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HomeMy WebLinkAboutWPO202300009 Plan - VSMP 2023-02-13BISCUIT RUN PARK PHASE 1A, ENTRANCE AND PARKING PROJECT WPO-2021-00037 ALBEMARLE COUNTY, VIRGINIA DEPARTMENT OF FACILITIES AND PLANNING LIST OF LANDSCAPE ARCHITECTURAL ABBREVIATIONS APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL MAX ASSOC ASSOCIATED MFR MIN B&B BALLED AND BURLAPPED MISC BOC/ BC BOTTOM OF CURB BOS BOTTOM OF STAIR NOM BW/BOW BOTTOM OF WALL NTS CAL CL COL CONC CONT DET DEMO DIA DIM DWG EJ EL/ELEV ENGR EOP/ EP EQ EX EXIST FC/FOC FF/FFE FG FH FOB FOW FT FYS GALV HC HT IN INV LA LF LOO LOW LP SYMBOLS CALIPER CENTERLINE CLEAN OUT CONCRETE CONTINUOUS DETAIL DEMOLISH/DEMOLITION DIAMETER DIMENSION DRAWING EXPANSION JOINT ELEVATION ENGINEER EDGE OF PAVE EQUAL EXISTING EXISTING FACE OF CURB FINISHED FLOOR ELEVATION FINISHED GRADE (PAVED AREA) FIREHYDRANT FACE OF BUILDING FACE OF WALL FOOT/FEET FRONT YARD SETBACK GALVANIZED HANDICAP HEIGHT INSIDE DIAMETER INVERT LANDSCAPE ARCHITECT LINEAR FEET LIMIT OF DISTURBANCE LIMIT OF WORK LOW POINT 00.00+ PROPOSED SPOT ELEVATION 00,00' EXISTING SPOT ELEVATION 0.0% PROPOSED SLOPE /-� PROPOSED CONTOUR NUMBER r EXISTING CONTOUR NUMBER OC PA PH POB POC PROP PVC R REINF ROW RP SAN SD SF SH/SHT SIM SPEC SQ SS ST STRUC TOC TEMP TOS/ TS TO.SLAB TW/TOW TYP UTIL VAR VIF MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS NOMINAL/NOMINAL DIMENSION NOT TO SCALE ON CENTER PLANTING AREA PHASE POINT OF BEGINNING POINT OF CURVE PROPOSED POLYVINYL CHLORIDE RADIUS REINFORCED RIGHT-OF-WAY ROAD PROFILE SANITARY /SANITARY SEWER STORM DRAIN SQUARE FEET SHEET SIMILAR SPECIFICATIONS/SPECIFIED SQUARE STAINLESS STEEL STORM STRUCTURE/STRUCTURAL TOP OF CURB TEMPORARY TOP OF STAIR TOP OF SLAB TOP OF WALL TYPICAL Illlol\7 VARIES/VARIABLE VERIFY IN FIELD W/ WITH W/O WITHOUT WWF WELDED WIRE FABRIC WWM WOVEN WIRE MESH MISCELLANEOUS: @ AT FEET " INCHES # NUMBER DIRECTION SECTION FACES DETAIL NUMBER SECTION LINE SHEET NUMBER SHEET LIST TABLE N d o Q o of CO cli U N p o � o Sheet Number Page Sheet Title Description G-001 1 Cover Sheet X X i al Project and Landscape Site Notes SHEET NOT USED 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 & Clearing Plan North X X C-101 10 Existing Conditions & Clearing Plan South X X C-110 11 E&S Plan - Partial North X C-111 12 E&S Plan - Partial South X C-112 13 E&S Plan Phase Two- Partial North C-113 14 E&S Plan Phase Two -Partial South & Notes C-120 15 E&S Details X C-121 16 E&S Details L-100 17 Landscape Site Plan- Partial North X L-101 18 Landscape Site Plan- Partial South X L-120 19 Trail Hub Site Plan X L-121 20 Trail Hub Grading Plan X L-200 21 Landscape Site Details X L-201 22 Landscape Site Details X L-202 23 Landscape Site Details X Landscape Site Details SHEET NOT USED L-210 24 Vault Toilet X C-200 25 Civil Layout & Utilites Plan - Partial North X C-201 26 Civil Layout & Utilities Plan - Partial South X C-210 27 Grading and Drainage Plan - Partial North X C-211 28 Grading and Drainage Plan - Partial South X C-300 29 Civil Site Details X ;ivil Elie ueia, SHEET NOT USED Civil Site Deta" SHEET NOT USED C-400 30 Storm Water Pipe Profiles X ar Pipe Profiles SHEET NOT USED C-500 31 Road Plan and Profile X C-501 32 Road Plan and Profile X C-502 33 Road Plan and Profile X C-503 34 Line of Sight Profile X C-504 35 Roadway Details X C-600 36 Pre -Construction Drainage Divides X C-601 37 Post -Construction Drainage Divides X SHEET NOT USED C-610 38 Route 20 Ditch Plan C-611 39 On -Site Ditch Plan SHEET NOT USED C-612 40 Stormwater Management Details X C-620 41 Stormwater Mangement Plan - Basin #1 C-621 42 Stormwater Mangement Plan - Basin #2 C-630 43 Stormwater Mangement Plan - Water Quality X L-300 44 Landscape Planting Plan- Partial North X L-301 45 Landscape Planting Plan -Partial South X L-302 46 Landscape Planting Details X TOTAL SHEETS 32 17 GENERAL INFORMATION 1. PROPERTY OWNER COMMONWEALTH OF VIRGINIA DEPT. OF CONSERVATION AND RECREATION 600 EAST MAIN STREET RICHMOND VA 23219 2. PROPERTY LESSEE & DEVELOPER COUNTY OF ALBEMARLE DEPT OF FACILITIES AND PLANNING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 3. SITE DESIGN AND LANDSCAPE ARCHITECTURE ANHOLD ASSOCIATES, PLC 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VA 22943 434-882-3420, ANHOLDLA.COM 4. SITE ENGINEERING WOOLLEY ENGINEERING 210 5TH STREET NE CHARLOTTESVILLE, 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 DATE PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT VIRGINIA HEALTH DEPARTMENT ARCHITECTURE REVIEW BOARD ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 /a19191 N *IV BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com tprp,LTH OF ? 7 Oe02/�1Q0/2 ,,p���3 U DAVID T. ANHOLD 9 rY Lic. No. 00311 w �cApE ARG"I DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: N/A SHEET NAME: COVER SHEET FIRE OFFICIAL SHEET NUMBER: G -001 February 10, 2023 c:WsemWavidl mind assoomes dmpboxVmhold team biderlpmjectsWismit mM01_mMO2_sheetstg001_cover - wpo.dwg ©Anhold Associates 2023 Sheet 01 of 17 Albemarle County General Construction Notes 1. 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. 2. 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. 3. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 4. 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. 5. All slopes and disturbed areas are to be fertilized, seeded and mulched. 6. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 7. 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. 8. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 9. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 10. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1 1.The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). 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. GENERAL EROSION AND SEDIMENT CONTROL NOTES Biscuit Run Park: Phase 1 a 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-11: 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 PROJECT WPO -CLEARING SUBMISSION 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 `CH Opp, j�ERIC W. WOOLLEY A LIC. NO. 3708e--' 0 2-10-2023 svW REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: As Noted SHEET NAME: GENERAL CIVIL SITE NOTES SHEET NUMBER: G-003 DATE: February 10, 2023 d.Mmgl.dwg © Anhold Associates 2023 Sheet 2 of 17 ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 _ ADDRESS - -_ ----` _ --- _ 1 • , 'r __ ___ __ ___ __ __ __ _ `BISCUIT RUN - --- - ,- - II I I I , -- I `'I _ '/ _-------�,o--- - PHASE 1A ENTRANCE i- - / - - - — —_ i ----------------- I Or _ _ ; , AND PARKING PROJECT ---- ° - - - \ _ � - WPO CLEARING SUBMISSION _ I i r I ' r I I ` . • • ` r ' , r , - _ ' I 'r I I I r r / , I I I rI I r ♦r' •- _I' I _ __ ___. ,' - -' I ,- ,I 'r - _ - --_ . _ - ' , r , ---- -� -_ \ -_ - , _ - -- - �- - - _ ANHOLDASSOC--------------------- IATES _ __ -_ ________ _ ________ _ 11 Rockfish PTurnpike Greenwood, VA 22943 ___ - _ ----------------- __ ______ __ 434.882.3420 _ "- -__ --- anholdla.com - -- - - / \ ♦ I r r I i i I I , r r r I �T , : ' , _ r ' , r" I ' / — , I ' I ' , I ' i i , I I I _ _ _ ____ / _ " _ — 1 '1 I _ - I , ♦ I , r , I r r ' i - - � I , I ' , r I I I I , i , , r I , , I , , r , , r , , / I I I / r , ' r I , , I , 90 - / / , I I I r I I I I r r ' I , r r I / I r r I I , I I , I , I i , , I ---- - - _ _ 1 I I I / - ,,' \ o \ -' _ I r , I , r , I r r I ' I I ' , r ' I 1 I I I r l r I ' I I , , I ' _ I/ , i I � r I I ' II it ___________________ r / L `-- — - I _________ _ __ ___ _ I I I I , I _ I I I I r __ _ _ , I ' ;r r I ♦ __' I I r' I r I I I r I , I I I I I , I I ._r, , , , ♦ I I - COMMONWEALTH'' fRGI IA _ _ — , I - � 1 \ > I I °\ DE T F N RV TI N RE EATa N` - . � �O 5E O & - I - D 1 _ I _ I I _ `I _ _ _ - - ICI , _ G: RA ' - I I \ / I i/ I l I \ I I ♦ I I ' , r I I I I I , ' I I I I♦ , I, I I I I I I I I ♦ ` I _ _ I __ __ _ _ _ \ - I _ � _ _ `\ - -PRE DEIEEL_ �PME \'F ♦ I \ \� N I RAI DtVID - I \ \ \ ♦ ♦ ♦ ♦ ♦ _ _ \ I _ _ _ - - 1 I I __ ' ♦ r , r i , r r r'r r' 1 \ J \ - _ \ _ III I ' 1 _ - 1 \ I _ 1 S \ I _ r/ \ _ _ I I 1 - _ I I I \ - \\ I r/ _ 1 -- I _ _ I 1' 'T� 1' N ' I I EARL LA�1- ` R•`fJi\• C Otl �GI ' S`&'` L NG♦' I \ — EX N � NQ — 1 I ------------ 1r I 0' E SIP 'RtIA ,k R7H \ l or I — —' I \ ` i \ -- I - - _ - - 1 - - II I I \ - I ♦' - _ %r -;' \ \ _ _ _ _ _ _ _ _ _ _ _ ♦ ♦ ♦ ♦ ♦ _ , , I ♦ II ' -- `•\�=.r=,�'� '�'� -- II, _ _ \ \ \ - _ I - _ 1 _ _ _ I I, , ♦ \ , , ! _ _ _ I 1 _ _ - , _ \ _-- /' - ',,- ,/ ___ ,_- LIIMI'fSl �F �P'ROJ,E,G,1�,�"- - I - I — � I I I- / - - 1 1 \Ty - 4 \ A I 1 I - - I \ - � - � O 2/1 /2 _ - / - 0 0 3 f� 9 > - - - 1 - I - 6 ° _ v - �t N b� N ! E'b G' DAVID T. ANHOLD W ' LA _ 1 - _ j - Lic. No. 00311 \ - _ � - I \ 9 I — — \ I / I I `'1r IN �I \ 1 1' 1 — S 'PRE-DEUEC PMENT_ I ;I ___ C � - R r A I , _ E 1 \ DRAINA biVIDE 9 S I�jl,l ° \ I _ _ 1 1 EXI TiN N � ITII I N � TH ______ - IC S G �,O O S ♦SOU - I - 1 -- I I I i" I ♦ ♦ ♦ ` it ------ �. `♦l.�'NNAMEb �T�R�AMr - -- --- � - ------ _ 111E P♦ TIAi TH - - - - I G &S SOU I I I I . --- _, _, \ ♦ \ � I ` \` - �\ \ --- ----- -- _ I I 1 \ ---- '--_- -- -__ ----_ -- - DAVIDT.ANHOLD ----- ''-,'' �r - - -�''- _ ___ -_ -_ "- VA LICENSED LANDSCAPE ARCHITECT - _ - - - I \ - - - LIC N0. 00311 _ I I , I ♦ ♦ ♦ ♦ •' '`'��; _ '`. ,, +'`'' � I� •.ice � �•so— _� �`•� _, I \ - - - ______________ _ _ � • _ � _ ` • _ _ _ _ _ _ _ � REVISION r • ♦ \ ♦ _ _ II ,I II ♦ _ _ \ \ \ - - �\ \ _ NO. DESCRIPTION DATE - IMI`� `P,R � fi - - -- - S E)F OJ C - - I - - - - - 01 APPROVED INITIAL SITE PLAN 05.03.21 - \ TYRI L. - C� - - I I I r I . r �I Fa - -- - -- - I I I I I ` , I ' I ` _ _ ♦ I , I I , r ; ' Ir I ; I I r \ ♦ _ I _ _ I TUR ANG I r i I T ' TAL DI BUR 'b \ - sz°\`' - "-- I - - r , -- ----- - - \ IIIII, , ,,, \`, \ '' - -- --- - I , I 1 Ir AREA- - — 3 �. — — STU C - _ � - • I I hI' I _ _ r I ��IS fN�'V1/b0`at-A� GE. -- - _ _ 1 i i \ \ LL I - - I '' \ . 1 ♦\ - \ - \ \ K 'I E A — \ — S I 'I - - ` 11 \ — F� — r I ' rl ' ♦ ♦ ♦ ♦ \ 7y 1 i, — _ _ I R TE2 - - - - -�' I / � --- -------�"____ ® ,,� — • = R1Y — — ` _ ' " — — —-------- ` , ` ` AV6 WE � N,S7. , _ \ I II \ i I \ / 1 \ k — ---- —_ _------ _— \---- — — -- — 1 — — — -- \ I � — — — — — - -` I ^ � LIMITS OF PROJECT, C �� ;;, ___ �'-�__q —� _ _ = __ __ </ z �� - ___ -__-- - - ---- TYPICAL. I SCALE: - - -- ♦ -- --- ------ ---- ---- -_ ----- ------ - _ - - --- --- ------ - - -_ -- _--- - - __ --__ - __ - - y- 1 - - - - _- - - -- = - - --- - - _ -_ _ - - - ---- ' - - - - - '��—J l SHEET NAME ♦ --------------------------------------� -- — — - -_--- — -_ ��- -- - ----- ,l 1 - -�---- -` ` -- �- --- �---_--, ----_-=-i_-_�-_--��;I „=--------- _ ---- SITE CONTEXT &KEY LIMITS SITE PLAN DISTURBANCE LIMITS OF PROJECT, N SHEET NUMBER: TYPICAL. o ao so 160 Ammmmmmmiiii G -004 DATE: February 10, 2023 c.WsemVfavitl\anhold associates dmpbmz mholdteam foldrerprojects\biscuitrun\01_carA02_sheets\g004_site contrIO & key plan.d g O Anhold Associates 2023 Sheet 03 of 17 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 I 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 150, 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°1951' E L33 N 46°0311' EL34 ml N 30 °4224' W 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 95.77' L63 N 84°55'18' W 106,32' 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 I I SISCrl 7 ITUN 1189.477 A CIL�ES I I I I I I� S-1 21 v BOUNDARY EXHIBIT NORTH S-124 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 - CLEARING SUBMISSION ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com NLTH 6; 02/1��� U� 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 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: 1" = 600' N SHEET NAME: SITE BOUNDARY EXHIBIT- KEY PLAN SHEET NUMBER: S-120 February 10, 2023 c:Wsems mily,anholdassociatesdmphoxWnholdteam foldertprojeftiscuitmn\0 d%02_sheetMs-120survey.dwg ©AnholdAssociates 2023 Sheet 04 of 17 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 A S IFS � ti c llC' 11 GAF ,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 - CLEARING SUBMISSION 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 NO.00311 REVISION: NO. DESCRIPTION DATE 0 1 APPROVE D I N ITIAL SITE PLAN 05.03.21 SCALE: 111 = 200' SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL EAST SHEET NUMBER: S-121 DATE: February 10, 2023 Sheet 05 of 17 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLA T - 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 CUP VE TABL E CURVE TANGENT RRADIUS1 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 � 4 9o-6C1 REF DB 4658 PG 211 / 0 0 / 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 PLA T - 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 V 2 m' 2 W 2 0 j a 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 - CLEARING SUBMISSION 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 APPROVED INITIAL SITE PLAN 05.03.21 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 /PF 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 k1� SCALE: 111 200' 1) = \ N SHEET NAME: 0 SITE BOUNDARY EXHIBIT - PARTIAL SOUTH 0 100 200 400 38" YELLOW POPLAR \ SHEET NUMBER: so-1z / THE ✓✓P TIMBER TRUST / DB 4278 PG 268 S-122 DATE: / February 10, 2023 © Anhold Associates 2023 Sheet 06 of 17 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' CUR VL TABLE 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°5356' E C22 97.02' 985.00, 193,41' 193.10, N 79°17'47' W C23 12345' 2985,00' 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 °II'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 IPF A T 623 22' \\\ \\ \6 op, ` IIII \ \\ 9'�GSF9SF�F II 90-5 \BSoo � o 6 6Rs\ \ REF - DB 237 PG 266 REF - DS 115 PG 293 Qy R //�/ / T RUN \OB '9Npy/<!i'90 <pT IRFJ)Ll /Sl/ V / l l \ V l V Jl QQG Q g8¢s,�"NiS,rO A 6' \ 60\ 44 s 1189. 877 % CRES C26 THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM "POINT ✓" TO "POINT K" G0 \ B 2 � 6' <o IRF 06P \ G FT,S,'90 IRF / ' N: 3883277 15 \ 2B O/q lFF A ,� F E' 11473314.49 A/ 7 2 \ e N \ w �°) IRF 0s/<���^ 252 92 \ \ ! \ \ B R`s's'Tp ,90 \ <o/- ��� 6R A68 'S'q 6e R•. \ O OB. `90- <or IRF Gq sB J." Q .. IRF \ O � 90-6D IRF AT 2523' \ o A C,�N<' \ �' REF DB 49B O>OS S6 O<T� PG 214 0 \ IRF T 175 27" S, sj-i5-qOF Cl / v v F �c5l yN cNo'I S IRF IRF 60-/ FORFS? O/q! 20' DRAINAGE EASEMENT-71/ C6.,�.,`- ` ..._ NG/''FSS <O19 J IRF DB 707 PG 149 // ss / IRS AT 653 53 \s" /y VG 14g `SFiL/E'N TOT9l / RRS. C8 IRS U6 RRS_ IS 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 dropboxlanhold team foldedpmjeclaWswit mM01_catlW2_sheets%-123 survey-0etail. wg \\ 20' DRAINAGE EASEMENT / DB 707 PG 149 -L14 R r � 00 o A I "m m� A IA W rTl � � 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 S.s2S 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 1 / i 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% V 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 \ BISCUIT RUN THE PROPERTY LINE FOLLOWS \ TERMEANDERS OF THE � PHASE 1A, ENTRANCE FROM 'POINT H' TO 'POINT /" POINT IN THE AND PARKING PROJECT CENTERLINE OF 'BISCUIT RUN" WPO - CLEARING SUBMISSION 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 "BISCUIT RUN" IRF A T 63. J POINT I„ POINT IN THE CENTERLINE OF "BISCUIT RUN" 90-6D REF ti 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"F �TOTq/J #?F REF - DB 535 PG 329 "WELL LOT NO. 5" 0 100 200 400 ©Anhold As rates 2023 LTH P OF �,02/10/23 1� DAVID T. ANHOLD Y 9 Lic. No. 00311 G sCApE ARC�,1w DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: 1" = 200' SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL WEST SHEET NUMBER: S-123 February 10, 2023 Sheet 07 of 17 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 °4T40' E IIL53' L53 N 57°2957' E 24.88' L 54 S 02 °2541' E 55,72' L55 S 26°7617" 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 °0740' 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_cafttls 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 7J838 IPF 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 / PLAT - DB 405 PG 433 EASEMENT 90q\D\ /�\/ SECTIONA2 - BLOCK C "LOT 1B" DB 4048 PG 731 9 7oT�q �q /// PLAT - DB 362 PG 22 METAL oq\ pQ// / O� F "OAK HILL" IRE �� 7-POST s <oT �B / PHASE 3 PLAT DB 2932 PG 70 IRS 9OA-C-5 \ C:) \ 1 20' SANITARY G/ i 2Q J L55 "LOT 5'" SEWER EASEMENT / / 1pb, 90A-1-13 IS .