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HomeMy WebLinkAboutWPO202300009 Plan - VSMP 2023-03-01BISCUIT RUN PARK PHASE 1A, ENTRANCE AND PARKING PROJECT WPO-202300009 ALBEMARLE COUNTY, VIRGINIA DEPARTMENT OF FACILITIES AND PLANNING LIST OF LANDSCAPE ARCHITECTURAL ABBREVIATIONS APPROX APPROXIMATE DET DETAIL DEMO DEMOLISH/DEMOLITION EX EXISTING EXIST EXISTING FYS FRONT YARD SETBACK INV INVERT LOC LIMITS OF CLEARING NTS NOT TO SCALE PROP PROPOSED ROW RIGHT-OF-WAY SAN SANITARY /SANITARY SEWER SD STORM DRAIN SH/SHT SHEET SPEC SPECIFICATIONS/SPECIFIED SQ SQUARE TYP TYPICAL UTIL UTILITY MISCELLANEOUS: @ AT FEET INCHES NUMBER SYMBOLS +00.00' PROPOSED SPOT ELEVATION 00 00' EXISTING SPOT ELEVATION �+ PROPOSED CONTOUR EXISTING CONTOUR SHEET LIST TABLE M J 0 <) N Ci o a� 3:cli o Sheet Number Page Sheet Title Description G-001 1 Cover Sheet X G-003 2 General Civil Site Notes X G-004 3 Site Context & Key Plan X S-120 4 Site Boundary Exhibit - Key Plan X S-121 5 Site Boundary Exhibit - Partial East X S-122 6 Site Boundary Exhibit - Partial South X S-123 7 Site Boundary Exhibit - Partial West X S-124 8 Site Boundary Exhibit - Partial North X C-100 9 Existing Conditions & Clearing Plan North X C-101 10 Existing Conditions & Clearing Plan South X C-110 11 E&S Plan - Partial North X C-111 12 E&S Plan - Partial South X C-120 13 E&S Details X C-600 14 Pre -Construction Drainage Divides X C-601 15 Post -Construction Drainage Divides X C-612 16 Stormwater Management Details X C-630 17 Stormwater Mangement Plan - Water Quality X TOTALSHEETS 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, VA22943 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, VA 22601 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 t 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 TREE CLEARING: TREE CLEARING WORK INCLUDES CLEARING OF TREES AND MULCHING IN PROJECT AREA. CLEARING IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT. 13. FUTURE PARK USE: FUTURE PHASES OF THE PARK COULD INCLUDE THE DEVELOPMENT OF, PARKING AREAS, VAULT TOILET, BALL FIELDS, TRAILS, INTERPRETIVE SIGNAGE & OTHER RECREATIONAL RESOURCES. SEE APPROVED PARK MASTER PLAN 14. MAGISTERIAL DISTRICT: SCOTTSVILLE 15. WATERSHEDS: THIS SITE LIES WITHIN THE RIVANNA RIVER WATERSHED. PORTIONS OF THE PROPERTY ARE WITHIN THE RAGGED MOUNTAIN DAM BREAK INUNDATION ZONE 16. SITE IS LOCATED IN THE MONTICELLO VIEWSHED. 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. 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 .� (0LTH p; O� 02/10/23 DAVID T. ANHOLD a r-' Lic. No. 00311 G b APE ARV DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: N/A SHEET NAME: X61TjMIlot Ni1:11111 SHEET NUMBER: G -001 February 10, 2023 c.Wsmlemihfnhold assodates dmpboxMnhold team t IderprojectsWis t mn\01_caM2_sheets4j001_mo r-wpo.dwg O 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/or 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 1a Entrance and Parking Erosion & Sediment Control Plan The County of Albemarle, Virginia Erosion and Sediment Control Law and Regulations (9VAC25-840-40) Minimum Standards: ES-1: Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. ES-2: During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. ES-3: A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. ES-4: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. ES-5: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ES-6: Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. ES-7: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. ES-8: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. ES-9: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. ES-10: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. ES-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 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 5�TH O�FP 'RIC W. WOOLLEY LTC. NO. 3708e 2-27-2023 WIONAL REVISION: NO. DESCRIPTION DATE 01 REVISED WPO CLEARING PLAN 02.27.23 SCALE: As Noted SHEET NAME: GENERAL CIVIL SITE NOTES SHEET NUMBER: G-003 February 10, 2023 dmwingl.dwg © Anhold Associates 2023 Sheet 2 of 17 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS ________ _ _ __ " _____ _ � BISCUIT RUN ,-------- ---- ' --- --- - - -- - 1 ------------ r I' I - ♦ ♦ r r 1 PHASE 1A, ENTRANCE -- ------ - / - ' ---------- `, \ " AND PARKING PROJECT - - , - , --- ---- - r , ' • • r __ - \ _ _ _ - _ `„ _ - - _ __ _ _ � - - WPO CLEARING SUBMISSION ------------------------------ _ ------------------------------------------ ' _ _ , - _ w_ _ _ ANHOLD ASSOCIATE S _ - _ _ , --------------- / - - / - - - \ - '�/ - - 8 11 Rockfish G Turn ike I _ -- _ _ _ I - __ _ _ - ------- Greenwood, VA 2294 , , _ / , _ • • , • • , • , • r \ - - 434.882.3420 - - -- \ - nholdl .com I I -- - - , _ =r ' - , ♦ ' , I I r r" I , _ ; ; r _ I , r _ r , :. - - I � ��, , _ ------------- _ " I r r --- I 'I ; I r / ' ' r r r ' / , , , , i • _ _ _ _ / I / ___ 1 ,' __ _ _ I I , ------------ ------------------ rr r I 'r, ' , I „ 1 I,, I I II , I, I --- — 9b— _ " - _ / / — _ - - - I I I I I , I / / I , / , , , _ I I I r ' I , _ I , r r r , r r , _ _ r 1 I r eo - ---- - I ; , I I C _ - / , 1 I I \ '♦ v ' \\ �' I / / it i ' r , , ____ — __ __ _ I , r __ ________ --`-__- __ I I I I I I I - I - I I r I I r I _ r I _ _" ___ I,, I I I I I i I i I � i I r I -_______ ,,//•, \ \ 1 \ \ 1 \ - -- -- _ I I I r I r ' I 1 I r -_ - ______- ___ - I I , I I _ r r r ' r I - _ _ , I , I r ' r r 1 I r r ' ._ 00�0�-00 0 ___ _ I I I ------------------ __ _' \\' ♦COMIvlONV1/EALTki � tRGI IA _ 1 ,` I _ r\ > I - I I - \ � - �♦DE T F NYE�TI \N RE EATS N- - . � �OO & - I _D `I - _I I I"' I rl, ' ' -' '1 _ I _-- - - G RA \ _ \ ------ - r„ 1 I 1 - \ ,1 r _ r r♦ 1`I' r l r r ,r, r r ," _ ♦ ♦ ` _ - \ ♦ r I 1 r` r ` 1 ♦ ♦ ♦ \ 5 _ I _ _ _ _ _ PRE REVEL_ PME `'T , - _ 1 Q A' I RAI DIVID - NAGS \ I - - \ _ 1 - - I \ _ 1 I 'r - ♦ ♦ ♦ ♦ ♦ ♦ _ - . 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IEARING''T��T , r ; I / Q EARED R' - 500 - I' I , I ITS ' I�E'' ---- -- � \ • \ ♦ I , ' I I r , I , I I, /", n •i-.ylVr.\ , , - - - ------ - ---- � \ ` - � •`1\'�lT, I I - _ I 'EMI �'Vil ' I�LAU[I3-ED E. - - r S iN� b0 G - I � , I I - - I _ - 1 - 3 _ I 1 - - \ I' Ti _ a \♦ 'I \ ♦ I I / '/, it I� \• \ - \ / �• \ - __--- - - ` , , I I ' _ , _ ,'1111 �\ Ts - I r E I' G - \ - S I'I - -- 5 b \ - T - � N _ \ I r I I ' ` I I I ♦ ♦ r - _ 1 I _ - r ` 1 ♦ ♦ f I I ` T _ _ - _ \ _ , \ R E ` 1 \ \ 1 \ I � �� — \ I ry 1 - - - -- - _ ' r / i / I f �\ ` - -- -------- --- ----- • I \ -- --- --- - - -- --- - ice' -- - - - \ k \ -- _ —_ _ ----- \ - - -_- -- - I r _ - LIMITS OF PROJECT, X_;_`_`` __ -" = _=_ _== ___ _____r' _== ==_ TYPICAL. ° - I _ _ - -- -- - - I '♦ 80 / l ` ------ ___ - - _- - - -- - -_ _ ____ - __ _ _ _ - - ----- - — - SHEET NAME ---- - - \ rr r - - ---�-_--_-- - --�----- _ --- - -�;`, '---------- ----- CONTEXT &KEY 1. -----, SITE LIMITS OF SITE PLAN CLEARING LIMITS OF PROJECT, N SHEET NUMBER: TYPICAL. o ao so 160 G -004 DATE: February 10, 2023 c1osers\emili,anhold associates dmpboAmhold team folder\projeds\biscuit mn\01_md02_sheets1g004_site mntext & key plan.dwg © 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°44'5T 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' 1 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 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 51.08' 585..00' 101,90, 101,77' S 78'02'19' E C26 74,43' 585,00' 148,05' 14766' N 89°43'17' E C27 98.33' 41500' 19311' 1913T S 84-11,53, E C28 29,26' 400,00' 58.42' 58.37' N 20°3446' E C29 53 32' 900. 