOT / — — ' PROPOSE VDOT R.O. - -"- - ' , W W V",-' -' w i ; ; UOTY &RDOw1N0N - '/// 1' '\ -- --- --/ '7 '' i W C W 1� W / % p R EA$EMEN T / 4INE. SEE ROAD PLANS _ - % -- P,1 OP. , R� / - - - %/ i R '\ i -' W W : W I � I� l / , / i i ; _ - - --_ 522 - - _------------------------------------ -- _ / _ `- - - - - --- - " � _-----__---------------- 5 ---- -- W I ! F 23 / \ 3 - 1 o _ W ---W ; , ! / l f ; p CUE - -- `\ LIMITS OF -CLEARING------ -"--' j -) _ j _ � II W 1 I FISTING SAFETY FENCE BASED �€ARLY- - --- p C, - .\\ t�0\,_ - \\ _1 - __\ \ ; EE OLEARI G PROS T `--------- j _ // / - - _ WSP .\\ --_ i t W \ \ - W W W ' i SHALL V ION. 3 27 �� I _ \ \ I \ ` \ - � --- ---- ----- -j ', 1 \\ 520 / _ �yG 1 ° r \ W _ - L - _ - 1 ,' \ _ -1 END P ECR- RW \ , I , W i i � � z� R — — Q I I i i i . , , `^ J / / I TI RTY & - _ - - - - - - - - CS = >__ _ _ _ _ ---- --- - C - -- 05.45 R -20 CONST h " y " - R.O. - 520- --- r c' - - : ' i / , W _ ----- -_-- -0 SEE RT.2QROAD PLANS F0-2-ALL E&S - - _ _ _ I _` \ - _ - - - - - ----- - - - - -- - - - - C \ \ 1 I - W1 _ _ _ _ _ _ __ ________________________ __ _-- __--_____� _ — — — — _ _ — — — — — y— ' _ W, _ __ __ __ _ __ __ _ __ __ __ __ _ _ _ _ _ __ __ _ _ _ - _ _ _ _ _ - _____-__-_________ __ -- — "__-_"__" E _ _ _ __ __ __ __ __ _ _ _ _ _ _ _ __ _ -- __ __ _-_ _\\T -o SURE � � S � + R.O.W., TYPICAL _ _ � \ L__ _ --S-tom,_ - - - "--- �yA ' _fiy --- - W - _ --- - - _ - --- ,-"- ---- � E 20 STR 'Ps ROI�T C N Iv — — �/ \ Nsaoa'as"e 1 120 fib S RT. 20 RO P PLAN S(I ACT T E 2 , '�, /' BfISTING CON TI D � ' 'v v y �'�` 11 122 �-' Z w �1', - - 1 21 SCALE: 1"=30' PROPOSED G G WITHIN T E < - - - - SHEET NAME: PROPOSE O .TYPICAL. �\ \\ ROUTE CONST !' -- - J O __ -- , \ -- ---- -- ate'_ ------ - - -- -- -- - - --- ---------------- -- ---- - --- -- - - - -- - - - ---- _ , \ E&S PLAN PHASE , i-------------------------------- - _ _ - - - _ ____ PJ3ASE 12-CO 8S=CTIONENTRANC€---------__------- - - �____ _ _ --__ _ _- _ __ _---------- - ----- _------------------------------------------------- __ --_-_- - __ _---0 - -- __- - PR TS ---- - ------ ----- -- PARTIAL NORTH -- f - __ SHALL J3EINSTAtL�D AFTER P/4RK _- - -ENTRANCE-iN119G�ESS ROAD-GRADJNG ---- - - --I-'. f1 ________-----_________ _________ ____--------- -___ ____ - - - _ - - ------------------- - ----------------------------------------------- ----- --- - ----- - - - - - SHEET NUMBER: ' i 1NOR+<HAV BEEN COMPLETED VDOT---------- --- - - ------ --------------------------- - ---------520----- _ ----------- _---------------- _ ----- - _ ---- --------------- -_ ---- __ - -- --- --- - - -- -- ---------------------- ----- ------ __ --------------------- ------------------------------ --- _----------- ---- - �._- ------------------------- - - - -----------_------- - -_ --- ---- - -- - _ _--- '--- ---- -- i5 $17 61 ----- __ - ---- _--- ---------------------------------------- ---- _------------ '" 510---------- �------,. ' , _ _ DATE: March 24, 2023 c.Ws mlemihf nhold assodates dmpboxMnhold team t iderpmjectsWisceit mn\01_caaX02_sheets\c112_e&s plan p2 -partial north.d g O Anhold Associates 2023 Sheet 13 of 42 ` PR\QJECT LIMITS T _ _ ` PROPOSED VDOT R.O.W. , \ 'LINE. SEE ROAD'PLANS \ EDGE OF EXISTING \ --------- ------ _ _ _ '`,WOODLAND TO SOIL TYPE �I REMAIN. \ REFERENCE'NUMBEF2 \ / \ IU p` LI'MITS OF CLEARING ALBEMARLE COUNTY agy 1 CLIENT 401 MCI NTIRE ROAD 8 _ CHARLOTTESVILLE, VA 22901 — ADDRESS BISCUIT RUN _ _ _ _ LIMITS OF SOIL AREA p©S," -- CONSTRDC ION PHASE 1Ae ENTRANCE DRAINAGE 47 ,0 -- AND PARKING PROJECT WPO AMENDMENT -------------- I - ANHOLD ASSOCIATES '• PROPOSED S RM MANAGEMENT FA ILI ,, 8311 Rockfish Gap Turnpike S � I Greenwood,A 22943 I I (/ IDS Q , / I; i ; � �------------------- 43 4.882.3420 \ II\ h I ES T. 11 O tL 4 P'. \ SG R ---------------- - ---- ' ------------ N SwR pN `~ MAC FKT 75Rp / 3 w �O MPERMANENT, \ o LIMITS OF DELNEATED \ �� W �_ _- � - �- T UTILtT_t"8f� �------------ �Q _"_ � I �� LIMITS OF (�LEARING '`` \\R O--------------- MrsWETLANDS - - LI DO /' \_ DOINIO —~ %/ X JECT I I EXISTING PROPERTY- &'`__ _ ti - - - PRO PROPOSED S ATER _ R.O.W. LINE ¢ Q 1 V 1 V L:O.C. SENT YARD - PO TORMW - -----------"= NEW-FF�ONT YA PROPOSED VDOT R.O.W. �K- 7� MANAGEMENT FACILITY SE = 75 0 5 / '/ �TVIL SETB}1GK SEE ROAD NS — - - - LINE. AD PLA //_ - 12' SWM ACCESS DR)VE \ '`.. '�. ' `. �' � � --------- ` '�,\ - -- - �---------- /,. \ - ---- - `. PROPOSED PERMANENT \ I '------------ ------ -- VDOT UTILITY &---- -P{2OJ D , \ tlTs - - -Y. ---------- - `,BEGIN _ ----------- -' \ PRnJ. _�501 \ � � OMINON ESMT I _ J �- STA. ifl3+75.00.,ROU _ , , L.O.C., `- \ /' �ROPOSED PRMA�T DOT --- ' u rILITY DOMINION T. — — SEE ROD P \ OSED VD ----- ---- - - ----------------- - �� \ _ EXISTING ES �' EXISTN UTILITY POLES \` - - v \ O. - -� EA CTO ' W v EA� 0 —� -- �` = GA LS R TLOCATIOjJ' (D0� \\ '/ \ TI ROAD PLANS FOR - - - - / _ EXISTING C DTf9PIS.6P]D__ 00 \' SEE RT.30 S'FOR ALL E&S _ - AMP , \ - - _ X � .PROPOSED GRADING VVITHIf�F�E'�--__ �` � � �� _-- - , , - - - --- • - L1RES WITHIN -THE EX1S - -- PROPOSED R.DMA_TYPICAL R p�pp,� � - - - -RO - _ _ _ _ _ p L. , , _ ----------- -__,LIMITS _ ----- ---------_--------_--_ -- yY _ _ W _ —_ 4ga _— -__ - - — - --- -- - -- -. - ------ ------ 1� CAD PLANS FOR ALL EIS L. `\ �MfEAS WITHIN THE -----------.-------- ------------- --- X- \ R`O.W.�PLCAL.� ----------- - -----------------_ --- _--- "LIMITSJE_ --- --------- -_------------ - -- ---- I X------------ v u 0 E&S PLAN PHASE 2 SOUTH C113 0 15 30 60 r� 8w PROJECT LIMITS�� O ROAD P ---- - - - - -- `_PROPOSED VDOT R.O.W. ONE. SEE MANS 9, EDGE OF EXISTING + \`WOODLAND'TO ` EXISTING SAFETY EENCE'EASED O EARLY' REMAIN. 1, \\ TREE CLEARING, PROJECT:,CONT CTOR, \\\ y �•OC LIMITS OF CLEARING_,_ SHALL VERIFY E)�ACT LOCATION. 40 488 PERMANENT VDOT 4 DRAINAGE EASEMtENTp o SEE SHT. C=& 1 FOR SCG I' DESIGN,RE iREM� NTS 472 ------------------- , r , , 4 RO OSED STORMVI/ATER ,I MANA EMEW FACILITY SEE' ps9 CIVIL'PL'ANS o I {1 EXISTING FRONT�' YqRB \'' \ L O C I it I � SETBACK- ' c9' C) a �\ EXISTING PROPERTY & \ \ U \ oR.O.W. LINE - --------- �, 0 \ S41°5826'W a © E&S PLAN PHASE 2 SOUTH C113 0 15 30 60 N LEGEND SEE EROSION CONTROL DTL. SHT. CC CONSTRUCTION C ENTRANCE DC DUST CONTROL SF SILT FENCE I P STORM DRAIN INLET PROTECTION TSTEMPORARY SEEDING CD CHECK DAM D D TEMPORARY DIVERSION DIKE D C DUST CONTROL ST SILT TRAP CHECK DAM INLET PROTECTIONRT SASAFETY FENCE MU WOOD CHIP MULCH NOTES: 1. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF ADDITIONAL ESC MEASURES NOT SHOWN IF DEEMED NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. HATCH KEY STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED W W W DELINEATED WETLAND IF PLTH OF N IO 03/24/23 �j� U DAVID T. ANHOLD a r� Lic. No. 00311 t APE AR�� DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPOAMENDMENT 03.24.23 SCALE: 1tt = 301 SHEET NAME: E&S PLAN PHASE 2 - PARTIAL SOUTH SHEET NUMBER: C-113 c:WsemXemily\anlmd associates dmpbox\anhold team folderpmjects\biscuit ma\01_cad\02_sheets\c113_e&s plan p2.dwg March 24, 2023 ©Anhold Associates 2023 Sheet 14 of 42 1992 3.35 STONE CONSTRUCTION ACCESS STONE CONSTRUCTION ACCESS -� 70' MIN, 3" SM-2A ASPHALT TOP COURSE 2% 2% 6" MIN, 21A AGGREGATE BASE PROFILE 70' MIN. ASPHALT PAVED I �% �WASHRACK EXISTir r PAVEW ':IT (EXISTING 272% PAVEMENT I2% 12' MIN.