� DB 2984 PG 685 /R"LOT 13" IP 2 SANITARY T IRF N j 90A-1-12 SEWE26311 PM PC 462 \ ///CUL-DEI SAC lRF S'6%FIRS S, "LOT 12" DB OB 2631 // \ FRAME Diu off' 6js INGRESS/EGRESS w c lRF / / / PLAr / 1 GARAGE�9' F 2 Bss•- EASEMENT >�a`�c� 52 / / / / I D�6>• E' DB 469 PG 435 \ �-� IRF L /% / - - _ IRF TER LINEL58 BLOCK \ c� / L 51 20 WA �� // IRF i EASEMENT �� /j \ PERMANENT ACCESS 0 PERMANENT ACCESS EASEMENT DB 2631 PG 475 PLAT - DB 2631 PG 462 / / IRF A T 73 32' / "POINT K" IRF m r- r a' SE�E�t � DER �g0 kg2 5 P G P0�/.' SPo08?0 7 E 20 T 3E) IPF AT 74.28' S 3>. �SR f s� 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 IRF DB 456 PG 639-640 \ \ EA SE WELL HOUSE E 0g'/ / i i / DB 2631 PG 475 \01 i 1! / j �N° �_ PLAT - DB 2631 CUE N:388763274 UIT R / \ PG 462 (19. 77) lRF E' 114793273 \ 90A-7A REF - OB 3270 PG 368 "WELL LOT NO. 2" IRF 90A-18 PLAT DB 456 PG 640 "WELL LOT NO. 4" O � ry �. ti N FRAME = SHED 6�19 (�OTpL) IRF I� 30�'9g IRF /90AI-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" \ PONTE IN THE \ CENTERLINE OF BISCUIT RUN" E 535 95' (TOTAL LRF 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" a� 90-38 THE PIEDMONT ENVIRONMENTAL COUNCIL TALL IRE 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 s6j TOT ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com 0LTH6;71%P) 2/10/23 DAVID T. ANHOLD a Lic. No. 00311 G w APE DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIALSITE PLAN 05.03.21 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" February 10, 2023 O Anhold Associates 2023 Sheet 08 of 17 TREE AND FOREST REMOVAL /CLEARING NOTES: HATCHING KEY --- � , I \\ y 1 1) EXISTING WOODLANDS AND FORESTED AREAS VARY _- -_ \ I II / --- I _-6 _ 0__ WITHIN THE LIMITS OF DISTURBANCE. MUCH OF THE '" _ .-----" II I \1 `\ _ - -- -___ 2 - FOREST AREA CONSISTS OF PIONEER TREE SPECIES STEEP SLOPES - PRESERVED II I\ % ' , C GROWING IN A DENSE THICKET. THERE ARE GROVES OF - I II \\ \\ l - LARGER TREES. THERE ARE MOWED TRAIL AND UTILITY \\ 1 EASEMENT AREAS. CONTRACTOR TO VERIFY EXACT STEEP SLOPES - MANAGED ------ \ VEGETATIVE CONDITONS PRIOR TO BEGINNING WORK. / 2) EXISTING TREE AND FOREST VEGETATION DEMOLITION TREE & FOREST DEMOLITION \\ \ \ I � ", - I AND CLEARING WORK SHALL BE PERFORMED WITH SAWS - `\ WITHIN PARK PROPERTY AND FOREST MULCHING EQUIPMENT ONLY IN ORDER TO I 1 -` MINIMIZE SOIL DISTURBANCE. TRUNKS SHALL BE CUT TREE & FOREST DEMOLITION - // f ABOVE GROUND LEVEL AND ALL VEGETATION SHALL BE __--550 i II i \` ALBEMARLE COUNTY WITHIN VDOT R.O.W. PROPERTY 1 -� CHIPPED OR GROUND AND THEN SPREAD ON SITE AS AN - EROSION AND SEDIMENT CONTROL MEASURE. _ W. ,,- I / 670 = CLIENT DELINEATED WETLAND AREAS _- I __ 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, ---_ I I I \\ / - _ \`� i - 401 MCI NTI RE ROAD OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR i I \ \ \ _ _ I - i CHARLOTTESVI LLE, VA 22901 SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT - -- ` _ ADDRESS \ \ / % ' MINIMIZES SITE DISTURBANCE. ---"- `. I\ \ \ / - \ \ / � R 4) NO CLEARING WORK SHALL BE PERFORMED OUTSIDE THE i \ r - - - _ V I SCU I I R U N LIMITS OF DISTURBANCE. i \. \ I\ \ / / --_ 5) THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR i \ ' _ _ I / _ - PHASE 1A ENTRANCE OBTAINING ALL NECESSARY FEDERAL, STATE, AND COUNTY i PROJECT LIMITS �- `� \\ PERMITS PRIOR TO BEGINNING ANY WORK ON SITE. --- �� _� �� '�- -� \\ / -____ AND PARKING PROJECT I_ / �`-------__-- - 6) OWNER SHALL BE RESPONSIBLE FOR FLAGGING THE - \ { / - -_ _ EXACT LIMITS OF TREE AND FOREST CLEARING IN THE % I j I / I - -600____ WPO-CLEARING SUBMISSION � I 7I I�� FIELD. THE LIMITS OF CLEARING ARE BASED ON A SURVEY ( LIMITS OF DISTURBANCE, PREPARED IN FEB. 2020. THE LIMITS OF EXISTING I EXISTING -DRAINAGE -DIVIDE, TYPICAL. / - ____ (LO.D:}TYPICAL _ WOODLAND MAY BE SLIGHTLY DIFFERENT THAN WHAT IS 1 _ SHOWN ON THE PLANS. THERE MAY BE NEW SMALL OR , 11 �I i SEE CIVIL PLANS FOR FULL EXTENTS' -_ J/ �► 41O Af�AAREASUMT�IARY. / / -PRdIECTLIMITS ANHOLD ASSOCIATES SPECIMEN TREES THAT ARE NOT SHOWN ON THE SURVEY. , I� /' 1-�=_ �D \ I-_, _ -- THE OWNER AND CONTRACTOR SHALL CAREFULLY INSPECT i� *� \\ 8311 Rockfish Gap Turnpike THE AREA OF DISTURBANCE SHOWN IN ORDER TO i � �� -- / -- -- I Greenwood, VA 22943 I 1 DETERMINE EXACT FIELD CONDITIONS. IT IS THE OWNERS 1 � ------ AND CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY 40' i ' - I \ `\ ; \ ------- L.O.D. AND DEMOLISH ALL TREES AND FOREST AREAS, WITHIN THE I \\ `',, - - - _ !__ - - - 434.882.3420 --_--/--/-,_I--__I- -I_--_---_---_ -__-___-______-______ ____-____ -_---_,-_-_ - -__---__-,_1-_, ---I-N-,-/- �,� I\,- � I" "' \' I_\,N_ " -,\ III LIMITS OF DISTURBANCE, THAT MIGHT IMPACT THE 1 ;\ LIMITS OF DISTURBANCE, \ I anholdlaxom II I ' LONG-EARED BAT ENVIRONMENTAL REGULATIONS. " , ' I 1 i (L.b.D.) TYPICAL ----\ 7) DUE TO ENVIRONMENTAL REGULATIONS ASSOCIATED I � 1 - WITH PROTECTING ENDANGERED NORTHERN LONG-EARED ' BATS, NO TREE REMOVAL /CLEARING IS PERMITTED �', I j � ! 1 I'� \\ \\` z ___-__ `��'--- , BETWEEN APRIL 1ST AND NOVEMBER 14TH. / \ -------590--__ _ , -- --_ / 1 it vv \'.� " Z � `v A � /------_ , I d r , - , / 1 EDGE OF EXISTING, ___ ",1, I II 1,I 1, IN 1% IN 11I1,II \ � � � \ \ � \ � \ \ \ � \ \ � \I�" � " I" , I ", "I 1"', )1I -\1,1� � 1\\k\�I �.L\ \_ - _ FOR PICAL -� _- - �'�/ ' � �� �fj � i 11 vI /� \V / �, v v ��------ ESTEDAREA, TY I-----____-- � --- - _ /----------- --_ - I---/_I-,-"..-_.-I �.I- ._'_�N7_._-,�.""_.-�_ "_._� - _.4__-.I _.'-" "L__V.�-_--.__._IU.__" -- _.��1-)_.,/_._/--_.',_,.1_._-_.,-_-I-_I- -, ,�- -=-"-__,-I:_-,�I:__", ___-� k_-_"'I"_�I-.,�-_1__III-_l_--Il1___",-�/'-' _,� _-',�l1-,_-- �_,__ ",�--_,N-- _�",_-�,l ,-"1"_ ,/__,l-_�I 1- -�" -(_,�-�"_'l ,�-�-_,n, -_ ," -,_� I'IIl -__�_ ,,/ ', , "K._�_N_I-_-"I_,--�"-l-,_ ,'I,N�- M�____- , /-�1-I ."�,C I_ ' -,"_'_,I-,_- ,� ��..�I_��I1�-_ ­ 4�--�-/N'.-I">',,�I1,I�1I,1 .'�4I -,11I, 1N�,. _l\,� ;.-"�`,,N,�, -,�I�'II�,_-�-_ -.. ,- I, * 1, 11-..- .�N..,'.1--,, ..�-,/. �l�l -1". 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FORESTEDAREA, 7aTPICAL -' 0 \ - - - _ GRAYED AREA DENQT S LIMITS OF , E - \ ------ - DE R --- \ � NON WOODI AND A T F MOWED TRAI ---- -- F F LLEXT AND ' ` - EXISTING PREOP�IE ``, \\ I, STING, TREE AND VEGETATION ' EXl MOLITION ON EXISTING PA K REAS CONSIS O O LS, _ \ P TYPI AC -PLANS ORDIUID TYE TS N E RIEA \ -- - \ � PIEDMONT P)tAIRIE VEGETATION, UNDER -STORY SHRUBS, � � �, �, --- ` �, '�----" - ---_ '- �`. ____--- -� '-- _ lip`__ SUMMARY_.