00' 106, 52' 106, 46' N 21 °22 24 - E 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 REV WPO CLEARING 02.27.23 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 01 REV WPO CLEARING 02.27.23 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 REV WPO CLEARING 02.27.23 rn 5 y m 90->4A THE ✓✓P TIMBER TRUST • DB 4278 PG 268 PLAT - DB 286 PG 576 N 88 56 50 "' W • 13741' (TOTAL) 'POINT A „ LARGE /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' L77 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' L 45 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 C 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 REV WPO CLEARING 02.27.23 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 10376' 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' 25321' 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°4377' E C27 98.33' 41500' 19311' 191.3T S 84 °ll'S3' E C28 29.26' 400,00' 58,42' 58,37' N 20°34'46' E C29 5332' 900,00' 106,52' 106,46' N ?12224' E L INE TABL 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 °27 28' 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°34115' E 35,,00' L 39 N 26 °2545' E 131, 75' L40 S 12°06'49' W 424,28' L41 S 17°4918' W 270,93' L 42 S 64 °23'05' E 377 36' L43 N 44°3558' E 573.78' L44 N 12°4910' E 145,,06' L45 N 10°2529' W 139.51' L46 S 64°06'27' E 36,57' L47 N 25°5333' E 200.00' L 48 N 64 °06 27' W 100, 00, L 49 S 25°5333' W 50, 97' L50 N 30°4018' W 98.23' L 51 N 37°II 25' W 25,,12' L52 N 58-47'40- E IIL53' L53 N 57°2957' E 24.88' L 54 S 02 °2541' E 55,72' L55 S 26'1617' W 24.12' L 56 S 58 °53 29' E 59, 67' L57 S 62°4158' E 159,15, L 58 N 26 °1751' E 56, 50' L 59 S 26 °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 (TOTAL) 6� GP F IRF A T OT��G h0 15.00' �6k �00'I• N10/ IRF . LJ4 (TOTAL) L 30 / i lRF A T INT J" IRF 15.00, POINT IN THE -� CENTERLINE OF Xk, lRF \ ( 1� THE STREAM /z IRF AT 75.00' /� b SIGHT EASEMENT v OB 2653 PG 586 POINT IN THE CENTERLINE OF THE STREAM 90-5 REF - DB 237 PG 266 REF - DB 115 PG 293 _25 i II c.Ws mlemilybnhold assodatesdmpboxMnholdteam tolderprojectslbisWt mn101_ �Itls s1s-124survey-detail.dg 90AT- IE SOUTHWOOD CHARLOTTESVILLE, LLC. DB 4773 PG 328 LEGEND 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 \ DB 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 PLAT DB 362 PG 22 "LOT 5" STREAM OR BRANCH / / 904-D-4 - OVERHEAD UTILITY lRF / / 9OA-D-5 "OAK HILL" MATTHEW C. AT LEE / - L54 DARED C BARBER PHASE 3 AND BR/ TTNEY A. AT LEE WOODEN UTILITY POLE GAG/ j lRF n AND ✓ULIE BARBER PLA T � DB 2932 PG 70 OB 4619 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 KAROL YN ANN KINANE DB 3304 PG 672 / 'LOT 13" AND PETER N. DOW OB 5288 PG 7J838 IRF 90A-1-Al "LOT 3" 9OA-D-5 OAK HILL PROPERTY OWNERS �0 F,P'7 �N '� / 'LOT 5" ASSOCIATION, INC. 90A-D-2 4 90A-2 0U5 1� 0��0 �� DB 3515 PG 490 VAN E GRIFFITH THE COVENANT SCHOOL// y Q0QG PO 0@, / 90A-1-12 AND ERIKA F. LOPEZ DB 1755 PG 173 �"5 / /Q(� �G h G �p k�0 DB 5368 PG 272 PLAT DB 1755 PG 175-176 ///�G�001N� 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 "L07 12' ✓0/MEE L.FINNAN 13 9OA-D-3 / `T��O� PLA TB DB 4 5GPC 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/7Y / PLAT DB 405 PG 433 EASEMENT 96q\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" IRF �� 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 "L07 5" SEWER EASEMENT / / IS 1pb, 90A-1-13 .� DB 2984 PG 685 /RF / / 7s� "LOT 13" /P 2 SANITARY T IRE j 90A-1-12 SEWE2631Fl P 1 P� 462 \ CUL-DE-SAC SAC lRF S'6J,o. �'OPIRS S, "LOT 12" DB OB 263\FRAME Diu o2> 6jS INGRESS/EGRESS w c lRF / / / PLAr / 1 GARAGE'S' F 2 BSs •• EASEMENT >�a`�c� 52 / / / / I D�6>• E' DB 469 PG 435 \ �-� IRF �" IRF L58 L51 20 WATER LINE �� // BLOCK IRF i EASEMENT �� /j \ PERMANENT ACCESS 0 PERMANENT ACCESS EASEMENT DB 2631 PG 475 PLAT - DB 2631 PG 462 / / IRF A T 73 32' / "POINT K" IRF IPF AT 14.28' S' 3>. SR f s� s isb, Sp- �22 j %pTq ?V, /� 2 `I9 TIE SIN POINT AT THE \\� 6 � 9 54 POINT IN THE / CENTERLINE OF THE STEAM "PO/NT /N THE CENTERLINE OF THE STREAM THE PROPERTY LINE FOLLOWS 7HE MEANDERS OF THE CENTERLINE OF THE STREAM FROM "POINT ✓" TO POINT K" C26 INTERSECTION OF THE STREAMS WELL IRF DB 456 PG 639-640 �� \ \ EASEMENT I LL HOUSE 0g'/ / i i / DB 2631 PG 475 \01 i 1! / j �N" �_ PLAT - DB 2631 CMF , 114 763274 R / \ PG 462 (19. 