* tt I *MUST EXTEND FULL WIDTH `--0 I' POSITIVE DRAINAGE I TO SEDIMENT OF INGRESS AND EGRESS ` OPERATION TRAPPING DEVICE PLAN 12' MIN. POSITIVE DRAINAGE 2% TO SEDIMENT -.. _.:.. TRAPPING DEVICE FILTER CLOTHS _-- SECTION A -A A mini nnuu water tap of 1 inch [oust be installed with a mininnunn 1 inch ballcock shutoff vahre supplying a wash hose with a diameter of 1.5 inclies for adequate constant pressure. Wash water must be carried away from the entrance to an approved settling area to remove m1nent. All seduuent shall be prevented from entelinu storrn dil-anns, Glitches or watercourses. PAVED WASH RACK NO SCALE ALB. CO. CONSTRUCTION ENTRANCE (CE SILT FENCE CULVERT INLET PROTECTION ENDIMALL `1--- T-_ TOE Of FILL I I , �IF- CULVERT ) 1 I ------------------------ --- ----- TOE OF FLL SLT FENCE * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD 0ABANCMENT FLOW OPTIONAL STONE COMBINATION 1.0• 1.5' FLOW .5' •• .ASS RIPRAP VOOT /3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE - WHEN HIGH VELOCITY OF FLOW IS EXPECTED CULVERT INLET PROTECTION (CIP 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1, SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. - - -- � I FLOW 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant SILT FENCE WITH WAEz4SUPPORT Plate 3.05-1 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 so. ft. Straw or Hay lk - 2 tons 70 - 901bs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Com Stalks 4 - 6 tons 185 -275 lbs. Cut or shredded in 4-61 lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or b an Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. Source: Va. DSWC MULCHING (MU NTS C-120 NTS C-120 NTS C-120 NTS TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOI PLANT SPECIES 2 311 5/1 8/15 2/15 5/1 9/1 CHARACTERISTICS Acre loon ft to to to to to to 4/30 8/15 11/1 4/30 9/1 11/15 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Avena saliva) not less than 50 lbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter Secale cereal e not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. 1 lb. - X - - X - Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. ANNUAL RYEGRAW 60 lbs. 1112 lbs. X - X X - X May be added in mixes. Will Lolium multi AOmml mow out of most stands. WEEPING 15 lbs. 51h on. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes Era rostis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. I Ih X X - X X - Warm season Summit legume. LESPEDEZA` Ibs. TOlemtes acid soils. May be Les era sti ulam added to mixes. NOTES: A Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. 1) CONTRACTOR SHALL USE NON INVASIVE SPECIES b Southern Piedmont and Coastal Plain. INCLUDING SPRING OATS, SPRING WHEAT, ANNUAL c May be used as a cover crop with spring seeding. RYE, OR APPROVED EQUAL. d May be used as a cover crop with fall seeding. 2) APPLY SEED AFTER THE SITE IS CLEARED AND X May be planted between these dates. WOOD CHIP MULCH HAS BEEN APPLIED. May Q be planted between these dates. TEMPORARY SEEDING (TS NTS TEMPORARY SEDIMENT TRAP i'1 VARIABLEY ORIGINAL VARIABLE- /GROUND ELEV. 1 .0' \ 67 CU. YD./ACRE - + e' VARIABLE ry 67 CU. YD./ACRE a' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ X DRAINAGE AREA IN AC.) /DIVERSION DIKE COARSE AGGREGATE EXCAVATED / / �/ FILTER CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) n r_ W DETAIL 1 SECTION A -A SECTION B-B TYPE OF CUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MNIUIM "T- (NOES) CLASS Al CLASS Al DRY WRAP B fps N CLASS I CLASS I DRY WRAP 14 fps 24 CLASS I CLASS I MY WRAP N fps 35 faFTNI 9 SECTION A -A NOTES% 1. FOR MULTIPLE DIE NSTALLATIDNS. DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REWIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDsECT10N LS SPECIFIED W THE PLANS, CONSTRUCTION IS TO BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. CEOTEXTLE FABRIC TO BE INSTALLED TINDER CLASS A ,I, AND I MATERIALS N ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RSE/MEIGHT FdR BOX, ELLIPTICAL OR ARCH CULVERT. W USE TYPICAL SECTION SHOWN ON PLATS FOR SIDE SLOPE BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL &69D. OUTLET PROTECTION MNUMUM LENGTH tU TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H OUTLET AND INLET PROTECTION (OP & IP NTS SILTTRAP #1 DESIGN SUMMARY ELEVATION TOP OF EMBANKMENT 528.10 TOP OF OUTLET 527.10 TOP OF DRY STORAGE 527.10 TOP OF WET STORAGE 525.25 BOTTOM OF TRAP 522.40 EMBANKMENT WIDTH = 4 FT. EMBANKMENT HEIGHT =4.1 FT. OUTLET WIDTH =12' TRAP CAPACITY SUMMARY ELEVATION AREA SF DEPTH CY TOP OF DRY STORAGE 527.1 2811 0.1 10.4 527 2790 1 103.3 526 2372 0.75 65.9 DRY CAPACITY PROVIDED: 179.6 TOP OF WET STORAGE 525.25 1085 0.25 10.0 525 1983 1 73.4 524 1633 1 60.5 523 1310 0.6 29.1 WETSTORAGE PROVIDED: 173.1 TOTAL CAPACITY PROVIDED: 352.7 TOTAL CAPACITY REQUIRED: 348.4 (2.60 AC X 134 CY/AQ TEMPORARY DIVERSION DIKE Compacted Soil I 13" min. --Flow 4.5' min. TEMPORARY DIVERSION DIKE (DD NTS SILTTRAP #1 DESIGN SUMMARY ELEVATION TOP OF EMBANKMENT 562.00 TOP OF OUTLET 561.00 TOP OF DRY STORAGE 561.00 TOP OF WET STORAGE 559.70 BOTTOM OF TRAP 557.60 EMBANKMENT WIDTH = 3 FT. EMBANKMENT HEIGHT =2 FT. OUTLET WIDTH = 6' TRAP CAPACITY SUMMARY ELEVATION AREA SF DEPTH CY TOP OF DRY STORAGE 561 1586 1 58.7 560 1174 0.3 13.0 DRY CAPACITY PROVIDED: 71.8 TOP OF WET STORAGE 559.7 1085 0.7 28.13 559 890 1 33.0 558 637 0.4 9.4 WET STORAGE PROVIDED: 70.5 TOTAL CAPACITY PROVIDED: 142.3 TOTAL CAPACITY REQUIRED: 140.7 (1.05 AC X 134 CY/AQ WOOD CHIP MULCH SHALL BE PRODUCED ON -SITE BY TREE AND FOREST MULCHING EQUIPMENT. NITROGEN APPLICATION IS NOT REQUIRED. PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE SAFETY FENCE (SAF) NTS NOTE: CONTRACTOR SHALL INSTALL PLASTIC SAFETY FENCE. OWNER SHALL SELECT COLOR PERSPECTIVE VIEW METAL FENCE EC-4 TYPICAL DETAL FOR ROCK CHECK DAM TYPE 1 SUGGESTED ROCK CHECK DAM SPACING r)-A L IVMES) CRW1D LIRE V3 LL T jN.T� n ASS. L B"FOWOAnON *%EIGHT (H)OF CREST 6 TO W 3YF CHANNEL OR SYILE L.�p 6 DEEP ENOmCII OR AS DESiIGMTm BY DESIGNER. FRONT ELEVATION L - H/S WMEPE� DRY NPRM CLASS I H - 1 OrDDMIN FEET S - 141 MOPE IN OR IN FT/ D L •CHECK DM SPACING N CHI THE MICE SUCH TOP OF BANN RE 6 THAT PoNTS A AND Is ARE EWAL IL ELEVATIW 6"M67 STONE ®2A RRppW'M �y ® CHECK DNA WAGING L TO W OCrmItF➢ FRCLI THE EGDATON, N STEEP MORE N M TOE QEQ( DM SPACING 5 NOT TO W LESS THAN 25'. b i FLOW LNE SECTION A -A TYPICAL DETAIL FOR ROCK CHECK DAM TYPE II NOTES: 1. ROCK CHON DAMS THAT IRE DESIGNATED ON THE PLANS 121 STONE �A aND LINE - AS A STORMVIATER MANAGEMENT MM REIN ME TO BE LEFT gmEEHMF ti N PLACE n A PERMNIENT INSTILLATION. QEBAY . UUMI 2. WHERE DR�NLNAGE AREAS EXCEED 1 ACRE OR DITCH GRADE E�%�LM 'AIrH TINNW �2"IGEER xI FLI IWNSOI OF 1MINT .22'LWON AND 6'LENGTH. - �q� SEOAEM Rusn"Y ®S. MI COAME ADREDATE I"^1 TDCA TRAVdNAY SLOPE FFAQNIGON ON TRAFFIC 6 TO W L)♦ A 6-1 ND "NUM H 6 TO W 12". ♦. ALT001I MATERNLS ON VNT's s11E1 LIST MY BE SUBSTITUTED AT NO ADDmDNAL COST r0 THE DEPAR IT. 5. SEE STMOMD EC-5 FOR DESKS POR ROCK CHDM ONAS IN R wrclFs SECTION A -A FRONT ELEVATION EI B. CHEd( D DNA SHNL NOT M I15m FOR LWATDI6 N LIVE STREAM. 1Y=r ROCK CHECK DAMS TYPE I & II REFERENCE ROAD AND BMDGE 57NUNtDS VIRGINA DEPARTYENr OF TRAHSPoRTATDN 1oT 303 NEST 1 OF 1 REVISION DATE ROB ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com ALTH 6; 0312%G4/23 U' DAVID T. ANHOLD ,� Lie. No.00311 wG `��'AP E ARC�� DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPO AMENDMENT 03.24.23 SCALE: AS SHOWN SHEET NAME: E&S DETAILS SHEET NUMBER: SILT TRAP (S NTS c:%userMemilylanhcld associates dmpboAanhcId team foldeOprojeds\biscuit mn\01_md%02_sheets%d20_e&s details.dwg ROCK CHECK DAM (CD NTS C-120 March 24, 2023 © Anhold Associates 2023 Sheet 15 of 42 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED. DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. LT:J TYPICAL DETAIL FOR ROCK CHECK DAM TYPE I SUGGESTED ROCK CHECK DAM SPACING L (VARES) GROIINI NNE ,M�n yy Ai A L B M - M" FOUNDATION s 1 H HEIGHT IHI Of CREST IS TO E 6Y,EOORWE�N" M A OSIGMTED BV DESIGNER. FRONT ELEVATION L - WE WIME, DRY RIPRM QASSr H - HEIGHT OF ON WEST N FEET 5 - CHANNEL SLOPE N FT/FT L CIECK pAtl SPACNG INFEEFe THE DISTANCE SUCH TOP OF SANK THAT PONTS A NO 8 ME OF EOUN ELEVATIIXI IB"NSY STONE ®2^ d - L � ® TOED metal FSAN 1n wN51EFPANMOM � WECK SSPAOINGG I55 NOT TO FLOW LINE SECTION A -A TYPICAL DETAIL FOR ROCK CHECK DAM TYPE II NOTES: 1. A" BECK OMS TMT ME DEIRWINTED ON WE PLx6 12•w57 STORE .sA GRID LINE I' -FLOW i E aSWRI REY ME TO RE LEFT M A STORRWATER YMINT ArImass SEDINENi N PLANE AS A RMNENT INT . FOREBAT 12" FOUNDATION LA 2. WHERE DRAaM44 AREAS EXCEED IAME OR LATCH GROM F%D®5 �fL A TEMPORARY SEp HOPE BAT AL4L BE WITH "I 1W NSTALLED WINW RL MMS OF 12" mY K 2' WWTH NO W LENGTM SEDNENT � FORDAY ®].F CHECK DNS 15 LOCATED NSDE CIEAA ZONE AND AD.MCENT NI COARSE AGCIECATE Lp !ma TO A TRAVFLWAY. SLOPE FsONG ON BE CONING TFIC S TO y A 64 AND NAgaW H S TO BE 12". ♦. &TENUTIVE MATERI45 ON VDOT'S WEL MST MAT BE SUBSTITUTED AT M MDITIpaK COST To THE DEPMTAENT. 