__ _ '--- -_ �•G•O \\\ SRO E E, S -_/A - -- \ O E ERIFY EXA FI CONDITIONS ------ - __ - ' ANb SMALL PIONEER SPECIES TREES CONTRACTOR ND � R',SHALL V CT ELD --- � _---- - AND ` I ___-_' � - - '-- '-_ - -'- "-_ '- -----' -- 0 -- [1[,I 1II , j CL�AR ALL TREES THAT MAY YMPACT BAT HABITAL \ 57 -" REtr",ULATIONS,'SYPICAL. \ - __ _ i- / , "�� / ------------------ _-------- - ---_ - _ - t__- - \ _ _ _ _ _ / ____________ _________________- -`-`� _ uVi LIMITS OF DISTURBANCE; -" ' - �,0� _ _ _ I I \ I(Ld.D.) TYPICAL, "/ ���/ _ ----- -- --- -- --- ;A I A A -- I---- - - `v - ---- I - - ---- - --_1_ _ -1 r %� \ I ° ,n_ ` \ - ----- - ----------_ ` -- i ,-- -- i 11 \/ \\ _ - ---- \\ LIMITS OF DISTURBANCE, --- T AL ------ -- ----------------------------- - - \ , ; \\ / g t I (L.O D. Tl PIC _ 1 F- , , _ -- , - _ \� S6 ---- ------ I \ - -=- ------------------- --- _- IN SHEET NAU _ , i �� _ _ - - , _" , , - I-'- - --I - - - . '52 � I I - \ ' 0 ( O i / i \\ STEEP SLOPES -PRESERVED TYPICAL,'' ___ --' - -- O_ - j ,' `\ SEE STEEP SLOPES ---------------- \\ - Y I ____-- , / / RAPE 'AREA DENOTE LIMITuU OF I / - \\-------- ---- ---- ---- ---- __ - EXISTING TREE AND VEGETATION I --- `\\ - - --- ' i -' j DEMOLITION ON EXISTING PAF�K " I � _ --- _ ' '- --___- -- - �`\ _ __ ---- -- I PROPERTY, TYPICAL .\----------- -- I �p'LTH OF , \ I :I 1 F\ \\ \ z.0o --- \550 O�� 02/10/23 , , ----------- -- -- VID T. ANHO D .-1,.----N_'.I-" .,--I'_.-._,I11..I- 1--1"_.1-I.,-,I �­.,"1"1I _I_. 11-"\, --1II ,�I, ,�_II�__1-- I-'II__I--� '�"\ _-I_l,.N-_I�,I1,--_\-I, ",­l-1I.I_-" - I"\ , , �,_I1­- -'--I""l1I., ,,-I --_' --.N"I1I-_ "- "_I_-,N -­I_I-1\,N .-,1'_I-"I_-,,N,--"- N-'I,._.­NN-.-l, --,-".---, 1\, -I--.-I", I--,-,_,I­---!I,-.I1.�_.-II \,L1-.\,­.-�-,N-\_..I.I -,--\I-1. -N1.-�I\-.-,N -I N �I., 1_II.-1-- 11,"-.-.-,\­. ' - I. 11,I -­. 1I.--\\-.,.1"-�­I7-I-S- .N._I�-\-_ ,­,I_-l.'NI \ H-1-_..I_-I"�%I-N� .. -_-.-\1---.EN,.I-_-_1-.- N,. ,, �_,IE_7I---"__I_'-.T-.-_ I,--.-"-,,, , ,_ I'" I � " / ----------- ---- -------- Lic. No. 00311E ( __ __ ' ,% ` ----------- FRONT g 1 \ ' -- I - ,'' �\ `, \ - - ,' �' �------ _ � �Q � c►�,=7 -"-- SLAP I , '' \ \ \ ` _\( ,' CONTRACTORSNACLNOT,DAMA OR%RDVERSI;LY \ -_- j _ -'1 \\ \ / AFFECT ANY EXI TIN -_ C S G UTIL POL S UTILITIES, , TY � L _ ----- _ ' ,,' I -------------- PROJEETLIMITS U` }\ \\ _ \ I OR ANY BUILT INFRASTRU T\ RE WI IN FIE �1, \ \\ /. \ \\\ __ j \' / - \\ DAVIDT.ANHOLD CI _ 1�� \ \ �\ / / - _ - - '/ I \ \ 'I,�- �� i `\ \� _ VA LICENSED LANDSCAPE ARCHITECT , , , - , --- '- ,, ,-'_- ' L 0 \ - - _ - __ I------ _ _ LIC NO.00311 -- , I `v /' I FRONTYAR SETBACK 75 SAO­EDGE OF EXISTING /' REVISION: __-� 1 �l��I , I'V A \ )�I , , �fi / --- - -, 1I----` FORESTED AREA, TYPICAL i GRAYED AREA DENOTES LIMITS OF _ - ' _ G GAT I - _ ,-'' � I 1 _ _ _ �-- CONTRACTOR SHALu USE EXISTIN' � AND _ __ 1') NO. DESCRIPTION DATE , I EXISTINGTREf AND VEGETATION MOWED UTILITY POLE CORRIDOROR INITIAL SITE{ __ \' �) "' I - ------------------ ) \ I DE RK - EE LIMITS OF DISTU NCE, \ MOLITION ON EXISTING PA INIITS 01 APPROVED INITIAL SITE PLAN 05.03.21 ACCEySS AND EQUIPN�ENT MbBILIZATION' S P E / I II ( ) 1 / PROPERTY, TYPICAL. / i J � L.O.D, TYP L _- : j � - / �'- CONSTRUCTI'E&S PLAN FOR EXACT I i/ , / / / ON ENTRANCEILOCATION. \\ --' -- - - / -- -_ - - - -- F.Y.Sn 75`_- 1 i \� L.O.D. \\ _ - i 7/' \ �I I I �'I \\` `- - �MSP ,,\ ---- = -/- - - - ' �- - -- - D. _ H TCH AREA D NOTES LI \ I F 323 ' PR RTY �� _ °� x p E MITS O DELIf�EATED WELANDS. NO'CLEAR'NG - _ - \ -- - - P'E AVON STREET ;' L. l IS ALLOWED PRIOR TO T'HE OWNER OBTAINING ALIT. REQUIRED PERMITS. /' '/ _ � >/ _ I _ �------------------ ----- - II .- 1 -� -� _-x I PERMITS ARE OBTAINED PRIOR TO MARCH 31, 2b23 THE C©NTRAGTOR --- - ---------- " - , / ,� 1 i I --_, %/ / _ , SHALL CLEAR ALL TREPS AND FOREST VEGETATI N WITHIN,THE AREA. NO - - - - - i - // \ _ x „ CLEARING SHALL BE,PERFORMED AF ER MARCHi31ST. ------ =--- F2323 j l----------_-_ ` '- -- _ f �� // II '4 � i / � 1 STE � - TA4 , ' _-_ - ------------------� -- ,' '__ ` \ EP SLOPES - PRESERV€D; TYPICAL. 9 _ - \ LL. i ' ` I ------ - � ST-EE-P-SLOPES-KEY _ - F232 --' - WSF \ , I , \ , I I 1 TA27 ` ` -� _ r .,,,- ,,,. I -, F2323 \ - - - -- ' \\.. .'',:` `- - _ 1 1 '1 \� I, +. _L /�---__ - - LIMITS OF DISTURBANCE ____ -- i 1 h 1 TAo2 1 _ - - ` - ------ - > ti - DOM ` _ r _ I L.O.D. TYPICAL -- --N_ "-, - \I-/ -( II-IIN/, - f ) \\ \ _ EDGE OF EXISTING GRAVEL I -- - - __ HOLDER - - - __ SOU - - STD t _ - -- SE - .....1 ------------ ------ --- - - _ _ .- \ .. -_. ... _ - - - _ _ - --- - - STO \ MSP t _ �-1 ---" f _ - '7 / l/ i EDGE OF EXISTING ROAD PAVEMENT HATCHED AREA DENOTES LIMITS OF EXISTING EXISTING DRAINAGE DIVIDE, TYPI AL � I I oe'\\� STEEP SLOPES -MANAGED, TYPICAL. ' ' 1 '� E� I I I TREE AND VEGETATION DEMOLITION WITHIN , ER , ( - + ��--F THE EXISTING VDOT ROW, TYPICAL. 1 I SEE CIVIL PLANS FOR FULL EXTE� SCALE: Z /' N F\0 SEE STEEP SLOPES KEY. _- , - I AND AREA SUMMARY. / I I I 1 - 30I / I` LIMITS ISTURBANCE', \ ` \\ II i _`. (L. TYPICAL _ _ _ - EXISTING CONDITIONS & - -- --- --- - - --- ----- --- --- - - - - --- T \ / _ _ X - �.------------------------------------- ----- - - -- --- ---- --- --- _ ------------------------ __ - -- � LEI ----- ` - ------------------- ------------ -_-- _ ----I- ------ - -- -- --------- CLEARING PLAN NORTH ------------------- - -------------_---------- __ - - - ------------ -- -- - - - -------------- ------ ----- - -------------- - - � /' / ' -------- ----------------- -- --- - --- ---- ------- - --- - -------- ------ ------ --_ - ____- ' I '" / / ----- -------------- ------ - ------ - _ -- -- - ------------ ------ - -- --- -- fMl-TS ----------- _ --- ---- ------ -- - --- --- - ------ ----- --0 - - ----- -_ -_---' -' - - __ �_- _ _ ------ -------------------- -- ----- ------ --- -- ' .-- ------- _ ----------- ----- -- - ------ ------------- ' ---- ------ -- --- --_- ----____ -------- - - - -- - - - ------------ ---- - - -- - - ----- ---------------- -- I -- -- ------------ ------ --- ------ ---- ---------------------------- -------- T X 0 �5 BO I --510 ------ -- N __ , DATE: February 10, 2023 c:WsemWavid\anhold aswumes dmpboxr nhold team blder\pmjectsWismit mn\01_mMO2_sheetsk100_ex m&demo.dvy ©Anhold Associates 2023 Sheet 09 of 17 �. PR\OJECT LIMITS T IN _ _ _ _ _ _ EDGE OF EXISTING - / LIMITS OF DISTURBANCE, FORESTED AREA, TYPICAL,,_ (L.O.b.) TYPICAL IN .00e IN IN _ IN IN IN _ _ 4.OQ _ _ _ ALBEMARLE COUNTY _ _ i/ \ CLIENT _ _ I II! ,i , I , ---------- / 401 MCI NTIRE ROAD CHARLOTTESVI LLE, VA 22901 // f / ADDRESS IN BISCUIT RUN EXIIN STING DRAINAGE DIVIDE, TYPICAL. i - SEE CIVIL PLANS FOR FULL EXTENTS i / I PHASE 1A ENTRANCE -%AND AREA SUMMARY. i Iv / � , , , , AND PARKING PROJECT GREYEb AREA DENOTES LIMITS OF I % / / W PO -CLEARING SUBMISSION EXISTING TREE AND VEGETATION --- QEMOLITTON ON'EXIST,ING PARK;' j PROPERTY, TYPICAL. / / I ANHOLD ASSOCIATES I 8311 Rockfish Gap Turnpike Greenwood22943 si/ /----------- d V Z.Q•Q \ / 434.882.3420 r �'� �% ; anholdla.com \ I I V 1 A.- 777 op IN --- IN i A \ STEEP SLOPES - �L �;' PRE�EftVED,--TYPICAL. A� -_ - �_ STEEP ES KEY. i _ y� PROJI CT_LI_ LIMIT OF DISTURBANCE vv �► v STE SLOP � � � I MI 1 T s _ _ _ ------------------- LIMIT OF EXISTING' -_, \ \- �i ------------- \ R ---- (L.O D. -TYPICAL I ION EMOLITION ON ROJ,�L/NITS- 'ROP RTY, TYPICAL. �► _ CONTRACTOR SMALL NOT DAMAGE Oir R ADVERSELY `\ —<-� =©D RD— / ' \ \ AFFECT UTILITY LES,UTILITIES- ----� ��RO / ANY EXISTING PO �ETBIAAC \ ;OR ANY BU1{_T INFRASTRUCTURE WITHIN THE °S8 „ W 418.88' -------------- JLIMITS. \ , ' PRO E\CT (TOTAL) \---__-_ CONTRACTORSHALLNOTDAMAGEORADVERSELY-----___�4�, ' \ \ �__ ./ —� AFFECT ANY EXISTING UTILITY POLES, UTILITIES; —� ,' HATCH AREA DENOTES LIMITS OF EXISTING WETLANDS. NO CLEARING IS \' OR ANY BUILT INFRASTRUCTURE WITHIN THE ��� � \� ALLOWED PRIOR TO THE OWNPR OBTAININ ALL REQUIRI D PERMITS. JF L - PROJECT LIMITS., �� �.OR ------------- >. ��_ \\ TS, PER PRw _-- .