77) lRF EE' 14793273 \ 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) lRF I/ 30�'9g /'90A1-1 l REF - DB 664 / PG 447 / GG 90A7-7 REF ^• DB 664 PG 447 90A-3 REF N OB 505 PG 557 „BISCUIT RUN 99 1 1 89.877 A CRES 90A-3 REF - DB 505 PG 557 9OA-3 REF - DB 505 PG 557 � 114 u Oy '7 90C-A5 MILL CREEK P. U.D. 0h ti HOME OWNERS ASSOCIATION, INC. G) DB 1152 PG 563 PLAT - DB 1042 PG 411 'MILL CREEK" PHASE 1 - SECTION 4 "OPEN SPACE" 90-38 THE PIEDMONT ENVIRONMENTAL COUNCIL TALL IRF DB 4819 PG 408 PLAT - DB 664 PG 461 90-37 GJ \ 00 ✓AMES MICHAEL HERNDON DB 4385 PG 392 PLAT - DB 188 PG 343 "BISCUIT RUN" IRS IN PINE S7UMP 18,9.377 A CRES \ \ ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 let 1] 1] J:&R 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 [0LTH OF �O� 02/10/23 UO DAVID T. ANHOLD a r1l Lic. No. 00311 G w APE DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 6 h 60h 'POINT H" \ 06 POINT IN THE 1i CENTERLINE OF L67 \ �0 "BISCUIT RUN"" 5 _ S 83.46 "75" E 0 IRF 53595' (TOTAL \ N: 3884832. 61 a IRF AT 502.22' \ E-1147765778 ,F CMF 90-6D REF - DB 498 PG 214 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" o• PHASE 2 - SECTION 7 "OPEN SPACE"' \ / IRF 90CI-7-746 MARK H HAEFELE THE PROPERTY LINE FOLLOWS \ �� AND HILARY BART-SMITH THE MEANDERS OF THE '�DB 2242 PG 242 CENTERLINE OF 'BISCUIT RUN" PLAT - DB 1336 PG 57 FROM 'POINT H" TO 'POINT l" To o 'VILL CREEK' POINT IN THE PHASE 2 - SECT/ON 7 CENTERLINE OF J J "LOT 146"' SCALE: 1„ = 200, BISCUIT RUN'" N SHEET NAME: SITE BOUNDARY EXHIBIT - IRS PARTIAL NORTH Fm2� 0 100 200 400 FRAME 6S� 90c1-1-A3 SHEET NUMBER: SHED MILL CREEK PHASE TWO P.U.D. HOME OWNERS ASSOCIATION, INC. S IRF DB 6 PLAT S- 1 2 4 THE PROPERTY 660904 ,D3 16 C 522 MILL CREEK' LINE FOLLOWS THE E' PHASE 2 - SECTION 6 DATE: MEANDERS OF THE 2066 "OPEN SPACE" CENTERLINE OF ' iTo ��82 February 10, 2023 "R/4(-l//T RI/A/ ._ ._ Tq/ i 196•) O Anhold Associates 2023 Sheet 08 of 17 HATCHING KEYYy _ TREE CLEARING NOTES: - - 1I \ J - 11 1) EXISTING WOODLANDS AND FORESTED AREAS VARY _ ' _ 1 / I _6 _ WITHIN THE LIMITS OF DISTURBANCE. MUCH OF THE 2 0,, FOREST AREA CONSISTS OF PIONEER TREE SPECIES STEEPSLOPES-PRESERVED -_ 11 %', _ C _ GROWING IN A DENSE THICKET. THERE ARE GROVES OF I 11 LARGER TREES. THERE ARE MOWED TRAIL AND UTILITY I \ { EASEMENT AREAS. CONTRACTOR TO VERIFY EXACT STEEP SLOPES - MANAGED ' " ------_\ VEGETATIVE CONDITONS PRIOR TO BEGINNING WORK. I 1 / 2) EXISTING TREE AND FOREST VEGETATION CLEARING TREE & FOREST DEMOLITION `\ `\\ / ___ WORK SHALL BE PERFORMED WITH SAWS AND FOREST -------------- I `\ -WITHIN PARK PROPERTY I MULCHING EQUIPMENT ONLY IN ORDER TO MINIMIZE SOIL _ DISTURBANCE. TRUNKS SHALL BE CUT ABOVE GROUND TREE & FOREST DEMOLITION - f LEVEL AND ALL VEGETATION SHALL BE CHIPPED OR _--550 11 i `` - _ _WITHIN VDOT R.O.W. PROPERTY -- _GROUND AND THEN SPREAD ON SITE AS MULCH AS THE ,_ / _- PRIMARY EROSION AND SEDIMENT CONTROL MEASURE. / I1 \\\ _ I 670- W w W w W DELINEATED WETLAND AREAS ----- I 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, I I / f OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR i \ � , , \ \ ` \ - / SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT - - � / 7 ` ` \ \ / I % - MINIMIZES SITE DISTURBANCE ` \ ALBEMARLECOUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 /a19191:7*IV I,-_------------------- --------------- -- ---_- - ---_ __ ---- _/_ _- - ____ ____-_--I_ ___ _ \----1,, '--,_-_ I"I. _\' _1_ I-- � ,-�_--1"--I 1--� ,I "-,�- "�II, , "�— 1 I "I, ""--/1-I , "-/"� -I,"I-, ," / -,_� \\\ ___-____ - BISCUIT RUN 4) NO TREE CLEARING WORK SHALL BE PERFORMED - / i 1- l"-__,"_� OUTSIDE THE LIMITS OF CLEARING. I i - , ' e/ + PHASE 1A, ENTRANCE r 5) THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR II _ - OBTAINING ALL NECESSARY FEDERAL, STATE, AND COUNTY ---' PROJECT LIMITS - �� /' �-- --- f -t= ! AND PARKING PROJECT PERMITS PRIOR TO BEGINNING ANY WORK ON SITE. �-- %% - / \ \\ - - 6) OWNER SHALL BE RESPONSIBLE FOR FLAGGING THE // , - -� 1 / \ 'F` / -- -___ l - -- EXACTLIMITSOFTREEANDFORESTCLEARINGINTHE ,, � I�`� L'O T— �// / / -600__ WPC -CLEARING SUBMISSION --------FIELD. THE LIMITS OF CLEARING ARE BASED ON A SURVEY -___ ' / —-- LIMITS OF CLEARING,- / V- 1 - - PREPARED IN FEB. 2020. THE LIMITS OF EXISTING ,-' l \, EXISTING DRAINAGE DIVIDE, TYPICAL. __ (LO.E:}TYPICAL --- WOODLAND MAY BE SLIGHTLY DIFFERENT THAN WHAT IS /� ,-' /I I I \ \ SEE CIVIL PLANS FOR FULL EXTENTS' / SHOWN ON THE PLANS. THERE MAY BE NEW SMALL OR %' II I I\ �, \\ AI�AAREA SUMMARY. \ / -__ AN HOLD ASSOCIATES SPECIMEN TREES THAT ARE NOT SHOWN ON THE SURVEY. - _-- T PRd IECT LIMITS \ �� _ THE OWNER AND CONTRACTOR SHALL CAREFULLY INSPECT _ 1 C`- ' II li ) 1 \\ \ \\ "\\ / -- -- \\\ Rockfish Gap Turnpike THE AREA OF DISTURBANCE SHOWN IN ORDER TO - •.0� -_"_---- / t \ \ /_ / / -- Greenwood, VA 22943 DETERMINE EXACT FIELD CONDITIONS. IT IS THE OWNERS I ----------- AND CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY /__ , 5q0' it I\\ LIMITS OF CLEARING, / L.O.C. AND CLEAR/CUT ALL TREES AND FOREST AREAS, WITHIN /� (L.b\C.) TYPICAL'`, / - _ _ _ _ _ _ - 434.882.3420 THE LIMITS OF CLEARING, THAT MIGHT IMPACT THE - - I \ \ `. / \\ / T anholdla.com �' LONG-EARED BAT ENVIRONMENTAL REGULATIONS. -'' i \ - --- -- ------ ____ 7 DUE TO ENVIRONMENTAL REGULATIONS ASSOCIATED , I - \ \\ `` \ / - WITH PROTECTING ENDANGERED NORTHERN LONG-EARED ,/ e7l./ � I i `,\ BATS, NO TREE REMOVAL /CLEARING IS PERMITTED . / i \\ / /-------------------590-___ / / \ BETWEEN APRIL 1ST AND NOVEMBER 14TH. P ,/ I i \ \! \\ /_, /' / \ / \ _ --_ _ , _ - / O , ' ` G D AR DENO S `TS OF II 1I1 __ _ I --_ - I" - I RAYE �A TE, LIMI `v \ `v � ------ -- � ---__- -, _ - / / _ - _ _ 1 \ -'\ \ - ARK PER CA I TREE CL�ARING ON EXISTING ` � ` / / / / - DGE OF EXIS' I I A\ \ , - --- - -- ----- _ _` ,% '- ---- FOR PICAL - -- -_- - , / \ \ E$TED AREA, TY ------ --------- ---- __- /---- - -- _____ - - //- I " I1 �,-1,I�1 "II , 1", " ", �� " , I II", �"� , III l l, I , �l I, "'" I , I / I ", ,1­:I_ _- - __ , ,,"- 1i "I �� -__"1�,,I I 1ii I I :I; I \' \,-, WETLANDS BUFFER. NO GEARING OR TREE CLEARING ONLY! / \` _— — \/ I / / — ---------------- - I �� EDGE OF EXISTING DISBUR CE PE MITTED WITHIN MUiZH REAS WITHIN _ y - �j — �o. THIS AREA PRI�R TC� OWNER OBTAINING \ / i � � _ I 0 �'`_ T ITS OF E — �7— s8 FORESTED AREA, TYPICAL ,-' M AR — _ AL S \ — L.C. T - L PERMIT PICAL y 1 I I -- __ ALL A '' HE LI �\ _ --- i I I I �. -- - ---- -- --_ - r - \---_ - - "� 1� \ - - --- / - - - _ --- b /-- ---- - " _ \ � \ TREE CLE__ EXISTING " __ RAINAGE PICAL-SEE& L - ' \ GRAYED AREA DENOTES LIMITS OF EXISTING PRE DEVEtOP�IENT I NON WOOD` ND AREAS CO ! �� \ RALS - \� .\--------PARKP----_ PI ULLEXT REA _I --- 4A NSIST OF MOWED T PARK PROPERTYNTY CAL. I PLANS FORDFul VENTS AND A IV �y� PIf7DMQNT PRAIRIE VEGETATION, UNDER -STORY SHRUBS, \ - SUMMARY_.__ \ - ' \ I , ANb SMALL PIONEER SPECIES TREES. CONTRACTOR AND --- - - / _ . D - - -- - - OV�N R' SHAL' VERIFY EXACS IE , CONDITIONS A - - / ' w , j CLEAR ALL TREES THAT MAY IMPACT BAT HABITAT N \ - "" - -----' - 5,0`\ - - g I' �60 - ,' RE U LATI ONS,''TYP I CAL. - - --- - --- -- -- u - 1 I \ -_ ,,------- - -- - I - , � : -� I _ I ---- YI - - /---- a % ,-----__- �' ;� \ // _ - ------ ---- / - - . - ,_ __ _ ___ �_ THE LIMI RI ___ �\ N ---- ' O w / - ----- / - _ _ TS OF CLEA EXISTING DELINEATED : -----rI/ WETLANDS SHALL NOT - - - - / \BE DISTURBED -___ / v / / — A A ------- ----- - n-------- / w ` / _ - v v --- I - / _ - --- -- ----------- _- -- -' - - - w j 'LIMITS OF CLEARING, - r I I ( --- --- v,\,� �% /I �� I;; I ____l -------- �/ -- i u �� L.G C.) TYPICA- I i , , , , i I -55�1 _ ------ -- \\ _ - S6 - - -- '� �\ ----- / - I E --- / - y \ ''` ------------ - APPROXIMATELY 35' WETLANDS BUFF R.; �' / ` __ 0 1--/_-_,, __, ,_,_"_�---_�---�_�---_-__--/,___----_''--,---,l -/-_'�I,-_1_-_ --� 1-_���I___I _,,___'",,1___11_- �I�"_11"1,,'-_,-�_�_11,_'�,- _I-,Il_I"1 ,_,-, ��_l_," _ ,�",I- �"- ',�I �,l"�-,',�,,"� l�-�_- �--I,,�I�, ",��/l I1�,_'"",-�l- I" I 1 V N 5 -- \ ' v PERMITTRING OR DI3RdURBANCE IS --------- -- -- \ - w' r r - w i WITHIN T R // / I -- 1 i __ O CLEA , I ED CAL HI$ A EA. TYPI , w i . - , . , / , i ,/ �, 0 I i ',/ /' _ 6, _ `\--__---- STEEP SLOPES -PRESERVED; TYPICAL, _ _ -- w I w INSTALL SAFETY FENCE ('SAF) AS SHOWN. �-------- SEE STEEP L PESKE ---- W _ --- -- / NO LEARING WORK SHA TA __-- __-- w LL KE PLAICE - --- - '- i / _ �; w w � w (I / BE ND THE F�NCE WITI IOUT,'WRI 11 / - - ,• - --- \\ -- -------- -- -- -_ __-' -- ` �' / - v - - - _ ' % / ! w I w PERMISSION O� THE OWNER:. / \` TT�N • / - - w i I I - -------------- -- I LTH ----- - HOL - of ------ ---- --- , % i ; / w - w I \ 11 `\ - - N /' - `\ --- --- --- SSO__ --- ----- - - \\ O� 02/10/23 t" 7 m w ; w'I \ , •\ - -- .0 - '/ "`------------- ,\ ---- --- `, w w w l \ / GRAYD AREA DENOTES LIMITS `OF / /\- / \ - -- w 9 ' w - - DAVID T. ANHOLD .- .- R CLEARING ON EXI N __ ____ __ __ _ _ U w I w `\ TPARK PROPERTY, TYP CAL.G \\ \ - --_-- - ------------- `\ - -.�-- .' % W �" y{ R' ` ` \ / / \ / - \` ------_- -'____ �_____- \ ---- r' L1C.No.00311 / \ _ C \ -- - FR �V d ,' ` \ ,' CONTRACTOR"SNACL NOT,DAM G� OR ADVERSELY \ / '" \`_, 1 AFFECT ANY EXI TIN ` C S G UTILI POL S UTI ITIES TY >z L / - -- - - - '", � ` \ -___ __-- _ ----� R ANY BUILT INFRASTRUCTURE WIfiHIN THE `\ '-- _ _------""-� -'' ---- w 1 ` HATCH AREA'QENOTES LIMITS'OF DELINEATI WETLANDS. /I' TREE CLEARTfVG ONLY! 1 _ 'A ROJEETLLMITS.----__ `, \\ `\ -- -- \\ - ------ _ /' w I �\ NO CLEARING IS ALLOWED PRIOR TOHE OWNER I /' \' /' `\ ,_ / L w w / OBTAININGALL REQUIRED WETL AND P�(2MITS PF�IOR TO / / MULCH ALL AREAS WITHIN - �l' ,' I \\ `,� ,' i '- VDA CEDNS DLANDSCDAPE ARCHITECT 11 --' - I w ,,\ \` MARCH 3T, zoz3. s�, -THE LIMITS OF CLEARING: I ,'� - - - '�, \ `\ \`\— _ -- \' ' / `----- LC NO.00311 - - mm -'� � w 1 �`\\ / 11 ,' FRONT YAR SETBACK a5 — JFO� EDGE OF EXISTING \' � _-- REVISION: 1 UTUREGL€ARING LIMIT C WETL�ND ' I \ / - G GAT O RACTOR? SHALL USE EXISTIN D ARAPICAL - ,--'- ,-�", Af2EA BASED ON PR S�DfDOMINI N I �\ I / GRAYED AREA DENOTES LIMITS OF ___ -- _- __ /' _'-- , . ,- � 1 �, ', _ — AND � ___ __- - 1') NO. DESCRIPTION DATE RESTE EA TY 1-".I, ,I,�,"l4�," /I �II, '--� "-_1 "_�l�_,I, -",� ,- ", 1\1�1l_ , ,, �,,� ,l .,I�_ -�_�I-I_I, _- I - _I"_ ,II "��, /1 _�I�l , I"I",�,,II� l� 1/� � I ; L UTILITY EASEMENT L NG R`T./20. NOI i EXISTINGTREE AND VEGETATION- I ��" TY POLE CORRIDOR FOR IN TIAL SITE{ __WETLAND CLEAF21 "G HAi L ' CCUR WST OF ----------- _ CLEARING ON EXISTING PARK ACES AND - — .'/ 01TS 01 REV WPOCLEARING 02.27.23 EQUIPN�ENT MbBILIZATION' SEE / \ p�dE THIS LINE. O S ALL FAIN ALL TREE CLEARING ONLY'! - PROPERTY, TYPICAL ,', i �A SHEET,C-110,���E&S PLAN FOR EXACT - /' / ' PERMITS P R TOE Y� ING WO K. ' �� - w �.` I p e^ \ RUCTION ENTF2ANCEILOCATION. `\ --- / - - MSP T` 5� MULCH ALL' REAS�V llT�l N coN -- _ �p� ' \` =- - - W" w j I THE!LIMITS' F LEAIRING. /% ST F.Y. Ylm5\ ---- w w I I i i " J i / 1 \. :M , .I5 w w ,, i I - — ' w >L �' I 0,' L. .C. v� - F2323 -- v- �_ __— w w 1 i -- 'S� — - - T&7.4 - - PRO - —/ — — - - / / I � PER w LINE � ' v ; ' — '— _ AVON REET w ' w / , , �_F/ w w '' w l i I ; ' � _ _-___- ��- 'V v - � ji /'- / v / / II ST lw iV,''' "'i I i / ---__ -- / / 1 1 __________________--------- / ! ___--- — w 1 HATCH;AREA f�ENOTES/LIMITS OF f�ELINEATE� WETLANDS. �- --' F2323 / - -- -- --------------------- 530 ----- i - - -- w w NO CLEARING IS ALLO TO THE O -\ --- --- / ' \ \, '-__ - ------------- -'- -- / / / �� TA49 w STEEP SLOPES -PRE SERV€D,TYPICAL. `` t p - - \ � ED PERMIy P RMITS ARE \ i - - — , - \ . ;(�' 1/ - / S STRE-P=SCOEES-KEY __ r - / ' w OBTAINED RIOR TO ARCH 31, 2,023 THE CONTRACTOR - g F2323''d�l=� (I EARI{ti((j QI�ILY� 1 ° w - ---- ----- - _ - „ra^�' w w I I ; SHALL Cl I? ALL TREhS IETWEI=N SECONDARY CLEARING - - �'- _""" 'rAZ% - �'� — - r - \\ d / - I, \ S i w I I LIMITS AND R2T . 