5. SEE STANDMO EG5 FOR DETAILS FOR ROCK CREW DNS IN SECTION A -A FRONT ELEVATION ROADSIDE DITCHES 6, CHECK OM SHALL NOT BE USED FOR LOCATIONS N LIVE STRENA `BIIv�S ROCK CHECK DAMS TYPE I & II RE° RAC ROAD ARGINA DEPMTLENT OF TRANSFORMATION %Yl Wi SIQr 1 OF 1 areas IR:VISKN DATE 11S.OB CHECK DAM (CD NTS TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHI, PLANT SPECIES 3/1 511 8/15 VIS 511 911 CHARACTERISTICS Acre 1000 R W to to W to b 4/30 8115 11/1 4130 9/1 11115 OATS 3 bD. (up to 100 lbs., 2 tbs. X - - X - - Use spring varieties (e.g., Noble). Avena saliva Rot hB than 50 lbs.) RYE4 2 bu. (up to 110 lbs., 2.5 tbs. X - X X - X Use for late fall seedings, winter (Smale cereal¢ not less d. 50 lbs.) cover. Tolerates cold and low moiatura. GERMAN MILLET 50 lbs. approx. 1 lb. - X - - X - Warm -season annual. Dies at first $( Wila iwisd trust. May be added to stammer mixes. ANNUAL RYEGRASS` 60 lbs. 1'h lbs. X - X X - X May be added in mixes. Will Lolium multi-Flomm) I I mow out of most stands. WEEPING 15 lbs. 5% on. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes Era rostiayurvula and acid, infertile soils. May be added W mixes. KOREAN 25 lbs. approx. I'A X X - X X - Warm season annual legume. LESPEDEZA` lbs. Tolerates acid mils. May be (L52224e111 st Slat added I ,mix-. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. G May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. x May be planted between these dates. - May pp1 be planted between these dates. TEMPORARY SEEDING NTS ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO AMENDMENT ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com .� [0LTH p; O� 03/24/23 DAVID T. ANHOLD a r" Lic. No. 00311 1- w APE ARY DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 WPO CLEARING 02.10.23 02 WPOAMENDMENT 03.24.23 SCALE: SHEET NAME: E&S DETAILS SHEET NUMBER: C-121 March 24, 2023 c:Wserslemihf nholdassociatesdropboxMnholdteamfolderprojecGstbisciitmn\01_wd\02_sheets1c121_e8sdetails.dwg OAnholdAssociates 2023 Sheet 16 of 42 30 0 30 60 90 SCALE: 1" = 30' ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD TESVILLE, VA 22901 ADDRESS / � 1 PROJECT LIMITS BISCUIT RUN / / I PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 / STORMWATER QUANTITY BASIN #2 SEE SHEET C-620 FOR DETAILS / ANHOLD ASSOCIATES / I \ 8311 Rockfish Gap Turnpike / \ "BISCUIT RUN" Greenwood, VA 22943 N/F COMMONWEALTH A & F VIRGIN IA RECREATION OF CONS/ \ DB 3835 PG 706, 1194.783 ACRES 434.882.3420 TMP 90-6D, ZONED: RA — — — — — anholdla.com \$O, FUTURE COUNTY PARK % / rTYPJ RE R22 \ PAINT STRIPING (TYP) / !— I WOOLLEY ENGINEERING WHEELSTOP (TYP) / D a a 99 / � S, r 2, �O \ GRASS -LINED GRADED � 210 5th Street NE 2, T 5 SHOULDER (TYP) / / Charlottesville, VA 22902 434.973.0045 4 aQ 34/ 00 D R5' / woolley-eng.com \ PROPOSED LIMITS OF VDOT STANDARD CG-6 CURB AND GUTTER 2 U ti 2 , U 0 DISTURBANCE (TYP) / I 14' Co \ / ' R ' 78 /81 VAULT TOILET RS' OSEE SHEET _ I FOR DETAILS a / \ \ 44' S 8 26 y/T O� RS' RS' r J~ ' O 0 / ASPHALT PATIO WITH TRAILHEAD ACCESS 269£p I SEE SHEET L-120 FOR DETAILS 78 0 0 rrR ' 0 37' • 83 R5 0 RS/ l`3O0 a� 0 0/ I c� l r� rrYP o 0 / I FLU H CG-6 CURB AND SIDEWALK U O 0 J � - 9, QQ h 0 I 9 ^ 0 0 6, 8 (%Y / \ SOIL STOCKPILE LOCATION 90 9' / /R5' 0 0 / a ~ D / SEE C501 FOR PARKING ACCESS ROAD � PLAN AND PROFILE WETLANDS - NOT TO OO - 0 jR5' 0 BE DISTURBED FOR 1 x / O R5 y O SEE C-500 FOR PARK ACCESS ROAD / ON -SITE WORK / r3' 26' PLAN AND PROFILE 48/� 22 �3, R 6 SEE UPC 119207 FOR / WITHIN PROPOSED RIGHT-OF-WAY RTS / 32 OO y (SEE MATCHLINE FOR LIMITS OF WORK) / 8' SEE UPC 119207 SHEET 5E FOR LINE OF SIGHT PROFILE _ - R266 ' O y` 7.9' / R86' R25' e I STORMWATER QUANTITY BASIN #1 ACTH OF t SEE 1 \ STUB -OUT WITH ROAD CLOSED o r R64' TYPE 3 BARRICADE SIGN ERIC W. WOOLLEY 9 \ (SEE C-300 FOR DETAIL) 22, LIC. N0. 37088 lw�` W R91' FIRE HYDRA PHASE B PNCLUDED SStONAL DO DEVELOPMENT \(2 o w N LLJ U ,� " - R69\ TYP) Z 30' FRONT YARD SETBACK J LU R25' REVISION: S w OVERHEAD UTILITYNO. DESCRIPTION DATE Q ., � APPROX. LIMITS OF MILLING AND RELOCATION. SEE UPC <INw O ®/ / 1 REPAVING EXISTING ROADWAY 119207 FOR DETAILS / 0' /! N, APPROX. LIMITS OF NEW IRS ' 3ASPHALT ALONG ROUTE 20 FIBER w J R130' / R100' / MSP x \ /RS INV. (528.70) PROPOSED PERMANENTVDOT — — ' w ram' UTILITY & DOMINION EASEMENT 77 p� F2323 (130.1T) —� MSP ` 30' D — — ---- R74 CMF / PROPOSED NEW PUBLIC RIGHT-OF-WAY MArC TAAG T2323 (418,80)7 29 F2323° W 54 ,97 T TAL) NEW RIGHT TURN LANE I �} TA27 _ 323 TA 13 __ - b T /RF — \ �� uINV. (526.51) DOM _ 30 IDHr /RF EXISTING EDGE OF �Q�Q o MARKER —�� — — — .P �p �v FIBER — IRS PAVEMENT L � O STREET INV. (525.61 ) — — —.— r ---------�- - - - _ — _ MSP 114+00 113+00 op9 7+U _ SCALE: , yo/ .. / _ �/ / / / Gr SHEET NAME: /, / / / / %/ � j' CIVIL LAYOUTAND EXISTING VA SEC. RTE 20 - "SCOTTSVILLE ROAD" - DB288PG324-HWPBIPG43 DB288P(G3311AHW BIIIPG40 ) UTILITIES PLAN SIGN (TYP) —�� 1 PG 4� p6 I I y "BROOK HILL" 28 PG 355 - HWPB I EXISTING EDGE OF !! .\P N/F GE8HARD, MARK J OR LYNNE E NOTE. T A RTE20 E ROAD" I I eG 1 6 � SHEET NUMBER: TMP: 90-18, ZONED: RA "SCO PAVEMENT (TO REMAIN) �\v` BEEG GEBHSEE UPC 1 19207 SHEET 5 FOR VARIABLE WIDTH RIGHT OF WAY -1 RESIDENTIAL DB 288 PG 331 - HWPB PG 43 SITE IMPROVEMENTS WITHIN DB 288 PG 331 - HWPB PG 40 II EXISTING EDGE OF C— 200 x�x DB 288 PG 355 - HWPB PG 45 IJ PAVEMENT (TO REMAIN) CHARLOTTESVILLE REALTY CORPORATION PROPOSED RIGHT-OF-WAY DB 1077 PG 106 - HWPB XI PG 39 INV. (506.72) TMP: 90-19, ZONED: RA CHARLOTTESVI LLE REALTY CORPORATION VACANT RESIDENATIAL LAND TMP: 90-20, 70NED: RA DATE: INV. (518.91) VACANT REs1DENATIAL LAND March 24, 2023 dmwingl.Gwg © Anhold Associates 2023 Sheet 27 of 42 \ FRONT YgRp SET84CK "BISCUIT RUN" \ IN/F COMMONWEALTH OF VIRGINIA DEPT OF ' — — CONSERVATION & RECREATION DB 3835 ' PG 706, 13 ACRES TM / \ / __ � TMP 90-6D, ZONED:ONED:RA + _ PROPOSED LIMITS OF DISTURBANCE NCE FUTURE COUNTY PARK / \ \ECrI/Mlrs 0 PROPOSED PERMANENT ' uVDOT UTILITY EASEMENT \ Z U J'Lu W ' w APPROX. LIMITS OF NEW / -�ILu w \ ASPHALT ALONG ROUTE 20 PROPOSED PERMANENT • � �l0 _ VDOT UTILITY EASEMENT & DOMINION UTILITY EASEMENT � EXISTI —NG RIGHT-OF-WAY APPROX. LIMITS OF MILLING AND I .2' REPAVING EXISTING ROADWAY — --- _ )VILLE Rp — V� PG 43 DB 288 pIVARIABLE WIDTH _-- — G 4�a077�ya6 _ HW�XP G4391 / 1OS+00,— __ — �X� fD6+0-- TGA 107 x _ — x TSVILLE R =— �,.00 — _ — ROAD 0 os, _ VDH c PROPOSED RIGHT-QF_1gAY —, 19H CMF ,BROOK HILL" N/F CHRISTINA BEEGLE SATERNOS x�X TMP: 90-17B, ZONED: RA 30 0 30 60 90 RESIDENTIAL— x�N N-N SCALE: 1 " = 30' X �X� NON �x� x�N x�X �x \ I . I A I "BISCUIT RUN" \ • �QP N/F COMMONWEALTH OF VIRGINIA DEPT OF \ O`SFOCY \ I DB 03835R PG RECREATION 06, 1194 783ACRES TMP 90-61), ZONED: RA / M7rs FUTURE COUNTY PARK � PROPOSED PERMA�ENT \ VDOT UTILITY EASEMENT & DOMINION UTILITY EASEMENT � I I \ RD SETBACK = 92.77'FRO YARD \ w v STORMWATER QUANTITY BASIN #3 SEE SHEET C-01 FOR DETAILS I \ \ I \ I \ I \ I \ I I j I / I / I / I 1 / I86.2' I II I 1 I I I I I \ I 12' WIDTH PROPOSED PERMANENT STORMWATER \ \ � � \ � � II \ � \ QUANTITY BASIN ACCESS I — DRIVE WITH TURNAROUND GRAVEL SURFACE AFTER \ 16-6-I FIRST 25 LINEAR FEET I \\ P \ — \ VDOT UTILITY EASEMENT I \ 1.4' ' w o w iO <TOFAL,� � w / VDH CMF AT 68.74' --- •�H _� J SCOTTSVILLE ROAD 12' WIDTH STORMWATER QUANTITY BASIN ACCESS DRIVE WITH TURNAROUND ASPHALT SURFACE FOR FIRST 25 LINEAR FEET Yam. � � I 11 (Dal AMP y _ A� 111+�0 ILL 1 _ i /-Y-, - �1 INV. _% I_ X 30 0 30 60 90 SCALE: 1" = 30' FRONT YARD ACK = 75, EJECT L= � NOTE: 30' _ — — .2' SEE UPC 119207 SHEET 3 FOR EXISTING _ SITE IMPROVEMENTS WITHIN — RIGHT-OF-wAY +oo 1 - --- __ PROPOSED RIGHT-OF-WAY i PROPOSED RIGHT -OF , ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 AN HOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 woolley-eng.com �LTx of v� ERIC W. WOOLLEY� A LIC. NO. 37088 a o��sst O NA L REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30, SHEET NAME: CIVILLAYOUTAND UTILITIES PLAN •9:I�:�II.I�Jul:3�:i? C-201 DATE: March 24, 2023 dmwingl.Gwg © Anhold Associates 2023 Sheet 28 of 42 --1----- // // // /' \ \ I 1 I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ /----- 30 �\ 30 60 \ 90 \�e0N,T0IJR