- AREA , � � / �' � ` `\ S}IAML CLEAR ALL TREE9QND FOREST VEGETATION WITHIN Tki£ CT TstSOH F_:Ai.:6�? T X:'.'.>... '' \ NO`,CLEARI _ I I SHALL BE PE DAFT ATCH R _ ' ��� NG RFORME EI� M 31ST.-'� ----------------- G EYED /jP�EA DENOTES LIMITS OF EXISTING ------' \ _ - \� I TREE AND VEGETATION DEMCSLITION ON EXISTING PARK PROPERTY, TYPICAL:, L.QD. W' HE C�4VTERLfNE OF E OLD R©( BED HAT( }{ED ARE��i7EPQ6��` �y11TS OF EXISTING—' j THE,, CHAR OTTES l�L SCOTTS lLL'E RO VEGETATION DEMOLITI TNIAI.IN IN THE EXISTING L. T� r `H_ TE P SLO ES PRESERVED, TYPICAL.IN __ HWPB l PG Q - ` SEE STEEP SLOPES KEY. \ RE OB 7/ _ ---- _ - � � DGE O� EXISTING _ - -- - -- - ----- ---- I ; �--� I PG 29 - \ - - ------.,._ ROADF"/CMENT� \ /I �\ � -- ---- - - - ____;' - __, , ---__ems _ - _- -_-___ - ` � '' �� - ___ _ _ - EMF II •'\ `\ - --- �4� L. =,— ' j _ __ - \ �GA - 'F2322 X _ �R �- - _ - S \ SP71 (D0�1) \ �` G�'fEpg - 46°06'11 I`'. ,-'' 75 AMP, X ` 48�'_ HATCHED REA�EN6�_aj 1MIT OF _ — D VEGETATION DEMO V � THE EXIST OW, TYPICAL VA SQ Y88R - -- -- {iN !_ "SC _ -- - _ s Y _ --_ �D ATE 2.01� fJ FiSVIL� L 0 - -- - ---------- -- ` _ DB 28 -_ ------- - D (VARIABLEIQ L - — _ '-- PG 355 - 3 T 5 H�PB 1 PG 4 88� RM/) \\\ PB XI PG 3 o,�e 106: LI HATCHED AREA DERC1fE$I_I(� TITW EXISTING ---------- -- - ZREEANDVEOETATIONDEM _I 17fTil� 'R�CTLIM __ __ --- f , THEEXISTING VDDTRQW, TYPICAL. ----------------------- ---- N, d91.78) X EXISTING CONDITIONS & CLEARING PLAN SOUTH IN icev EXISTING, STREAM / LIMIITS OF,DISTURBANC,E, - '- -- \---_ � (L. .D.) TYPICAL I _ _ \\ _ ------ , I i GREYED AREA DENOTES LIMITS OF EXISTING TREE AND VEGETATION I� I ,O ` DEMOLITION OV EXISTING PARK/ j\� ; PF20PER,TY, TYPICAL. f l 1/ Aso I IN \ \ \ I` I FRONT YARD SETBACK 75' \,' \ IN IN \ I i �/ ', A EDGE OF IJC]STING--' \ \ STEEP SLOPES\ ------ IFOREP4D;4REA,TYPICAL �;'PRESEI2VES._7YPICA_ �V �• EXISTING\ INEATED-WETLANDS \ STEEP SLOPES KEY. p�[ �\ \\, / IN IN GREYED AREA DENOTES LIMIT������ OF EXISTING TREE AND VEGETATION MOLITION ON \ ,'il, \/ EXISTING PARK PROP RTY, TYPICAL.IN \ IN\ IN IN --------- PROPERTY LINE S 41 ------- W 418;88' (TOTAL) --- _-------__ - ----_ ----- - __ ----- a -fi3�` \� ` SOH ` v, m __ __ --------- ----- \ \ -----\� HATGMIJ AREA17EId6FE I I HITS OFMR EX %, VEGETATION DEMOLITI THE EXISTING L. ---- ---- ----------------- ---- -- '---------' _ ------ - _ n EXISTING CONDITIONS & CLEARING PLAN SOUTH T EDGE O� EXIST 0 15 30 60Ammm6mmmiiii (: N TREE AND FOREST REMOVAL / CLEARING NOTES: HATCHING KEY 1) EXISTING WOODLANDS AND FORESTED AREAS VARY WITHIN THE LIMITS OF DISTURBANCE. 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 DEMOLITION AND 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 S CHIPPED OR GROUND AND THEN SPREAD ON SITE AS AN EROSION AND SEDIMENT CONTROL MEASURE. 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT MINIMIZES SITE DISTURBANCE. 4) NO CLEARING WORK SHALL BE PERFORMED OUTSIDE THE LIMITS OF DISTURBANCE 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 DISTURBANCE SHOWN IN ORDER TO DETERMINE EXACT FIELD CONDITIONS. IT IS THE OWNERS AND CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY AND DEMOLISH 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 DEMOLITION WITHIN PARK PROPERTY TREE & FOREST DEMOLITION 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 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: 1" = 30' SHEET NAME: EXISTING CONDITIONS & CLEARING PLAN SOUTH SHEET NUMBER: C-101 c:Wsem\david mhold assoomes dmpboxbnhold team older\pmjectsWismit mn\01_mMO2_sheetsW101_ex m&demo.dvig February 10, 2023 ©Anhold Associates 2023 Sheet 10 of 17 - - --------- 11 HATCH KEY --- — 1 \ `-., \ LEGEND - ` I - —II ---- - - STEEP SLOPES - PRESERVED \ SEE EROSION CONTROL DTL. SHT. _ ------ I 'I \ - —_" _ ' - "__-_ 'I \\ `\ \` \\ / - STEEP SLOPES -MANAGED \ __ " _ _ e.,. N TR TI N CO S UC O \ O ' � "- - _ _ _ DELINEATED WETLAND ' ENTRANCE _--"� ,'' -'-- "-- - - - - --' I 11 '. .I• .I. ♦ ,' \ MULCHING 5 i I I 1► A 5p '1 \\ ALBEMARLE COUNTY II,1. I\,_\11I I,IN.� I "I I _I I *\I N \I, N'1I,.\,.II, "1N 1, \I\.,\\1\_ I\, ._1� ,,_' .I , I I_I.,-_\--.­'� \-1 I-I-_-�I_`\ -_1 _I,,--_-_ I\,N,-1__I ______-___1_____ _-_-- ( -(I _- _____I__ _-_-__-_- \ O ' i 1,-, I ,,�I I.I -I, �1-,I,.,�, ,",_III,I"1,,I.l,,1,lI111� ," 1�" �, , �� I- 1,l"� e,�1 ,�, ,�_,I�11II��.�'"�1,,I.,I0, ,I ",011 ,10I., ',1,1-_I ,�-;1I I'-_",I1"I1'1I� __�II,, ,I,,,I I_,,_I,1,, '"I1,,,� 'I1I)I III"I'I- �,__�I_I",�, ---/-1--"-_--,,-/1-5�,-'-l-�-_l-I --�-_- _.--'�I.�I_-__--� __I.-_ �--.___.-I _--� -./ �,-" CLIENT ' I ` SF 401 MCINTIRE ROAD \\ I r SILT FENCE / ____"--""" ; 11 1\ • , `\\ / - CHARLOTTESVILLE, VA 22901 O I \ \ /' y�OIL TYPE REFERENCE NUMBER 11 \. . > ' \ / ADDRESS \ ''SEE DRAINAGE MANUALIFOR SOIL_----"" \\ 1\ '_`�� ` \` \ DESCRIPTIONS \ "I $OIL TYPE I- \ J � _ �_ BISCUIT RUN P STORM DRAIN INLET PROTECTION `,DELINI I\ LINE - // _O TEMPORARY SEEDING ,' � /`� PRE -DEVELOPMENT _ \ / / PHASE 1A, ENTRANCE TS _ O PROJECT LIMITS �� DRAINAGE DIVIDE; TYPICAL. - -t �- -� -f•' ---�= -� "x \� � AND PARKING PROJECT —� �� i/ i1 /. \`/ ___ - DRAINAGE DIVIDENIYPFCA_L OUTLET PROTECTION i ' ' /' -- "` OP I _ g WPO CLEARING SUBMISSION i , - - I I I / _ ----- I I i ' I I II I I TEMPORARY DIVERSION I \ � / '-- - DD DIKE i/ II _ -_ I ..... / --- ANH LD A O , �I .I '-O,D. / �RdIECT_LIMITS O SSOCIATES j I "� / - LIMITS OF DISTUFZEAlt10E, ' 8311 Rockfish Gap Turnpike CULVERT INLET I LIMITS OF / -- / - reenwood VA 2294 DISTURBANCE L.O TYPICAL G 3 ' PROTECTION � ' I. ,( 4p I SIB \ / / / L.O.D. / / anhold 2xorn I \ h Idl ` � �� an o a com , , ,\ "- II , „ ' / I \ EDGE OF EXISTING`, / ------ 'EDGE;: OF EXISTING i C ITO ) i \ \ DLA R N / / N EDGE OF EXISTING `\ / WOODLAND 70 REMAIN. f WOO N TO EJUTAI ND TO A , - �� I -1-�-\--I I_-\-_-_-1__-,�-", I-�_I-_�- 1_,I ,', "I/ "I/,I/ , I1I, ," I"/1/1I/-I"" I,III , I"I I" - II- "," I ,1I� -I1_,��I"�_, '"'�__"1", I" _ �"I�_I-� 1' _,"I�-"'"_,�_/1 -,l, ,� "-,7Il' I-, IIlIl",I-I","II"�II-"II-"I` �-,/ _"-�I --/I,I , -�-,/" _ I �-I ," I, I,'-, _ ,1II/,-/ ','" ,--1",--�I ,," ,"II-1",,I "�1, "'I I II1_, I,,', �, , '"�l,$I�1� II"",�� �, "I, I�"�, I," /,,/�II" " "�1',I,l,�I�,"I, 1"� 01I "l�I ,I'"I , ,I, "/I """"-,, ',"_ II�1"I'� l�"1,- /"I WO 59 / __---_----- /, DISTURQA (L. 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I I1N1 .' ,II,,I1I, - - ----—/1, I I II I I11� �I �II I;'.III *;.. . 4I I1 i II I ;� I_­�, N N11 "�:I - I I\_ ",, _ I` 1I1_, "�, III \\ ', \ II I IIN 1,1, I, ---I I I- I _I1�1� 'I� 1'� , 1, -I ,\,\cI " I II I II ,II1,\, II I I \ I \ \ \ N\ NIN \ \ II" I 'IN IN I 1, �� � � � I I � � 1I I \ - �_ _ _ i _ I `, - _ _I - - - g - _ _ / I / I I I , I _ � \ , ____________ MU TS _ /// 1 _ , - - ` � / , • ,,' - I - ' �� I . a� / A y WOOD CHIPS & TEMRORARX$EEDING / / \ 1 ____-_+ \ SHALL-BE'INSTALLED ON ALL AREA$�F-----___-- l.I -- SOIL DI$TURBANC _I,'-I_II-"I�- "I1'_, I , I,I1,l__I, ,I,I ,I"I_,I""I _"/ I ,- �I/ ""_I"I// ,,I "/_I, "" ,/II " 1"\I',/"lI�,"/ lI"� /I/,/"I/I,I I ", " /",, I/�'/ " I/, / '/ I ,/",II,1 I I"I,/�/II I/I �," I///I , I,I I"I//�II/I � I/I I� "" "/ "",I IIII II"I" //I I, I / "II 0I / ,"4"-1II / ,- jI� \ I'�I(0 "-� _7/4C_ � / j -I-I (_:6I-AC"O �IOII1&\ IA', "IK z I! 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I- ," / ./I- / I_-""_.