20 PAVEMENT NO RING SHALL!$E13 - ? \ \ O CH ALL AR tNITH w /i w PERFORMED AFTER MARCH 31ST --- ' TL ,L MijS_6F CL ARIN( \—" i i h ',-,i si r ITS OF CLEARING, - w LIM w w �M \ - -_ (L.O.C.) TYPICAL ---_ `'I(III - w - \ - - C- - ---- EDGE OF EXIE NG$RAVEL ( ;1� - - ' w m - - / u _ ---- -- --- _ -- ----- SHOULDER - w - -- - _ \" - _ ---- -- - ---- - ----- S \ -- �_ w:. : _ _ - - - - - - -- -- -- ----- ---- `------- \11_, II N"� , 1," 1-, /V. _V--.,_---__,-1— . _. __,_ _' /, ,I/I. I/1; IIIIIIIIIII'IIII, , l- 7 TOP `\ __ _—,--- _ I / / - - ___ ) ___ J -_ _ W '' - — — T — _b.C. / 11 i EDGE OF EXISTING ROAD PAVEMENT HATCHED AREA DENOTES LIMITS OF TREE ! EXISTING DRAINAGE DIVIDE, TYPICAL pe' STEEP SLOPES - MANAGED, TYPICAL. ' E�0—" — _ _ I I I CLEARING WITHIN THE EXISTING VDO-T ROW, SEE CIVIL PLANS FOR FULL EXTENTS I I ' / 9ER � 1 — — i TYPICAL I AND AREA SUMMARY. I I SCALE: „ Z / , o N SEE STEEP SLOPES KEY. i — — — 1 = 30 LIMITS EARING, \ i / II (L. TYPICAL _ � / ___ ------ - — — — — — — I-- � I SHEET NAME: - `✓ _ --- -- - - - - - _ _ - ----------- --- - --- ------------- - -- - - -- X---------------------- - -- - - I \ I _ -- T =, — . _ _--------------------------------------- - - - -- - - _ - - - - - __ - —iECT LIM�Ts ------ CLEARING PLAN N O RT H f<---- --- - _ - _ ,, -- - _ -- _ - - -- - - ---- ----- - - / - --- ---- ------ -- - ---- - - - - - ----------------_ --------------------- - - ------ --- - - - - - ---- - _------------- _-------- - -_ -------------- ------------------- - ------------- - - - , ; - -- ----- - / ,------------------------- - --- ------ --------- ------------- ------------- -- -------- - - -- - - ----- -- - - -- --- - - - -- - - - ----- --- - ____----- ----------------- --------------------- --- _ - - - - - - - - __. -_ = ;_ - - ----- __ - --- __ -- - --------------- - --- --- ------------- - ----- - - - ---- 520 -e- - ---- -- ------------------- -- ------------- ----- - - - - - -- ----- -------------- - I x --- ----- -—------------------------ - - - _ 0 �5 B0 ---- --510--- -- - _---------------- - -_ - DATE: February 10, 2023 ©Anhold Associates 2023 c:WsemWavid\anhold aswumes dmpboxr nhold team blderlpmjectsWiswit mm01_wNO2_sheets\c100_ex m&demo.dvig Sheet 09 of 17 /' \6 %, O --- ".IIII-/ I'I,� -, .�1,-"II1 _ -,I / 1 1I,�1//, I�0I, O PROJECT LIMITS �- —7 > > \ \\ , > \ _ > \ , \ ` \ v \ , / EDOE OF EXISTING_ / `LIMITS\OF CLEARING, FORESTED AREA, TYPICAL, 1 ,�I\-L-- / I,-, (L O.C.) TYPICAL II _"--/-_ -�­"1/ ",-�_I -1_I , ✓ \ ---i > \ / \ / � \ O - i . \ /, L 9q I` :I > \\ _-- ALBEMARLE COUNTY > > > > \ 1 1 - I CLIENT P __ S SHOWN. \ `s 1 E PLACE i 401 MCINTIRE ROAD , T(RITTEN I\ _ _ _ '-- f CHARLOTTESVILLE,VA22901 / ADDRESS --_- --- % ' % / \ - /' I % - I i `\ i BISCUIT RUN TREE-CLEAI4llIG ONLY!`; ,'� // EXISTING DRAwaGE DIVIDE, Tti PICAL. I v-----_________ __ MULCH ALL AREAS WITI-FIN ,' % /' i SEE -CIVIL PLANS FOR FULL EXtENTS `v / /' i i "AND AREASUMMARY. I -'�` PHASE 1A ENTRANCE THE ,LIMITS OF GLEARIIVG. AND PARKING PROJECT ' �. l/ /---------- I EY DAR DEN 'TE LI IT F I i / '' \ / /WPO - CLEARING SUBMISSION , GR E Ede Q S M S O EXISTING TREE AND VEGETATION _----- ;' / I ,CLEARING ON EXISTING PARK // / I / , PROPERTY, TYPICAL / '' I `/ , i ' I '' --1 ANHOLD ASSOCIATES I ; / / ,, I I / / ; - I __- 8311 Rockfish Gap Turnpike / , , I , i / s _ jj I Greenwoo A 22943 ;� i d V --- - 'o i - y _ _ I -- 434.882.3420 I ' 1 — L.O.C. i — , __ ; anholdla.com `\ I �IL�-N,.