INTERVAL62Q� \ \ / SCALE: 1' s 3�0' \ \ PRCIJECT LIMITS (TYP)\ 1 I 1 I I \\ / / MH8 / // /// / I % / �- l APPRORtMATELIMITS OFDISTURBANCE(TYP) \ \ / BASIN STANDPIPE, 48" / / / I l / / l \ \ \ \ \ / SEE C-620 FOR STANDPIPE DETAILS— \ / Rim=541.30 / / I I M114 / T' �� I l \ \ \ \ `\ \ \\\\ \ \ \ \\ \\ \ / Pipe 7 = 533.00 / / / I "c DI 3B, b' I I� \ \ \ \ \ \ ` \ `\ \ \ \ ` \ \ 600_ - / P. CD I Rim =549.00 / I \ Pipe 3 - 540.00 I \ \ \ \ \ \ \ \ \ Pipe 4=540.20"BISCINT RUN" \N)'F COMMO"EALTH Or, VIRGINIA EPT,QF \\--540 0/ \ CONSER\N9T-ION & RLI%EATIO\N DBy35 PG `J,06, 1194.7:8RRES D. ZONE CY\ \ TFP�R0EONPARK ------- \ \ ` B97-04,3N/At \ \ 3 \� off,`\ \ \\ \ \\ \ \ /-----590- \ / Outfoll \ \ \ \ \ \ \ l l I Q I I \ \ 1 �a \ \ \ \ Rim=543.001 , 80, // // OUTFALL7 \\ / // / // / Rim =530.25 I I /I F8 \ \ \/ \ I __-----\ \ `\ �\ — `�� \------ / / // I I I I I \ \ \ O \ Q I \ \ __-- /\ \ \---/ \\ \ `\ \--------_ SSotLSTOCKPILE LOCATION— /STANDARD UD-41' 4"UNDERDRAIN /°, I I LIT_ /// // /� \\ \ \ \\\ \\ \\ \\ --- \ _ ,------/L Syo� ` �— / /// // // I \ \\\\ \\_562 562_— MH 5 \ I / / \ F / I a /'' / / / \ \ \ /' \ \ \ \ \ \ �� 560- Rim =544.00 w Pipe 4=540.85 -- g ` 540.85 Pipe Ii \ e5=II5I 41.05III /\-- ----_ ' / ---- ------------�---- —/ /\ STORMWATERQUANA#7 V7 \ \ =% MH6 VDOT STANDARD DI-7/ / \-------_-----------RIPRAPJLWAYOVE6FLOW Rim =544.00 \ \\\ \ \ \\ \ \ \ \I SP I LL W A Y E L Ei 06N=561.�0' / �,/ Pipe 5-541.60 / / / / / \ \ \ \ \ \ / / \ I \ I \ I 1 \ \-------- \ln WIDTH, 22.5'L 11 NGTH DI 2 \\\ I /' ----- \ \ \\ �VDOTSTANDARD DI-7 \\ Rim =529.00 // // // // \ \ \ \ \ \ \ \ \UNDERO AINOUTFxALL \\ �L \ — — Pipe 1=526.10 /// // / 1Q 1\ \ /\ \\ \ \\ \ \\ \\ \ STA�YARD Ei OUTFALLI U / / I I \ \ \ \ \\ \ \ \ EW-1, 15" r- LL I I \ \ \ \ \ \ Rim.=527.00 /� p w \ \ T Tj �I� / Lu LU P\PPROXIMATEAAITSOFICUVFI�LSLOFES �qh5rya S?e / i SEELIII PC 119I 07 SHEtT 5 FOI R DES h50 FIBER WR / UD-4/ —-------- ----- / / j 1r526.7o i --- —�-- — A — / ( / / - / /` \ I II \ \ / raSP/ / / — 4" UNDERDRAI� \ i'% / —� — — \\ \ II II I \ \\\ \��-------'�I `�301T) /ter/�// ' ) / - 'FF --- VDHCMF 522 S�EvC / (4100) e \�s4�,9%' FTLUAL)— —----530--_------- ( L- / �/RS ` - _ G� �\ // // / / \ S\ \ w� I---- - � F7RF _ i/ �/' ^ \1 \ \ \��\ \ \ —\� — —` _--'---�_ / \ ��\ // NV. (52 51 ��hy \/ rI _ \ \ \ _ F C — \ _ — — — / / .-P w I 1 \0 FIBER \ \ \ \ _ — — — — — — / STREET NY• (52 .61) \ \ \ — _ --- — 4 MSP T __ l i _ VA SEC. RTE 20 - "SCOTTSVILLE ROAD" - (VARIABLE WIDTH 40 \ \ DB288PG324-HWPBf,PG43 D6288PG331- HWPB IPG40 \ \ NOTE:-----�'— --- -- --_ -- HWPB1P pgg�loa uwa6 I \ \------------------------ ___-----___------ -----_ _-- - �__- '---- I \ SEE UPC 119207SHEET SFOR __---- —__-------_ — _----------__— -- --- ---- — ' / / \>lX— X�x�L-------_---- SITE IMPROVEMENTS WITHIN =--__ — ar�E.2�-- — _ — ----- ---_ —— _--__— ---- ---- ----- _----- __—_—_ _ ------ ---- x� _ ——"SCofiTSAL-L€-R6Z— — — _ _ _ _ 520--__ ---------- — --`— — "BROOK HILL" x—x�x — — — — VARI%aBCE-VdIB�H-RI T OF WA4' — _ _ — — _ — _ _ PROPOSED RIGHT-OF-WAY --—__—_ ---------- _--_---_--____- _-_ -_-_ -- ��uEsvl�Lr�tL rceRaeRaTON=- N/F GEBHARD, MARK J OR LYNNE E x�x DB 288 PG 324 - HWPB"I PG 43 — — _ _ — — _ _ — — _ - - — — — — — — — — — — — — _ _ _ — 1L4CANTi2ES1D€N&TI BEEGLE GEBHARD x� INV. (506.72 _ — _ — — _ — _ _ _ — — — TMP: 90-18, ZONED: RA DB 288 PG 331 - HWPB PG 40 ) \ — — — — — = _ — _ — _ _ _ — _ DB 288 PG 355 - HWPB I PG 45 — _ _ —51 �— _— _ —— RESIDENTIAL DB 1077 PG 106 - HWPB XI PG 39 dmwingl.Gwg © Anhold Associates 2023 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com r OF v ERIC W. WOOLLEY 9 LIC. NO. 37088 _- G ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SHEET NAME: GRADING AND DRAINAGE PLAN 41714:19►1uJ51.1494 C-210 DATE: March 24, 2023 Sheet 29 of 42 Blsculr/RUN° PROJECT LIMITS. 4 N/F COMMONWEAL TK( OF VIRGINIA DEPT Ot CONSERVA-flON & RECRE FfON / DB 3�PG 706, 119C✓7 3 ACRES/ I I APPROXIMATE LIMITS OF CUT/FILL SLOPES' \ \ \ \ \ ^ \ =! \ TMP 90-6��ONED: RA SEE UP / / I I I C 119207 SHEET 3 FOR DETAILS \lj W \\\\\\ \\� =\ \\\ \\\ RUTyJR@'COUNTY PARK \ \ \— � DSO \ \ \ \ PROPOSED LIMITS OF DISTURBANCE � � � / / \� \ � / / \ \ \ \ \ \ \ \ \ \ w\PROPOSED RIGHT OF WAY \ \ \ \ /' / U EXISTING RIGHT-OF-WAY APPROX. LIMITS OF NEW IN ASPHALT ALONG ROUTE20`� �— i// // �// \ \ \ \\ \ \ \\ \\ \\ \\ �ice/ // /�— Q LWN) \ \\- MDHtS�tfFATs \\ < �\ � \\ \\ \\ \ SEE UPC119207 __------��— 7�/\ \ \ IN, \\ \\ \ \ \ \\ \\�///�/CNN`) SEE \ \ \ \—� \ / \ \ —'\ • �\ \ APPROX. LIMITS OF MILLING AND REPAVING EXISTING ROADWAY _ \\\ SEE UPC119207 \ \---- %� / /� \ \ I I 1 i — — --- 7 IN/ J/ \\VA SEC. RTE20\ _ �288PG324_�TIrSVILLER / / j� -- - _ `�\ �' \ --- T\\ \ 1 I I I \ ��\\\ ---_—/ /L\ / / // / V - — ; — , PG 43 pg 2 (VARIABL WID \ � —?—�_ _ "_---- �� — — — — / ►tpg�� TH �46 \ �e _ — — _tpy \ O O x \ J T _ T x \ ' I p ,y( ` l/DH CMF----�/ INX(4949 I "BROOK HILL" N/F CHRISTINA BEEGLE SATERNOS TMP: 90-17B, ZONED: RA 30 0 30 60 90 RESIDENTIAL \ — x \ \ \ L _ — — — — — — — — SCALE: 1" = 30' _\ _ — --- ----- — — — _ \ \ \ \ \\ \ \ -\ \ \\ I\ I I \ I 1 I I \ \ .\ \\ \\ \\ \\ \ \\ \\ \\\ \\ \\ \\ \\ `\\ \\ \\ \\ \ \\ \ \\\ 1\ \ /% \\ II \\ \\ \ 1 P POSED LIMITS OF DISTURBANCE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 30 \ 0 \ 30 \ 60 90 \\\ Nl\ \ \ \ \ \ \\ \ \ 1 1 1 \ \\ \ \ \\ \ \ \ \\ \ \\ \\ \ \\ \\ \ \ \ \ S LE: 1" = 30' \ \\ \\ \\ \\\\ •\\ //-----\ \ \ I \ \ \ \ I I \ \ \ \ \ \\ \\ \\\ \\ \\ \\\ \ \ \\ \\ // \ \/) \ \ \ \ \ \ I I � \ \ \ \ \ \ \ \ \ \ \ \\ \ I ISCUIRUN" COMMONWEALTH RGINA DES F \ \\\ \ \\ \ \\ \ \\ \ \ \ \ \ \ \ \ \ CONSERVATION\& -RECREATION \ \ \ \ \ \ \ 1 \ \ \ \ \ \\ \ \ ( \ \ \ IN, \ \ \ I I \ \ \ \ \ \ \ \ \ \ \ \\\111 \ D�`3�35 PG 706, I194�9.83\ACRES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TMR 0-6D, ZONED: RA\ FUTUR -COUNTY PARK \ \ \ \ \ I I \ \\ I I I ' \ \ \\•' '�\( \ \ \ \ \ \ III 1 \ \ \\ �` \\ 48 \\ \\\ \\ \\\ \\ \\ \\ \\ \ � I I I I I \ \\ \ \ I I I I I I I \\\\ IN, assIN/ N11 / / I 470 468 \ \ I / / / 10 BA / /BASIN STANDPIPE, 48" / / / / / \ SEE SHEET C-621 FOR 12" HDPE / / / / / STANDPIPE DETAILS pipe 9: 131 , N 00 / / / Rim = 471.00 Pipe 9 = 465.50 //\\ \\ \OUTFALL9 // / / / // // / / I 1 \ / \\ \ \ \ ES-1, 12" / / / 1 / / / g \\ \\I \\ Rim=466.00\ l I l / 6. '/ / l l / l 11 // // / l I 1 / I I \\ /// ' IN, III \ ( IQ \ \ \ I / / / l / / I / / ( I / I \ \ / IN/ I / \\ \ \ I \\ \ / / 1 / / I / I I \ IN, / / I I \\ FRONT YA /RD SETBACK = 751 T I \ \ \ \ I \ I \ \ \ 111 APPROXIMATE LIMITS OF CUT/FILL SLOPES \ \ \ \ \ \ SEE UPC 1 19207 SHEET 3 FOR DETAILS \ \ _\ 12 11 \ \ \g) \ \ \ \ \ \ \ PROPOSED RIGHT-OF-WAY PROJECT LIMITS \ I \ \ \ \ EXISTING RIGHT-OF-WAYV. So 00 __--- --/ \ // \ \ \\\\\ \ \ \ \\ \ \=V Lu �\ \\----__—__-- \ f WH SNIF AT6 ---- — ________ �� ,s ---- , \\ \\\ \\ NOTE: \ — —�---� -- \_ __ / / —\ —_ — \ SEE UPC 119207SHEET3FOR \\ \\\ \\ \\ \\ __--\ // 30/ / 1 — SITE IMPROVEMENTS WITHIN P3 +00 - / \' I� PROPOSED RIGHT-OF-WAY VA SEC. PG 324 SVILL C.RTE20\ COTT S . E R l �I PG 43 (VARIAB \ \ \ — �•—� — — — — — T — . � �\ �'•� . — — — � — — - '''HWPae ,;.. DB 2 ,'9r..,_. L WIDTH n..,, \ ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE IA, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com r OF v ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL E: REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SHEET NAME: GRADING AND DRAINAGE PLAN SHEET NUMBER: C-211 DATE: March 24, 2023 dmwingl.Gwg © Anhold Associates 2023 Sheet 30 of 42 �o O Ln Proposed M M II II Grade (Typ) + �v�NN > > 550,00 = II a � oo g 550,00 7 O N Existing Grade ro 4 wo� (TYp) a0�`nh ('7 II II �^ II + w 'Oin Oil 0LO N N co L N a- O 545,00 ^> a W ��, �n I I uJ uJ _ ° o W x a E �� im Z �� co 545,00 !D a E O it / _ �� ---- / so+ �Lo > a 1 1' - 3: 36.1 1' 15' Pipe 5: 10.75' - 15" HAPE @ 0.52 00 II = w E i DPE @ 1 Pipe 4: 127' - 15' HDPE @ 0.53%\ - - -, - �n� a --_-- 540 00 - - / 10 540,00 �,�, Ln O O O N O N h mT � i P 00 0 0 II II N N a_ o LI 7 7 ��" N.. D 535,00 cq QQ ^go 535,00 � II o LO11 10-YR Hydraulic Grade Line (Typ) w + ' w ^ CDoo 30 07, w II _� a E C)in d' w 5 P1p e 7� C6 530,00 + LO h 530,00 3 a .E w N/HDPE pe 1: 56.84' - 15" o OL @ 1.09% 525.00 .... - O 525,00 � N h L II II N a 520,00 520,00 515.00 515,00 510,00 510,00 505.001 505,00 500.00 500,00 495,00 495,00 490,00 490,00 485.00 485,00 480,00 480,00 w 0 Z O Q o 475,00 � 475,00 / �L� II w 3aE 470.00 470,00 �o,6 � wo II (V � „ a / Pipe 9: l 4.39' - 1 T HDPE @ 0.387. 