-� I_" "I, ./," -"/" -.I/I-II�-/" " -II . ,I" l-" /II "- I "-"" I "I" ," / I" ""I "I"," , , II" ,* I I "" /,, I " I "I I /I/II II1I I/I1, I/I , / " ,II ,./ 1"- I ," /_ I, ./_I" ,I "I,1._,II,// , I", , � I I --- - - --- --- - ----- - - -- , LIMITS OF// / Q � /'', I i I ' `\ \``\ ° - DISTURBANCE L.O D QT F _ -- ___---- - I ___---- '1 J °e , , zm - - - , I I I I I I I � I ` I , I , 1 , i i , , i Q , _ __ , 1 I I I I I I I " `} / Z� v ` \ I \ -' 7 O4a 0 \ MU T -- O - ------ - . • -- r I I I \ , V ' ' Fi - _ Qj ' -' � I ,MIOOD CHIPS & TEMPORARY SEEDING • • ,' \ '- - -" -----------' � I `" I - _- I / ,LIMITS OF SITE � f' I ALL B Ii EA ------ \` --------- D AN --- \ ,--' / ,- I % S QF -- / _ '----- \\\ --------------------- "------- _ ---' - I, �'' �/ E SOIL DISTDURBANCE R --_ - \\\ �H I ISTURBA O , _ -- I I §TEEP SLQPES _PRESERVED -- - - - I LTH EDGE OF EXISTING / � i ""--- _ p, O III WOODLAND T/O RE,MAIN./ - L-_ ' \ <• ,' - __------- - SOICTyPE' \ --- A /' - I \ r \ -R� SSO- -' \ O 02/10/23 --- I I O I / SF` -- - �'�\ / EFERENCE NUMB�+ft .I---/_I—"��/- �-I --,WI_-,I""�-,j_V,I_�p_"I-�-I,_,'"L" -I�-s-1,I�,, -- ��I-_ ,-/I_-,',_ _-- _-"-l_� ," — "_-,_­ _,I-"— �-�__,", _ "I-- ,__] �---_"-_�,�,I--_____",��-__�",l_ ,_ "_l',I�I, -_�"-"I�,,I,11 ',,,1�, IIl I'�_�--11I-" I"�'�-�I-, " - ,I1l,I-� ',l ,I ,_ , _ -, I I,1,�_,l,-,-'�_ 'l��'�II_-I�_,1I_ ',,_�I ,l""_,1'� I,I -___"� 1I�1� / ," `,",�,_-_,"",,,,I-�,'__/,� -/ � II11 / - _,I 1'" 1,_I '- I, I"�ll__ "-"��I_ -/I_-_,,l-I //�-_�I �I''_ ,I__��-'1I / Il,,-""_, -"lI�_"-1,I -1I _�-I"I ",,"" ,-_-*1"�II"-,I,'�_-","I, , "_-"I', ,/, I,�-Il_I,I_,'II -, /,"_7," "- I!I_,� II , I / -- '" St / ij" --- -- --� --__ ." IDT ANH 9 - ` _ U DA L ` / - Lic. No. 00311 • --- - - - `I ' FR / SOIL TYPE ONT Yp BAC = CSC \ DEL'INEAT ON LINE \ ---- `—SE APE `. \ 75' I / \ ---- \ Y ,,� ` T �` ARG�ti / — , , ,- \ \ / / r ,, �'" 1 'r\ EDGE_\ EXISTING \ \ '// -- - - R CU 5.7 AC 1 DRAINAGE AREA \`\ _ \ `\ __ NQ'� �`. WOQDLAND`[O REMAIN. - CN 60 \ ___ , / -- VA LICENSED LANDSCAPE ARCH ITECT / lb \/ \ \ —� ` --__ _ _ , '\ \ \ / - LICNO.00311 L.O.©. , , \ Y' TC 0.5 MINI % I 01 - -'"- _ /i \ \ `\ 0CFS SETBACK a5 — \S \ / -- ,- ----'' I LIMITS OF'', I ,'' FRONT YAR I AO\ - - REVISION: \ I- '/ ;I DISTURBANCE I J, ' / I I O - ---- — CE C+ILVERTi#1 -" NO. DESCRIPTION DATE ' I 15" HDPE WI H ENQ-SEC] IONS @ 2 I - / / I - _ X �I �, /I _ , ;/ ' (�\ �, 35LF1 T ]NITS , 01APPROVEDINITIALSITEPLAN 05.03.21 INV. 5 INSTALL EG30UTLET PRO / p E /' i VVASHA EASEDII4IENT (� 51 - ----- ' I ------------------ ---- ------ e' • / j4.50' � 'I �' � i / / �� Fr �� TECTIpN. \ EDGE OF EXISTING �____ �� I / 1 = --, _ I 'I , ------------------ - - ---- ---- 'DI. / I I ---- ', 1 � TRAP 1 F 'M1N DRY AREA ' �\ WOODLAND TO REMAIN. N%� � eoN /. I I I /---44411�" `I - DEPTH Vj/I 'H 5' WIDE'STONE; i / Q 1. 3 - - 1 \< �, � 0 CAPACITY 1 C '� � G F.Y.S 75` I \ L.p,�� / ` "WSP _ , �— - `\\ CONTRACTORSHALLNRRK ALL EXISTING _ L. I.D. ' / OVERII OW WEIR: I I F2323 - ,,v , ____ �, \ -,; UTILITIES IN THE FTEtt}PR1QR TO -""-' x \ I I GINNING ANY WORK. CONTRACTORS -- - / -- - - &74 - - - \ I \ T 6f5 ,J I ---- , L � � " z / j I WORK SHALL NOT ADVERSELY AFFECT / I I VNE_-___-_ II' -I AVO N R E I I I /' n � , ©ff0 BED ^ 1 V 1 U p - - S I � �� ' �< � I ' ' ANY EXIST. UTILITIES. i �'�'_ \ PERM � ', `,\ ST ET �I - , r I �� _ _ _ . _ PG --- W OD E G --- 530 aurle - _ _ P ' WObD CHIPS &TEMPORARY SEE�JING I I TAL ED N A ,'AREA ^ - --- 4 PG 29 +wo- ` '' / 'W'` I A� INST LED ONALL AREAS OF I -- ----- ANI ------- - .v -,` ` I . \ SOIL ISTU BANCE ---------------------------- --------- - v l\ - SH L BE', I STEP SLOPES - PRESEft1FED___ F2323-' - B _,, P . \ - ' 'n SF I \ "''1"A27 - --- - -"_- \ \� I �\ `------ - i - ' �,,�-�'vV. (526.5�k SOIL DISTUR j \� / I " , ` / I II ` / _ _ ----------------------------------------------- Jam' -"" - / /'� _ �—/' I I - I `\ < t III I �_ T A 13 S9S 's., \ C P - - I r \ `\ 1 F2323 I I ' - STEEP SLOPES - Pf>ES€RVED, " i CONC. DITCH I ` '' TA02 I \ ---- _ ��/ __ EDGEOF EXIST. - / I, I /\ I , x,- DOM ' I _ - I _ GRAVEL SHOULDER-- ---------------- I - - �X� - �\ ♦ ; _ - - - - - - - - -" RIP - -- WOODLAND TO REMAIN ( 111- __ , _ _ INSTA - _ ' II R 'LINE - - - - - - RAP AT IN -------- -" 1� I Er+' NJ '(5 5. ) LL EC 1 .0 _ --------------- _- _ - ` � - - - - EX LET _ _ __ _____ ---,- ______ --- "" � �- .YI i _ , . \ __ __ _ _ __ __ _ _ ___ __ __ _ ___ _ _ _ y \ _ , ` _ ____ __ _ _ - ' STYE < 2 61 �= �E CULVERT #2` -sue l_ -< � `--- --- '"" :" "- 40 LF 15" HDP_E Vj& �ND,-SECTIONS @ 3.75 /0. A i, I X _ _r6_ \ ' STOP , _- s- "' - �• I I ' a INV. IN-817.50' _ "�O� / I ---- _IN_ 4. - ,-"" - /I -. /' S F; LIMITS OF INV.,OUT = 516.00 I °o / / I UI I - DISTURBANCE (Lv.D) INSTALL EC-3 OUTLET PROTECTION. PRE -DEVELOPMENT i -' I g R oe i (/ - E-2 —r -� I , _ Qh0 CAPACITY = 13.55 CFS DRAINAGE DIVIDE, TYPICAL. I X Z DISTURBANCE (L' N F STEEP SLOPS -MANAGED \ �� ' /f �I I � ( / \ - - - - \ EDGE OF EXIST. PVMT. I3 R f D�4if�A6E ABEE� .— —`\. 1 \ / _ AREA = 2.31 AC _ — I I _ - ---' _____�� - ----- - --- _ - _ - - -- ___ -- - / - - - N=65 —� ----- --------------------- - ---- --- - -- - - ---- - - - --- - - - ---- _____ - --------------------- - -- ------------ --- ----------------- - ---- ------ --- - - ------ _ - - IIIIZII LFJ - - - - _ ---------- - � � � Q ors • ' • \\ , �— __ -- - - - - ---- - -- �----- --"------------------------------------------CONSTRUCTIONENTRANC€ F REE _, \' PROJE T�S ` \ II �qg------------- ---------------- - -- - - - --- - � - -- -- _ METAL GUARDRAIL -- 4 SCALE: 111 = 30' SHEET NAME: E&S - PARTIAL NORTH INV4) t— -I / I ------- ------- - - - - - - ---_ - - ----------------_ '------- -- - . y...►• /' 1 ,I ---------------------__ - - - - -- �'-------------- ___ -- ---- ___------- -- _ ---------- - - --- - _ -- -- _ ----- - - ---- '-------------- -- --- ----------- --- ------ -- -- -- --- -_-_ --- __ - -- ----------- - -- --- -- ------ -- ' _--- ------ --- ' / / - __ ------ ___ _ SOF EIDIA1T�tA - ---------Nfi RIB-__-------- --- - - - - r- - _____ --------------------------------------------------------------------------------------------- ---------------- --- _--- '--------------- ------ J PRE IVIDE, OPIGIENT �- - - - ----------------------- - _� �' '- - $ - --- _ 520 -e- DRAINAGE DIVIDE, TYPICAL. ------------------------- - --- ---- ------ ------ ------------- ------------------------------ SHEE X wv.(sas.7zj --_--------------------------------------- - C 110 - ------------- 510-------- -- ---- -_--�_ - INV.--------------- ---- DATE: February 10, 2023 c:WsemWavid mhold aswumes dmpboxI nhold team blderlpmjectsWiswit mn\01_wNO2_sheetsW110_e&s.Cvwg ©Anhold Associates 2023 Sheet 11 of 17 PROJECT LIMITS LIMITS OF DISTURBANCE (L.�).D) WOOD CHIPS & TEMPORARY SEEDING SHALL BR1NSTALLE0 ON ALL AREAS OF," i SOIL DISTURBANCE ' OLD RT. 20 ROAD BED =� -------- - ------- — _LIE —\ -_ DISTURBANCE . IX, - E&S PLAN SOUTH --- V �� - _ _ �RQTE 20 _ ; ---- _ r --------------- __________________________ _ Ron; _ ` _ _--------------- X - \ 4 - --_ -- ----- • PVMT� - EDGE OF EXIST - �f► -- _ --'S S - PRESERVED \ T - PRESERVE-EXI X ADD MULCH x LAV4 --- , _ --------------- - - ----- --- - - " - - - ------ --- - - ---- - -� --- -- -P - ` ROd - frs, ROU- L _ ------------------- ------------------- - -------------- - - _ ------------- --__ ------------------------------------------------- -- - - - - - n E & S PLAN SOUTH T ------------ 0 15 30 60 N LEGEND SEE EROSION CONTROL DTL. SHT. CC CONSTRUCTION C ENTRANCE OMULCHING SF SILT FENCE I P STORM DRAIN INLET PROTECTION TS TEMPORARY SEEDING OP OUTLET PROTECTION D D TEMPORARY DIVERSION DIKE C I� CULVERT INLET PROTECTION 0 15 30 60 (:: ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 /a19191 j *IV BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com �Oep,LTH OF 7 02/10/23 DAVID T. ANHOLD 9 rY Lic. No. 00311 w scAp E ARG�1� DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: 1" = 30' SHEET NAME: E&S PLAN - PARTIAL SOUTH SHEET NUMBER: C-111 February 10, 2023 c:WsemWavid mhold assoomes dmpboxVmhold team blderlpmjectsWismit mM01_mMO2_sheetsW111_e&s phase 1 - partial muth.Jvy ©Anhold Associates 2023 Sheet 12 of 17 1992 3.35 STONE CONSTRUCTION ACCESS STONE CONSTRUCTION ACCESS 70' MIN. 3" SM-2A ASPHALT TOP COURSE 7_% 2% "6" MIN, 21A AGGREGATE BASE PROFILE 70' MIN. ASPHALT PAVED WASHRACK EXISTING PAVEMENT EXISTING 2% 2% PAVEMENT I2% 12' MIN.