465,00 465,00 0 II II 460,00 a- 460,00 455,00 455,00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com r OF v ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SHEET NAME: STORMWATER PIPE PROFILES SHEET NUMBER: C-400 DATE: March 24, 2023 dmwingl.Gwg © Anhold Associates 2023 Sheet 32 of 42 100 FN Stormwater Management Narrative: Water Quantity: Pre -Construction Site Conditions: There are six drainage divides located within the project area. Stormwater quantity was evaluated at each of these points of interest for pre -construction and post -construction conditions. Point of Interest 1: Drainage area 1 drains via overland flow to the point of interest. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. Point of Interest 2: Drainage area 2 drains via overland flow to the point of interest prior to entering an exisiting 24" CMP. This pipe conveys under the existing roadway. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. A portion of the drainage contains runoff from Avon Street Ext. and Scottsville Road (Route 20) which converge at point of interest 2. Point of Interest 3: Drainage area 3 drains via overland flow to the point of interest. This point of interest is located at the outfall of an existing 21" DI pipe. This pipe conveys under the existing roadway. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. A portion of the existing roadway for Scottsville Road (Route 20) conveys through point of interest 3. Point of Interest 4: Drainage area 4 drains via overland flow to the point of interest located at the outfall of an exisitng 18" CMP. This pipe conveys under the existing roadway. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. A portion of the existing roadway for Scottsville Road (Route 20) conveys through point of interest 4. Point of Interest 5: Drainage area 5 drains via overland flow to the point of interest prior to entering an unnamed tributary. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. Point of Interest 6: Drainage area 6 drains via overland flow to the point of interest prior to entering an unnamed tributary. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. A portion of the existing roadway for Scottsville Road (Route 20) conveys through point of interest 6. Post -Construction Site Conditions: Post -construction improvements include adding three stormwater quantity basins to control stormwater exiting the site. The post -construction conditions of the site were evaluated at each point of interest to ensure State Regulations are being met. The following improvements were made to the existing drainage pattern in order to meet energy balance requirements: Point of Interest 1: The post -construction condition for drainage area 1 includes a proposed shallow stormwater quantity basin (basin 1). Post -construction drainage for drainage area 1 will flow through the basin to the point of interest before travelling overland and ultimately entering an existing culvert. Point of Interest 2: Post -construction drainage for drainage area 2 flows through the point of interest before entering the existing 24" CMP. The majority of the runoff from the proposed roadway improvements that were flowing into point of interest 2 in the pre -construction condition will be re-routed. This drainage from drainage area 2 and will combine with runoff from drainage area 3. Point of Interest 3: Post -construction drainage for drainage area 3 flows through existing 21" DI pipe before outfalling at the point of interest. A proposed stormwater quantity basin (basin 2) will be used to meet State Regulation energy balance calculations. Point of Interest 4: Post -construction drainage for drainage area 4 flows through the point of interest before entering the existing 19' CMP. An existing shallow stormwater quantity control device will be utilized to reduce the stormwater peak flow rate within the existing swale. This device is located just upstream of the right-of-way line within the existing swale for drainage area 4. See sheet C-211 for existing basin location and details. Point of Interest 5: Post -construction drainage for drainage area 5 flows through the point of interest before entering the existing tributary to Biscuit Run. A stormwater quantity basin (basin 3) will be utilized to meet State Regulation energy balance requirements. See sheet C-621 for basin details. Point of Interest 6: Post -construction drainage for drainage area 6 flows through the point of interest before entering the existing tributary to Biscuit Run. The majority of runoff from drainage area 6 will enter a proposed ditch and be re-routed to combine with drainage area 5. Method of Analysis: The six points of interest for our analysis were chosen as the point where all drainage from each drainage divide converge. These points allow for the quantification of stormwater including all new improvements. Three stormwater quantity control basins are being proposed on -site to meet State regulations and energy balance. Adjacent property information, field -run survey, and County GIS documents were utilized to develop the limits of each drainage divide. Rain data was obtained from NOAA National Weather Service Data. Soil information was obtained from the United States Department of Agriculture Natural Resources Conservation Service for soil surveys. A curve number (CN) of 98 was assumed for all impervious surfaces, a CN of 58 was assumed for the proposed meadow cover area, and a CN of 55 was assumed for all wooded areas. These assumptions were based on soil information obtained from the U.S. Department of Agriculture (USDA) web soil survey, the USDA National Engineering Handbook and with the recommendations found in the Virginia Stormwater Management Handbook Volume II, Chapter 4, Table 4-6b for agricultural lands. The existing wooded area of the park was primarily pasture land as recently as 15 years ago. Due to the abundance of pioneer tree species that populates the park today, there is currently a good amount of young undergrowth shrub and meadow grasses interspersed amongst the wooded areas. Pre -construction and post -construction flows were modelled using HydroCAD software to demonstrate that this project meets energy balance and State regulations. The modelling software projected flow rates were then analyzed to confirm that energy balance requirements will be achieved with the proposed site improvements. Summary: Channel Protection: Pre -construction and post -construction peak flows and runoff volumes were calculated at each point of interest. See the summary for these calculations on plan sheet C-602. Drainage conveyed at each point of interest is shown to meet energy balance in the post -construction condition of the site. The energy balance at the point of interest for the 1-YR, 24-hr storm is being met with the proposed site improvements. This satifies VSMP regulations under Part II B, Water Quantity (9VAC25-870-66.B.3.a.). Flood Protection: The post -construction condition of the site includes 9.9 acres of land disturbance. The containment of the 10-YR, 24-hr storm event within the proposed conveyance ditches satisfies VSMP regulations under Part II B, Water Quantity (9VAC25-870-66.C.1.). See sheets C-610 & C-611 for ditch calculations and details. 1 II.II VI III II., 1J. Water Quality: Pre -Construction Site Conditions: There are no existing stormwater quality measures located on -site. Post -Construction Site Conditions: The Owner (Albemarle County, Lesee) is eligible to purchase offsite nutrient credits under Albemarle County Code, Chapter 17, Sec. 17-502.A.2. due to the total post -construction pollution control (measured in phosphorus) requirement totalling less than 10 lb/yr. The County intends to purchase offsite stormwater nutrient credits to meet State Regulated stormwater quality requirements. Method of Analysis: Impervious and pervious surfaces for pre -construction and post -construction site conditions were quanitfied and entered into the DEQ VRRM spreadsheet. This allowed us to ensure that State required stormwater quality benchmarks are being met with the proposed site improvements. Summary: The County will purchase nutrient credits to meet Water Quality (9VAC25-870-65). The DEQ VRRM spreadsheet summary can be found on sheet C-630 of the plan set. The proposed improvements require 2.85 Ib/yr of total phosporus nutrient loads. NOTE: APPROVED INITIAL SITE PLAN SDP202100015 APPROVED WPO PLAN W P0202300009 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com TH OF ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL E% REVISION: NO. DESCRIPTION DATE SCALE: 11I = 100, SHEET NAME: PRE -CONSTRUCTION DRAINAGE DIVIDES SHEET NUMBER: C-600 DATE: March 24, 2023 drewingl.dwg © Anhold Associates 2023 Sheet 36 of 42 100 FN "' _. __ I VIIYI VI III ILI\LJI J I\I VI 1I_VI-I,(\1 3 2 1 POINT OF INTEREST 3 POINT OF INTEREST 2 POINT OF INTEREST 1 Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = LF.' (Qpre-developedRVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 1.22 cfs RVpre-developed 0.34 of RVdeveloped 0.39 of I.F. 0.80 Max Allowed Qdeveloped 0.85 cfs Peak Qdeveloped Achieved 0.85 cfs Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F." (Qpre-developed' RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 1.02 cfs RVpre-developed 0.20 of RVdeveloped 0.17 of I.F. 0.80 Max Allowed Qdeveloped 0.94 cfs Peak Qdeveloped Achieved 0.78 cfs Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = LF.' IQpre-developed' RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.18 cfs RVpre-developed 0.04 of RVdeveloped 0.03 of I.F. 0.80 Max Allowed Qdeveloped 0.20 cfs Peak Qdeveloped Achieved 0.06 cfs 6 5 4 POINT OF INTEREST 6 POINT OF INTEREST 5 POINT OF INTEREST 4 Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F.' IQpre-developed' RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.40 cfs RVpre-developed 0.07 of RVdeveloped 0.02 of I.F. 0.80 Max Allowed Qdeveloped 0.96 cfs Peak Qdeveloped Achieved 0.15 cfs Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F. " IQpre-developed I RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.40 cfs RVpre-developed 0.13 of RVdeveloped 0.23 of I.F. 0.80 Max Allowed Qdeveloped 0.19 cfs Peak Qdeveloped Achieved 0.15 cfs Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F.' IQpre-developed I RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.77 cfs RVpre-developed 0.21 of RVdeveloped 0.17 of I.F. 0.80 Max Allowed Qdeveloped 0.75 cfs Peak Qdeveloped Achieved 0.55 cfs NOTES: Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F. " IQpre-developed I RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.40 cfs RVpre-developed 0.13 of RVdeveloped 0.23 of I.F. 0.80 Max Allowed Qdeveloped 0.19 cfs Peak Qdeveloped Achieved 0.15 cfs Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F.' IQpre-developed I RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.77 cfs RVpre-developed 0.21 of RVdeveloped 0.17 of I.F. 0.80 Max Allowed Qdeveloped 0.75 cfs Peak Qdeveloped Achieved 0.55 cfs NOTES: Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = I.F.' IQpre-developed I RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 0.77 cfs RVpre-developed 0.21 of RVdeveloped 0.17 of I.F. 0.80 Max Allowed Qdeveloped 0.75 cfs Peak Qdeveloped Achieved 0.55 cfs NOTES: NOTES: SEE SHEET C-610 & UPC 119207 SHEET 2A FOR ROUTE 20 DITCH PLANS AND DETAILS SEE SHEET C-61 11 FOR ON -SITE DITCH PLANS AND DETAILS 0 DITCH LOCATION TOTAL AREA (AC) TOTAL IMPERVIOUS (AC) 5-A 3.10 0.38 3-A 1.23 0.40 3-B 0.27 0.04 3-C 0.41 0.07 3-D 1.24 - 3-E 1.54 POST CONSTRUCTION SUB -DRAINAGE AREA KEY ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com TH OF EkIC W. WOOLLEY 9 LIC. N0. 37088 _- G ZONAL': REVISION: NO. DESCRIPTION DATE SCALE: 111 = 100' SHEET NAME: POST -CONSTRUCTION DRAINAGE DIVIDES SITE ENERGY BALANCE SUMMARY 1-YR, 24-HR DESIGN STORM SHEET NUMBER: C-601 DATE: March 24, 2023 tlrewingl.Txg ©Anhold Associates 2023 Sheet 37 of 42 ROUTE 20 DITCH PLAN - NORTH N`N \\\ \ U - - - - I STANDARD EC-3, TYPE 1 LINED DITCH �� ' ��/'- \ \ I I 580 LINEAR FEET (SEE SHEET C-61 1) w ) I \\ \ �- PROPOSED DITCHLINE w SEE UPC 119207 SHEET213 PROPOSED RIGHT-OF-WAY '�O / SEE UPC 119207 SHEET 5 / IRS / \_Q w �jO : o OR IMPROVEMENTS WITHIN II I I1\ \ \\ / \\ I III II I III \ \\ \\--- -- Ni RIGHT OF WAY \ --- - - - VDH CMF P,\q20 / 1 C41 80')S\ 24`5y�7_' -_TUAL)- - - - - - - --/ 530- � - - - - Waa- 44 ' _ TIRF____=------ ---- ----- _ IRS --- --- ----- -- - --- ��r------------- - ------__-__----- ------------ _ - - - _ � A 111t00 DRAINAGE DIVIDE FOR DITCHoz;; P/ ------------- F _ A SEC. RTE 20 - "SCOTTSVILLE ROAD" - VARIABLE WIDTH _ _ _ _ _ _ ------------------ \ \ _ - __----- - - _____-- DB288PG324-HWPBhPG430D661288PG331-HWPBIPG4) \\ ------- \ \ \\ �- -A NOTE: __ --- .------�� ---__/ ----- % , \\ _ ------ _- -- SEE UPC 119207SHEET2A FOR =___________---_-__ --- -- ___ - _ 5 HWPBIP 45 o�rXI PG \ `HWPB � .-•-=-1 j // / / \ ------ _ TYPICAL SECTION AND DITCH ---_-______ __ ___-------___ -- - __-_------ _ _ _ -- -- I _ 10 30 0 30 60 90-x�x�x_ - -- DETAILS LOCATED WITHIN ---�----___-_-_-----_---- -- _---___-_-_-___ -_--_= 520-- -- EXISTINGRIGHT-OF-WAY PROPOSED RIGHT -OF -WAY ----_- SCALE: 1" = 30' i PROPOSED DITCHLINE -SEE UPC 1 19207 SHEET 2A -510- - _ \ \ NN\ \\ OUTFALL 9 / / / / / / / / / I \ I /' / / / / I \ `NN\ \\ \\ ES-1,12" , 1 , / , , / , / / ROUTE 20 DITCH PLAN - SOUTH \\ \\ \\ \ Rim 466.00\ / / / / / / / / /// // / / / I / I I / \\ I ' /// ' 4,Nit IN \ o \ \ \ \+71\ \ \ I I I l \ \\ \\ \\ \ % \ --N. \\\\\s \ \ \\ \ moo \\ \�\ \\ \_i\\ \\\ \ \\ \\ \\\ \\ \\\ I /// // // // // /// 11 1 II I I\ I\ 1\ \\ \\ \\ \\ \ \ \ \ \ \ PROPOSED RIGHT-OF-WAY _ _ \ \ \ \ / \ \ o \ \ ' \ \ \ \ \ \ \ \ \ \ DRAINAGE DIVIDE FOR DITCH TYP \ � \ \ \ \ \ \ � SEE UPC119207SHEET3 \\ \ \ \ \ \ o \ \ \ \ \ \ \ \ \ ( I--- �\\�\\ \ \ \ \ \\\ \\ \\\ \ INN \\\ \\\ \ 4.Z 26` \ \ \ \\ \\\\ \ �\ \ \\\ \ \ woN \\ �\ \\ \\ \ \\ \\ \\ �' �� / / \ \ \ \ \ \ 7\ INN 1� �j_-- `-_ I \ �w \NN \\------- --� \ \ \ \ \\�� \ \ \ / \ \\ \ \ \\ / // \ \ \ \ \\ \\ \\ \ \\/ \\ o� \ \ w04 -\ \ \\ \\ I \\ �\ \\ �\ \ \\ \\ \ \ \ // / // // \ 1 \ \ \ \ \ \ \/ \ \ Z w0 / \ \ \� \ \O \\ ' UGRASS-LINED DITCH w ZQ _ IN, 1 Lu 00 _-��---- _- _-_---- - \VA SEC .RTE20.\ �\ / \ \ I �I \ \ \DB288PG324.SCOTTSVILLER / / /\\ �\�� --// �� p�353 =+IWPg PG 43 DB 2 (VARI L WIDTH \ _ _ - \�\x�x- �\ �\ - _ = 1P�45 DBI� HWP$�R/W _ \\ \\ \\ \ INN\ \ \\\ /; / �c I II 1\ \\ \\ \\ \\ NNN MATCHLINE STA 103+75 SEE UPC 119207 SHEET 3 FOR IMPROVEMENTS WITHIN RIGHT OF WAY 30 0 30 60 90 SCALE: 1" = 30' 3' PROPOSED DITCHLINE x \ \ \ \ \ / SEE UPC 119207 SHEET 2A \\ xyx-x\_� \�� \��\ ��` \\\� - ---__- \ �� \� \\� \\ EXISTING RIGHT-OF-WAY- x 111+00 SEE UPC 119207 SHEET 2A FOR TYPICAL SECTION AND DITCH DETAILS LOCATED WITHIN PROPOSED RIGHT-OF-WAY \ x 1 10-YR ELEV = 475.74 2-YR ELEV = 475.4747 n r,Tr� 1 o ry - A7C n NOTE: DITCH SECTION 5-A GRASS LINED DITCH N.T.S. Earth Protective Lining DITCH LOCATION AREA (ac) AVERAGE CN Tc 2-YR Q (2-YR) SLOPE LEFT SIDE SLOPE RIGHT SIDE SLOPE BOTTOM WIDTH ALLOWABLE VELOCITY n = 0.03 n = 0.05 n = 0.015 10-YR Q (10-YR) DEP. (FT) NOTES TOTAL CN=98 CN=69 CN=55 INCR. ACCUM. (min) (in) (cfs) (ft/ft) VEL. Qn VEL. DEP. Qn DEP. (in) (cfs) 5-A 3.10 0.38 - 2.72 60 - 5 3.68 3.48 0.0281 3:1 3:1 0.00 7 4.18 - - - - - 5.57 10.45 0.74 EC-3, TYPE 1 3-A 1.23 0.40 0.83 - 78 - 5 3.68 3.36 0.0728 3:1 3:1 - 7 5.29 - - - - - 5.57 6.59 0.32 EC-3, TYPE 1 3-13 0.27 0.04 0.23 73 - 5 3.68 0.57 0.0451 3:1 3:1 4 2.63 - - - - - 5.57 1.23 0.17 GRASS LINED 3-C 0.41 0.07 0.34 74 - 5 3.68 0.97 0.0746 3:1 3:1 - I4 3.62 - - - - 5.57 2.00 0.19 GRASS LINED 3-D 1.24 1.24 69 5 1 3.68 1 2.17 10.03561 3:1 1 3:1 4 1 3.62 5.57 5.06 10.34 1 GRASS LINED 3-E 1.54 1.54 69 5 1 3.68 1 2.76 10.06311 3:1 1 3:1 7 1 4.71 5.57 6.37 10.33 1 EC-3, TYPE 1 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com r OF v YERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SHEET NAME: ROUTE 20 DITCH PLAN SHEET NUMBER: C-610 DATE: March 24, 2023 dmwingl.Gwg © Anhold Associates 2023 Sheet 38 of 42 \ �\ -------------- - _- - - - - - - - - - - DRAINAGE DIVIDE FOR DITCH (TYP) I I I I I II I 1 1\ \ \\ \\ 30 0 30 60 90 I I I 1 \ \ \ I I I \\ \\\ SCALE: 1" = 30' `\ _ , - J / /' /' / / ' / / - - _5501 I I I I I I I II 1 \I \\ \\ CONTOUR INTERVAL ' = 2' / / / / ' I I I -\/- uS\iI -T\ \A-N0DiIDA\ R/ \\ D I\ E\I C!