* i I I _^ *MUST EXTEND FULL WIDTH '-POSITIVE DRAINAGE �/ I` TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE OPERATION PLAN 12' MIN. POSITIVE DRAINAGE 2i TO SEDIMENT DEVICE FILTER CLOTH SECTION A -A A minfinual water tap of 1 inch must be installed with a milmnlun 1 inch ballcock shutoffvahre s applying a Wash hose with a diameter of 1.5 itches for adequate constant pressure. Wash Water must be carried away from the entrance to an approved settling area to remove sediment. All sediment shall be prevented from entering stonn drains, ditches or watercourses. PAVED WASH RACK NO SCALE ALB. CO. CONSTRUCTION ENTRANCE (CE NTS NOTES: 1) CONTRACTOR SHALL USE NON INVASIVE SPECIES INCLUDING SPRING OATS, SPRING WHEAT, ANNUAL RYE, OR APPROVED EQUAL. 2) APPLY SEED AFTER THE SITE IS CLEARED AND WOOD CHIP MULCH HAS BEEN APPLIED. TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHb PLANT SPECIES 2 3/1 511 9/15 2/15 511 9/1 CHARACTERISTICS Acre 1000 fr to to to to to to 4/30 8/15 11/1 4130 9/1 11115 OATS 3 bu. (up to 100 lbs., 2lbs. X - - X - Use spring varieties (e.g., Noble). Avena saliva not less than 50 lbs.) RYEA 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. I lb. - X - - X - Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. 11h lbs. X - X X - X May be added in mixes. Will Lolium multi florum) mow out of most stands. WEEPING 15 lbs. 5'h Ou. - X - - X - Wain -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. II1h X X - X X - Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be (LffiVedeza stlMllacea added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. e 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 not be planted between these dates. TEMPORARY SEEDING (TS N SILT FENCE CULVERT INLET PROTECTION ENltJWALL -----------------V,----------------- ---- `I --- T TOE OF Flu --- CULVERT I I , I I I �I I I I I l I 1 ------------------------- ----------- --- `-- L TOE OF fL1 SILT FENCE � DISTANCE IS 6' MNINUM IF rLU1l IS TOWARD E)AaA. cMENT L FLOW OPTIONAL STONE COMBINATION i.0 1.5' FLOW I RPRAPVDOT j3, #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"Xe 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 4' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE 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 WI99 SUPPORT Plate 3.05-1 - (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 1500 lbs. winter cover or during TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES. NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1; 2 tons 70 - 90 lbs. Free from weeds and coarse i Source: Va. DSWC WOOD CHIPS SHALL BE PRODUCED ON -SITE BY TREE AND FOREST MULCHING EQUIPMENT. MULCHING (MU) NITROGEN APPLICATION IS NOT REQUIRED. NTS C-120 NTS C-120 NTS DETAIL 1 SECTION A -A SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET' VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps W CLASS I CLASS I DRY RPRAP 14 fps 24 CLASS I CLASS I DRY RPRAP t8 fps 36 DETAIL 2 SECTION A -A EC-1 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REOUR(NG CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTDN IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTLE FABRIC TO BE INSTALLED UNDER CLASS Al ,L AND I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. 5 • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISEMEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. It USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MNUMUM LENGTH U.) TYPE A INSTALLATION SH TYPE B INSTALLATION 5H OUTLET AND INLET PROTECTION (OP & IP NTS C-120 NTS 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 50150 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/lOOOSF, 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%p 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. 21. TOTAL LIMITS OF SITE DISTURBANCE AREA EQUALS 9.78 ACRES. ACTUAL DISTURBANCE COULD BE LESS. TEMPORARY DIVERSION DIKE Compacted Soil I' 4.5' min. �{ TEMPORARY DIVERSION DIKE (DD NTS ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 /a19191 j *IV BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com tprep,LTH OF ? 7 02/10/23 DAVA1VriVL1J '9 Lic. No. 00311 w `p�'AP E DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: AS SHOWN SHEET NAME: E&S DETAILS SHEET NUMBER: C-120 February 10, 2023 c:WsemWavid mhold aswomes dmpboxVmhoM team folder\pmjectsWisW it mn\01_caNO2_sheetsW120_eft details.dv g ©Anhold Associates 2023 Sheet 13 of 17 ------------------- M POINT OF INTEREST 5 100 0 100 200 300 SCALE: 1" = 100' CONTOUR INTERVAL = 2' 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 exisitng 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 existing roadway for Avon Street Ext. and Scottsville Road (Route 20) 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 prior to entering 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 prior to entering 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 tree clearing and mulching 9.8 acres of 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 contains 0.78 acres of mulched area. Post -construction drainage for drainage area 1 flows through the point of interest before travelling overland and ultimately entering an existing culvert. The overall drainage pattern will remain relatively unchanged from the pre -construction to the post -construction condition. Point of Interest 2: The post -construction condition contains 1.01 acres of mulched area. Post -construction drainage for drainage area 2 flows through the point of interest before entering the existing 24" CMP. The overall drainage pattern will remain relatively unchanged from the pre -construction to the post -construction condition. Point of Interest 3: The post -construction condition contains 4.91 acres of mulched area. Post -construction drainage for drainage area 3 flows through the point of interest before entering the existing 21" DI pipe. The overall drainage pattern will remain relatively unchanged from the pre -construction to the post -construction condition. Point of Interest 4: The post -construction condition contains 0.75 acres of mulched area. Post -construction drainage for drainage area 4 flows through the point of interest before entering the existing 18" CMP. A shallow stormwater quantity control device will be installed to reduce stormwater flow 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 C-601 for location information. See C-612 for device details. . 1III ` II\1"1."o1 .. Point of Interest 5: The post -construction condition contains 0.67 acres of mulched area. Post -construction drainage for drainage area 5 flows through the point of interest before entering the existing tributary to Biscuit Run. The overall drainage pattern will remain relatively unchanged from the pre -construction to the post -construction condition. Point of Interest 6: The post -construction condition contains 1.15 acres of mulched area. Post -construction drainage for drainage area 6 flows through the point of interest before entering the existing tributary to Biscuit Run. The overall drainage pattern will remain relatively unchanged from the pre -construction to the post -construction condition. 