-�3\I, � I 1�T\ Y0 PE \ll\1 I I IL / ,I \ N\/E) D 1/1\ \ \ DITCH Ln / 194 LINEAR FEET GRASS-LINED ROAD SHOULDER HOULDER \/ (TYP) -540 NTIoT044N11v i 1 \ \ \, \\ LIN II 32 ' _--53rr GRASS LINED DITCHIt 253 LINEAR FEET 3-D GRASS LINED DITCH 127 LINEAR FEET 38 STANDARD EC-3, TYPE 1 LINED DITCH 265 LINEAR FEET PROPOSED RIGHT-OF-WAY GRASS LINED DITCH 95 LINEAR FEET Ch �I / 522IRS /k i Xr PROPOSED DITCHLINE�:=Z SEE UPC 119207 SHEET 2A EXISTING RIGHT-OF-WAY / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " _--Vi RTEZO-__- - - - - _ _ " "SCOTTSVILLE ROAD" E "BROOK HILL" VARIAB N/F GEB AD, RARK J OR RD LYNNE E x x x-x�x-x_ DB 288 PG DB 288PGWIDTH 324 HWPB PG 43 BEEGLE TMP: 90-18, ZONED: RA DB 288 PG 355 - HWPB I PG 45 RESIDENTIAL DB 1077 PG 106 - HWPB XI PG 39 12' 10-YR ELEV = 519.32 2' 2 YR ELEV = 519.24 = BOTTOM ELEV = 519.0 NOTE: DITCH SECTION 3-A EC-3, TYPE 1 DITCH LINING N.T.S. 12' DITCH SECTION 3-B N.T.S. 12' 2' DITCH SECTION 3-C N.T.S. 12' DITCH SECTION 3-D N.T.S. 12' t DITCH SECTION 3-E N.T.S. 10-YR ELEV = 523.17 2-YR ELEV = 523.12 lTfC1M III FV = A93 n NOTE: GRASS LINED DITCH 10-YR ELEV = 530.19 2-YR ELEV = 530.13 lTC1M FI FV = A3n n NOTE: GRASS LINED DITCH / 10-YR ELEV = 547.34 2-YR ELEV = 547.23 BOTTOM ELEV = 547.0 NOTE: GRASS LINED DITCH / 10-YR ELEV = 541.33 2-YR ELEV = 541.22 BOTTOM ELEV = 541.0 NOTE: EC-3, TYPE 1 DITCH LINING Earth Protective Lining DITCH LOCATION AREA (ac) AVERAGE CN Tc 2-YR Q (2-YR) SLOPE LEFT SIDE SLOPE RIGHT SIDE SLOPE BOTTOM WIDTH ALLOWABLE VELOCITY n = 0.03 In = 0.05 In = 0.015 10-YR Q (10-YR) DEP. (FT) NOTES TOTAL CN=98 CN=69 CN=55 INCR. ACCUM. (min) (in) (cfs) (ft/ft) VEL. Qn VEL. DEP. Qn DEP. (in) (cfs) 5-A 3.10 0.38 - 2.72 60 - 5 3.68 3.48 0.0281 3:1 3:1 0.00 7 4.18 - - - - - 5.57 10.45 0.74 EC-3, TYPE 1 3-A 1.23 0.40 0.83 - 78 - 5 3.68 3.36 0.0728 3:1 3:1 - 7 5.29 - - - - - 5.57 6.59 0.32 EC-3, TYPE 1 3-B 0.27 0.04 0.23 73 - 5 3.68 0.57 0.0451 3:1 3:1 - 4 2.63 - - - - - 5.57 1.23 0.17 GRASS LINED 3-C 0.41 0.07 0.34 74 - 5 3.68 0.97 0.0746 3:1 3:1 - 4 3.62 - - - - - 5.57 2.00 0.19 GRASS LINED 3-D 1.24 1.24 69 5 1 3.68 1 2.17 10.03561 3:1 1 3:1 4 1 3.62 5.57 1 5.06 10.34 1 GRASS LINED 3-E 1.54 1.54 69 5 1 3.68 1 2.76 10.06311 3:1 1 3:1 7 1 4.71 5.57 1 6.37 10.33 1 EC-3, TYPE 1 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com 'fH OF v ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SHEET NAME: ON -SITE DITCH PLAN SHEET NUMBER: C-611 DATE: March 24, 2023 dmwingl.Gwg © Anhold Associates 2023 Sheet 39 of 42 �0 0 _ 120- — 180 — SCALY. 1" = B0' \� CONTOUJt1NTERVAC-=-2-----_--_ "BI _ — — — — — _ N/F COMMONWEASCUIT RUN",,�9INIA TN OF I II II II II II 1\ \\ \ \\\ \\ \\ \\\ \ \---F--�------- —i DCAN 3ERV4TION,11194 C783AACRES I I I I I \ \ \ \ \ \ \ \ \ 70-6D, zONEIE: RA I I I I I \ \ \\ \ \ \ \ \ \ FUTURE COY INTY DARK I I I I I I \ \ \ \\ \ \ \ \ \ I I I I \ \ \ \ --550' 1 I Ik �\ \ STORMWATERQUANTITY 47, 08 #2 / / / // // / VOLUME ILn If tk I I I I 1 \ \ \ \ BASIN #2 DRAINAGE DIVIDE (TYP) \ \ \ \ \ \ 3" PERFORATED INFILTRATION PIPE EMBEDDED WITHIN 4'x2'xl' STONE INFILTRATION AREA. INVERT = 537.00 48" CONCRETE STANDPIPE WITH TRASH, RACK AND ANTI -VORTEX DEVICE / /' / /' / , / iBr� T/O/VB TOP ELEVATION = 541.30 3" ORIFICE ELEVATION = 538.75 3" PERFORATED PIPE ELEVATION = 537.00 15" INVERT OUT = 533.00 GRASS -LINED EMERGENCY SPILLWAY ELEVATION = 543.00 \ 6WIDTH, 30' BREADTH Sd 91'-15"HDPEQ4.27. / INVERT IN = 533.00, INVERT OUT=529.00 I I \ //-530 PIPE END SECTION = 15" ES-1- 4" RIVER ROCK OUTLET PROTECTION 6' LENGTH x 8' WIDT% HATCHED AREA DENOTES SUSPECTED, WETLANDS - NOT O BE DIST UBED ca 0 I I � 38 _ I I I I I \ 1 1 \ I I CID PROPOSED PROPOSED RIGHT-OF-WAY \ I I I I \ m wI ` (SEE UPC 119207 SHEET 5 FOR WORK WITHIN ROW) \ I 1 \ hry ry� - - - - - / / / 1 \ rya s26 � // // N1, 522 P�Nv� IRS _ _6*00 2323-� F23231 I I I \ \ �\ ��TA 13 \ — b T-7)7-—�_� TA02 I 1 \ \ — / \ \\ \ DOM I _ — — — — — — — — S — — — FIRF----------- -�` \_ IRS ----- \ \ \ \ ----- --- -------------------- ----------- -- - - -- - 114+00 --- -- --- - o -------____�(---- ------ i VARIABLE WIDTH RIGHT OF WAY - i B-288FIG 324 -.HWPB I PG 43 NOTE: SEE SHEETC-601 FOR LIMITS OF POST -CONSTRUCTION DRAINAGE ------ ----------- ----AREAFORQUANTITYBASIN#2 ------ ---------------- --- _-_-_-- _-_-_-_-_ __�- - __ - --_-_ drewingl.dwg 4' 0 CONCRETE STAND PIPE CONCRETE STORMWATER MANAGEMENT STANDPIPE N. T. S. STORMWATER QUANTITY BASIN #2 CONTRIBUTING DRAINAGE AREA (ACRES) 11.44 SIZING: DESIGN VOLUME (CUBIC FEET) 47,608 ELEVATIONS (FT): BOTTOM OF BASIN 538.00 PERFORATED 3" PIPE INVERT 537.00 STANDPIPE 3" ORIFICE 538.75 STANDPIPE TOP 541.30 EMERGENCY SPILLWAY 543.00 TOP OF EMBANKMENT 545.00 IZ "I 18"MIN Elevation View B-B Section View A -A VDOT EC-2 MATTING GRASS LINED DITCH CONT. SHALL ENSURE THAT SPILLWAY IS IN CUT 2' MATERIAL I 6' 1 1 6' EMERGENCY SPILLWAY SECTION N.T.S. r— See Plan 48" STANDPIPE TRASH RACK � ANTI -VORTEX DEVICE ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 100-YR STORM woolley-eng.com 10-YR STORM 3" ORIFICE WITH TRASH RACK 2-YR STORM 1-YR STORM BOTTOM ELEVATION OF BASIN = 538.00 4 x 2' INFILTRATION SURFACE AREA WITH #57 AGGREGATE 1' DEPTH, INVERT = 537.00 3" PERFORATED /DOT ST-1 INFILTRATION PIPE INVERT = 537.00 -- /_ELEV = 545.00-_ NOTE: CONTRACTOR TO ENSURE POSITIVE DRAINAGE IN EMERGENCY OVERFLOW SPILLWAY er Stanaplpe Earth Fill 1. Material - Fill material should be taken from an approved, designated borrow area. It should be free of roots, stumps, wood, rubbish, stones greater than 6 inches, and frozen or other objectionable materials. Fill material for the center of the embankment and the cutoff trench should conform to Unified Soil Classification GC, SC, or CL. Consideration may be given to the use of other materials in the embankment if the design and construction are supervised by a geotechnical engineer. 2. Placement - Areas on which fill is to be placed should be scarified before its placement. Fill material should be placed in layers a maximum of 8 inches thick (before compaction), which should be continuous over the entire length of the fill. The most permeable borrow material should be placed in the downstream portions of the embankment. The principal spillway must be installed concurrently with fill placement and not excavated into the embankment. 3. Compaction - Fill material should be compacted with appropriate compaction equipment such as a sheepsfoot, rubber -tired or vibratory roller. The number of required posses by the compaction equipment over the fill material may vary with soil conditions. Fill material should contain sufficient moisture such that the required degree of compaction will be obtained with the equipment used. The minimum required density is 95% of maximum dry density with a moisture content within ± 2% of the optimum, unless otherwise specified by the engineer. Each layer of the fill should be compacted as necessary to obtain minimum density and the engineer should certify, at the time of construction, that each fill layer meets the minimum density requirement. All compaction is to be determined by either Standard Proctor Test (ASTM D698) or the Modified Proctor Test (ASTM D1557) as directed by the geotechnical engineer based on site and soil conditions and the size and type of structure being built. 4. Cutoff Trench - The cutoff trench should be excavated into impervious material along or parallel to the centerline of the embankment as shown on the plans. The bottom width of the trench should be governed P 9 P P by the equipment used for excavation, with the minimum width being 4 feet. The depth should be at least 4 feet below existing grade or as shown on the plans. The side slopes of the trench should be 1 H:1 V or flatter. The backfill should be compacted with construction equipment, rollers, or hand tampers to assure maximum density and minimum permeability. 5. Top Soil - The surface layer of compacted fill should be scarified prior to placement of at least 6 inches of top soil. The top soil shall be stabilized with in accordance with the Virginia Erosion and Sediement Control Handbook, latest edition. 'fH OF v ERIC W. WOOLLEY 9 LIC. NO. 37088 Q; �o�+SS'IO NAL ��G 4" REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SHEET NAME: SWM PLAN BASIN #2 �971��►l�Jul-3�:� C-620 March 24, 2023 C Anhold Associates 2023 Sheet 40 of 42 \\ Uo\ /' PROPOSED RIGHT-OF-WAY LINE \ I I I I \ 1 \ \ SEE UPC 119207 SHEET 3 It It STORMWATER QUANTITY QUANTITY BASIN #3 \ \ \ 1 \ \ VOLUME 60,602 CIFHATCHED AREA DENOTES = \ \ I I \ \ \ 1 SUSPECTED WETLANDS- I UNNAMED TRIBUTARY I \ \ \ NOT TO BE DISTURBED GRASS -LINED EMERGENCY SPILLWAY ELEVATION = 473.00 \\ \\ \\ \\ \ 8' WIDTH, 18' BREADTH \��• .\\( \ \ \ \ \\ \I III___\ \\ \ \ \\ \\— \\\— 1131'-12"HDPE@0.NX 1 \\ \\ INVERT IN = 465.50 \ \ \ \ 456 \ I I I INVERT OUT=465.00 \ \ \\ \ \\ \ 47 \ = \ 1 I I 468 / 1/ > \ \�� \ —\ \_ / 00 \ 1 PIPE END SECTION =112" ES-1 1 4" RIVER ROCK OUTLET PROTECTION \ 6' LENGTH x 8' WIDTH IPF .9 \ I \ \ \\ \ \ �� S 4158'26' \ \ \ ( — I PROPOSED PERMENANT DRAINAGE EASEMENT EXISTING RIGHT-OF-WAY LINE (PUBLIC EASEMENT) STORMWATER QUANTITY POND ACCESS DRIVE WITH TURNAROUND ASPHALT SURFACE FOR FIRST 25 LINEAR FEET FROM ROUTE 20, THEN GRAVEL SURFACE MATERIAL 12' WIDTH, 251' LINEAR FOOT LENGTH 30 0 30 60 90 SCALE: 1" = 30' CONTOUR INTERVAL = 2' NOTE: SEE SHEET C-601 FOR LIMITS OF POST -CONSTRUCTION DRAINAGE AREA FOR QUANTITY BASIN #3 LU '7LU \� 4' O CONCRETE STAND PIPE B-------- A II I I I I i I NOTE: ALL STORMWATER DRAINAGE PIPES SHALL COMPLY WITH CURRENT VDOT ROAD & BRIDGE STANDARDS CONCRETE STORMWATER MANAGEMENT STANDPIPE N.T.S. STORMWATER QUANTITY BASIN #2 CONTRIBUTING DRAINAGE AREA (ACRES) 11.01 SIZING: DESIGN VOLUME (CUBIC FEET) 60,602 ELEVATIONS (FT): BOTTOM OF BASIN 468.0 STANDPIPE 3" ORIFICE 468.0 STANDPIPE 6' ORIFICE 470.0 STANDPIPE TOP 471.0 EMERGENCY SPILLWAY 473.0 TOP OF EMBANKMENT 475.0 Sel Earth Fill VDOT EC-rZ MATTING Section View B-B Section View A -A GRASS LINED DITCH CONT. SHALL ENSURE THAT SPILLWAY IS IN CUT 2' MATERIAL I EMERGENCY SPILLWAY SECTION N.T.S. See Plan 48" STANDPIPE TRASH RACK WITH ANTI -VORTEX DEVICE YR STORM ELEV = 473.22 6" ORIFICE WITH TRASH RACK 0-YR STORM ELEV = 470.69 3" ORIFICE WITH TRASH RACK STORM ELEV = 469.06 STORM ELEV = 468.51 BOTTOM OF BASIN = 468.00 ELEV = 545.00 -- — NOTE: CONTRACTOR TO ENSURE POSITIVE DRAINAGE IN EMERGENCY OVERFLOW SPILLWAY er Standpipe 1. Material - Fill material should be taken from an approved, designated borrow area. It should be free of roots, stumps, wood, rubbish, stones greater than 6 inches, and frozen or other objectionable materials. Fill material for the center of the embankment and the cutoff trench should conform to Unified Soil Classification GC, SC, or CL. Consideration may be given to the use of other materials in the embankment if the design and construction are supervised by a geotechnical engineer. 2. Placement - Areas on which fill is to be placed should be scarified before its placement. Fill material should be placed in layers a maximum of 8 inches thick (before compaction), which should be continuous over the entire length of the fill. The most permeable borrow material should be placed in the downstream portions of the embankment. The principal spillway must be installed concurrently with fill placement and not excavated into the embankment. 3. Compaction - Fill material should be compacted with appropriate compaction equipment such as a sheepsfoot, rubber -tired or vibratory roller. The number of required posses by the compaction equipment over the fill material may vary with soil conditions. Fill material should contain sufficient moisture such that the required degree of compaction will be obtained with the equipment used. The minimum required density is 95% of maximum dry density with a moisture content within ± 2% of the optimum, unless otherwise specified by the engineer. Each layer of the fill should be compacted as necessary to obtain minimum density and the engineer should certify, at the time of construction, that each fill layer meets the minimum density requirement. All compaction is to be determined by either Standard Proctor Test (ASTM D698) or the Modified Proctor Test (ASTM D1557) as directed by the geotechnical engineer based on site and soil conditions and the size and type of structure being built. 4. Cutoff Trench - The cutoff trench should be excavated into impervious material along or parallel to the centerline of the embankment as shown on the plans. The bottom width of the trench should be governed by the equipment used for excavation, with the minimum width being 4 feet. The depth should be at least 4 feet below existing grade or as shown on the plans. The side slopes of the trench should be 1 H:1 V or flatter. The backfill should be compacted with construction equipment, rollers, or hand tampers to assure maximum density and minimum permeability. 5. Top Soil - The surface layer of compacted fill should be scarified prior to placement of at least 6 inches of top soil. The top soil shall be stabilized with in accordance with the Virginia Erosion and Sediement Control Handbook, latest edition. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com TH OF ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL E: REVISION: NO. DESCRIPTION DATE SCALE: 1' = 30' SHEET NAME: SWM PLAN BASIN #3 SHEET NUMBER: C-621 March 24, 2023 drewingl.dwg © Anhold Associates 2023 Sheet 41 of 42 Virginia Runoff Reduction Method Worksheet DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet -Version 3.0 SMP Design Specifications List: 2013 Draft Stds & Specs Site Summary Project Title: Biscuit Run Park Date: 44958 Total Rainfall = 43 inches Site Land Cover Summary A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 8.50 0.00 0.00 8.50 $6 Impery iou s Cover (acres) 0.00 1.40 0.00 0.00 1.40 14 9.90 100 Site Tv and Land Cover Nutrient Loads Site Rv 0.31 Treatment Volume ft' 10,999 TP Load Qla/yr) 6.91 TN Load (lb/yr) 49.44 Total TP Load Reduction Required (lb/yr) 2.85 Site Compliance Summary Total Runoff Volume Reduction(it') 0 Total TP Load Reduction Achieved (Ib/yr) 0.00 Total TN Load Reduction Achieved (Ib/yr) 0.00 Remaining Post Development TP Load 6.91 (lb/yr) Remaining TP Load Reduction (lb/yr) Required 2.85 Summary Print Virginia Runoff Reduction Method Worksheef -______________-________-________-_.______-_.______-_._________ Runoff Volume and CN Calculations DrainageAreas RV&CN Drainage AreaA DrainageAreaB DrainageAreaC DrainageAresD Drainage AresE CN 0 0 0 0 0 RR W 0 0 0 0 0 1-year return period RVwo RR Iw¢inl 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 2-year return period RVwo RR Iwrinl 0.00 0.00 0.00 1 0.00 0.00 RVw RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 10-year return period RVwo RR lwo-inl 0.00 0.00 0.00 0.00 0.00 RV w FIR (w. in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 Sum Mary Print VRRM SPREADSHEET SUMMARY N.T.S. Virginia Runoff Reduction Method Worksheet Drainage Area Summary DA. A D.A. B D.A. C D.A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Impervious Cover (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Total Area (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Area Compliance Summary DA. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 TN Load Reduced (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Summary Print SWM SITE SUMMARY: PROPOSED LIMITS OF CLEARING (AC) 9.9 PROPOSED IMPERVIOUS SURFACE (AC) 1.40 VRRM SWM QUALITY SUMMARY: REQUIRED QUALITY LOAD CALCULATION (LB/YR) 2.85 OFFSET CREDITS TO BE PURCHASED (LB/YR) 3.0 RESERVED CREDITS FOR FUTURE BUILD -OUT (LB/YR) 0.15 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING LOT VSMP/WPO AMENDMENT#1 AN HOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 woolley-eng.com �LTx of v� ERIC W. WOOLLEY� A LIC. NO. 37088 a o��sst O NA L S�G;W REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SHEET NAME: SWM PLAN WATER QUALITY SHEET NUMBER: C-630 DATE: March 24, 2023 draArgl.dwg © Anhold Associates 2023 Sheet 42 of 42