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. A shallow stormwater quantity control basin is 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 48 was assumed for the proposed cleared and mulched 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 curve number for the proposed new cleared land area with intermixed mulched cover was interpolated and based upon similar land cover examples for brush -weed -grass mixture in hydrologic group type B soils. 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. The existing trees to be cleared will be transformed into mulch containing a mixture of cedars, pines, and deciduous trees. Proposed erosion and sediment control measures for the tree clearing would combine the mulched areas with new temporary grass seeding. The plan specifies a post -construction tree clearing area with undergrowth shrub, new and existing grasses and the addition of a fairly uniform spreading of wood mulch. 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 9.8 acres of cleared land. The cleared area will contain a fairly uniform spreading of mulch. This mulched area will act as an erosion control and stormwater measure. The mulch will continue to sheet flow the stormwater to the point of interest. Sheet flow satisfies VSMP regulations under Part II B, Water Quantity (9VAC25-870-66.C.3.D). L^101111V GY l..lvll EXISTING 21" DI 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 0.45 Ib/yr of total phosporus nutrient loads. --1 DRAINAGE DIVIDE (TYP) PROPERTY LINE (TYP) -------------- POINT OF INTEREST 1 NOTE: APPROVED INITIAL SITE PLAN SDP202100015 ----------- - ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION 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 OF D 'RIC W. WOOLLEY LTC. NO. 3708e 2-10-2023 WIONAL REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: 111 = 100, SHEET NAME: PRE -CONSTRUCTION DRAINAGE DIVIDES �1:14:19►1IJ&1.]494 C-600 February 10, 2023 drewingl.dwg © Anhold Associates 2023 Sheet 14 of 17 - ------------ M 100 0 100 200 300 SCALE: 1" = 100' CONTOUR INTERVAL = 2' POINT OF INTEREST 5 / _ __- " - i - _ _ - ---- - __ - _ / ___ _ ____ - __ _ _ -�- - ---- --- ____ - / r i / - - - _ VII11 ` IIYI"`\ l V STORMWATER QUANTITY CONTROL BASIN (SEE SHEET C-612 FOR DETAILS) EXISTING CULVERT (TO REMAIN) 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.' IQpre-developed' RVpre-developed)/RVdeveloped Point of Interest Analysis: Qpre-developed 1.23 cfs RVpre-developed 0.34 of RVdeveloped 0.26 of I.F. 0.80 Max Allowed Qdeveloped 1.26 cfs Peak Qdeveloped Achieved 0.71 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 0.16 of I.F. 0.80 Max Allowed Qdeveloped 1.01 cfs Peak Qdeveloped Achieved 0.63 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 0.18 cfs Peak Qdeveloped Achieved 0.09 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 0.05 of I.F. 0.80 Max Allowed Qdeveloped 0.45 cfs Peak Qdeveloped Achieved 0.18 cfs SITE ENERGY BALANCE SUMMARY 1-YR, 24-HR DESIGN STORM 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 0.39 cfs RVpre-developed 0.13 of RVdeveloped 0.12 of I.F. 0.80 Max Allowed Qdeveloped 0.35 cfs Peak Qdeveloped Achieved 0.30 cfs 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 0.59 cfs RVpre-developed 0.18 of RVdeveloped 0.15 of I.F. 0.80 Max Allowed Qdeveloped 0.58 cfs Peak Qdeveloped Achieved 0.40 cfs --1 HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING POST -CONSTRUCTION DRAINAGE DIVIDES (TYP) DRAINAGE DIVIDE (TYP) PROPERTY LINE (TYP) POINT OF INTEREST 1 PROPERTY LINE (TYP) ----------- - DRAINAGE TOTALTCLEARING(TYP) HED AREA AREA (ACC) 1 2.40 2 8.16 3 17.47 4 10.69 04 5 7.79 6 2.76 3 LIMITS OP) /L2 I I 0 200 POST CONSTRUCTION MULCHING AREA KEY 1 " = 200' �j ALBEMARLE COUNTY 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION 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 OP v 'RIC W. WOOLLEY LTC. NO. 3708e 2-10-2023 WIONAL REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: 111 = 1001 SHEET NAME: POST -CONSTRUCTION DRAINAGE DIVIDES SHEET NUMBER: C-601 DATE: February 10, 2023 dmwingl.dwg © Anhold Associates 2023 Sheet 15 of 17 z i 10 0 10 20 30 SCALE: 1" = 10' NOTE: _ CONTOUR INTERVAL = 2' SEE SHEET C-601 FOR ADDITIONAL LOCATION INFORMATION STORMWATER QUANTITY CONTROL BASIN PLAN MATCH EXISTING GRADE 3IS/ OFS�OpF BOTTOM ELEV = 497 39.4' Ob h DRMWATER QUANTITY CONTROL BASIN )LUME = 1,500 CF SECTION VIEW BELOW 1= PROPERTY LIB LIMITS OF DISTURBANCE \ \ I I / I II LUUL Ur LXISIINCi KUAD \ (SCOTTSVILLE ROAD - ROUTE' O) \ RIPRAP MINIMUM 6" DEPTH TOP ELEV = 498 6' WIDTH MATCH EXISTING SLOPE 3:� S��OPF MATCH EXISTING SLOPE NON -WOVEN GEOTEXTILE FABRIC ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO -CLEARING SUBMISSION 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 `CH Opp, ERIC W. WOOLLE-Y/ " A LTC. NO. 3708&/- 0 2-10-2023VA svW �,SSI REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIALSITE PLAN 05.03.21 SCALE: AS NOTED SHEET NAME: SWM PLAN DETAILS STORMWATER QUANTITY CONTROL BASIN - SECTION A -A N.T.S. © Anhold Associates 2023 C-612 DATE: February 10, 2023 Sheet 16 of 17 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: 44965 Total Rainfall = 43 inches Site Land Cover Sum mary 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 9.80 0.00 0.00 9.80 100 Impery iou s Cover (acres) 0.00 0.00 0.00 0.00 0.00 0 9.80 100 Site Tv and Land Cover Nutrient Loads Site Rv 0.20 Treatment Volume It' 7,115 TP Load Qla/yr) 4.47 TN Load (lb/yr) 31.98 Total TP Load Reduction Required (Ila/yr) 0.45 Site Compliance Summary Total Runoff Volume Reduction(it') 0 Total TP Load Reduction Achieved (Ilt/yr) 0.00 Total TN Load Reduction Achieved (lb/yr) 0.00 Remaining Post Development TP Load 4.47 (Ib/yr) Remaining TP Load Reduction (lb/yr) 0.45 Required Summary Print Virginia Ru noff Reduction Method Worksheet Drainage Area Sumrnary D.A. 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 D.A. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (lb/yr) 0.00 0.00 1 0.00 1 0.00 0.00 1 0.00 TN Load Reduced (lb/yr) 0.00 0.00 1 0.00 1 0.00 0.00 1 0.00 Summary Print VRRM SPREADSHEET SUMMARY N.T.S. Virginia Runoff Reduction Method Worksheet __-_ -_____-__-__-________-__-_____-__-._-__-__-.____-__-.____-__-__- Runoff Volume and CN Calculations 1-yearstorm 2-Vearstorm 10-yearstorm Target Rainfall Event (in) 1 3.03 1 3.67 5.55 Drainage Areas RV&CN Drainage AreaA Drainage AreaB Drainage AreaC DrainageAreaD Drainage Area CN 0 0 0 0 0 RR R' 0 0 0 0 0 1-year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV RR(ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 2-year return period RV wo RR (w,•in) 0.00 0.00 0.00 0.00 0.00 rNwFIR (ws-in) 0.00 0.00 0.00 0.00 0.00 BN adjusted 0 0 0 0 0 10-year return period RV wo RR (we -in) 0.00 0.00 0.00 0.00 0.00 RV w RR(ws-in) o.00 o.00 o.00 o,00 o.00 CN adjusted 0 0 0 0 0 Summary Print SWM SITE SUMMARY: PROPOSED LIMITS OF CLEARING (AC) 9.8 PROPOSED IMPERVIOUS SURFACE (AC) 0 VRRM SWM QUALITY SUMMARY: REQUIRED QUALITY LOAD CALCULATION (LB/YR) 0.45 OFFSET CREDITS TO BE PURCHASED (LB/YR) 3.0 RESERVED CREDITS FOR FUTURE BUILD -OUT (LB/YR) 2.55 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO -CLEARING SUBMISSION 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 TH Opp, j�ERIC W. WOOLLEY A LIC. NO. 3708e-'' 0 2-10-2023 svW REVISION: NO. DESCRIPTION DATE 01 APPROVED INITIAL SITE PLAN 05.03.21 SCALE: AS NOTED SHEET NAME: SWM PLAN WATER QUALITY SHEET NUMBER: C-630 DATE: February 10, 2023 d.A;rgl.dwg © Anhold Associates 2023 Sheet 17 of 17