�-I--_�:-_�-�_:--�—�-�-i-_ � 1W--�! �--; i,:� _1- I ---�I- , N -� � _._--�-N, �\1I -\ � I\--- ', I": .lI1-.. ---,.-i- NI -"----�J -%�-�NI� �-`--- '1-:I -,,-1--\1"I,I--F, -\ "I -I 7"-. -/I_-I ` . -i. I I vv v - - , 1 I-- " -I,�,\ N T-1I\ -:\I,:,�I_-,N I \- I1, I/ �: IR\ I III\ 1 � '/I-\,� II, I , I/ _I I I\ I11E\ /\ 1-I-I,-1/I\"k,' ,�N-/11\—'E1_1", _,\\- I, 1--\ I_ 1IzA-I_\IIoz/I �\, o\ _I1I/`I--1 IN1\1I, �,,I::1 v ', I Ii vv A `, - ,/ I - - 11 , \ 1 I \ \ - `, I - ---- n \ ` \ I A \'\ --__ i FUTURE CLEARING LIMITS FOR WETLAND EN`, STEEP SLOPES --- , / / / ` \ _ \ AREA,BASED QNPFoPOSED DOMINION _ _' EP DES KY' `- �� UTILITY EA8EMEN . NO WETLAND CLEARING PRESER ', C I 1_ STEJLOP - i \ \ \I \'\ �,�Q��C'F IMITn `-� - I ;'� / /�,,� ��', `\ SHALL OCCUR WEPT OF THIS LINE. OWNER -_ ':—� _-�,1"I_I� `I _;,. "1I�I_I " ,"I', — II " -"7""IIP�,:, ,I,,,��I II - _ \ \ L.O.C. LIMITS OF CLEARING, ---- \ \\ \ SHALL OBTAIN ALLI PERMITS PRIOR TO ANY — r �� (L. .C.) TY------- 1 CLEARING WORK. LIMI OF EXISTING` >_>`' - �, \ _ \ �� _ -----------------5t0" ` R O `� O PICAL 1` \ ATIOECLEARING ON \ �� _� \ JECT L/ - I II 1. II 'ROPERTY, TYPICAL. \ - 7— -� S�0_ /' MITS - ` -- CONTRACTORSHALL NOT DAMAGE OR ADVE�SEL` _ - --- --- - _�.I.�-�,.I. 1�,-\--,1_1,, I_I __�b _____l_'I�, ,_L__ �1-'-I-IN-_,,I, -- ---I---�-,C---_�_-_-_-_--___-__ �-�---1, - - I-\ -_-,-I�-" "-I-n - __-_"_ �� \ L O CRON�yA� \ \ AFFECT ANY EXI TING UTILITY POLES, UTILITIES; - _____� _�= ,g� \ — ' , �ETBA K_ / �/ ;OR ANY BUl{_T INFRASTRUCTURE WITHIN THE I - 0` \ �� _ 75' G/ / \ \ PROJE\6T LIMITS. ` - " - \ - _n � ---- -- �' �a\ CONTRACTOR SHALL NOT DAMAGE OR ADVERSELY '�� j \ \ HATG,H AREA DENOTES LITtlIITS OF EXISTING WETLANDS NO CLEARING IS AFFECT ANY EXISTING UTILITY POLES, UTILITIES;' > L �I� ALLOWED PRIOR'TO THE OWNER OBTAINING ALL REQUIRED PERMITS. IF_ - OR ANY -BUILT INFRASTRUCTURE WITHIN THE ��` ,' \ PERMITS ARE OBTAKED PRIOR TO -MARCH 1, 2023TFfE CONTRACTOR /' - /` - PROJECT LIM - - - - '` \------- ITS. PROJ - - I r // , ' / —�',, Xe\\ A3 DIRECED NLWRI ING BY THE OWNERGO CLIEAR NIG SHALLE- EREA ITs TRH ARING ONLY \ :_ > I ER TC ----- - ----- -' . - '.' � "-' GREY D S LI ISTI E RM FT H 31 'E CLE t ULCH AL AREAS WITHIN EDA ENOT� MITS OFEk hIG RFO EDA MA ST. 1V 'p! I EE AND VEGETATION CLEARING ON L THE LIMITS OF CLEARING. EXISTING'PARK PROPERTY, TYPICAL:, � - L.O.C. I—, '— HATC)'IED REA�ENOTES-UMIT�F (STING _ // , VEGETATION CLEARING IN-T - _ C — ----- `-- STEEP SLOPES -PRESERVED, TYPI AL. -- _ EXISTING VDOTR I 1------- ----------LIMITS OF CLEARING` T ___ ;, .' SEE STEEP SLOPES KEY. APPROXIMATEL TLANDS BUFFER. i' -----_ I I - (L.� ' �- - -- ___ _- _ - ____ _ _.. _ _ -_ _____ N FARING OR URBANCE IS _ EDGE O EXISTING -' RMITT N REA A ---- - - -. ` �� `. O CL Y DISB ' ,' -�' ��-- ------ ---- _ _ - _ - ---- - --__ -_ ROAD EMENT� ;— � '--_- - _ _ - I \ ED I A . TYP i / '-- P� ', I ` �,PE TH`S IC L i _� �.� � =t� , I \ GA INSTALL SAFETY FENCE SAF) AS SHOWN. - ' F ds � X �� —R NO CC RING WORK SH LL TAKE PLACE D0) 90"" \ X --\- �___ — `\ \ I `� BEHIND THEfEPLCE WIT OUT WRITTE '- - / v 4g 1— _ - 7 _ O -- �`� ---- HATCHED AREA DEN6TES_,MIT� OF E_XISTMG� - D ON CLEAR, -+ VEGETATI �!dFT�i1N—E `w _ X `-- `--- `-- I°R1J IEC� S �� EXIST - TYPICAL. -` � _ _ `.".c.®ft_ _ - `w { _ — 0-__ --`-_----'-- -- _ _ -- ____ - ______ ---- ------ _-- - --- -` - "! --- _ - -- _— - � - --_ -- _ _, _��_ — M. -- _ C ------ --__ __ -- O ----- '_ ` -LIMI ING, `\ i (L.O L 1'Fi�WCA� X _- I-----,"----_ \ / �% - ' -- HATCHED AREAD�TES Lryy�F EXISTING `TREEANDVEGETATION`C-EARING_ WITI�IA"TFi� PROJECT LI - EXfrTING VDOTROW, TYPICAL. -- x - - ' _\ __ X-------- x EXISTING CONDITIONS & CLEARING PLAN SOUTH piNSTAL'L SAFETY FENCE, (SAF) S SHOWN. - tI,I -N-I---,--II -,I--N -1---, - I --- �-I-�-� _7"_I I- _, -\\, — \I--\�I, II -II 1�, ,I -I ,I � [I- �10 GLARING WORIQ SHj4LL T E PLACE \` l _ ��'- '--- OEHINO THE FENCE WITHOUT(RITTEN , __ �, PERMISSION OF THE OWNEV\ \ \ LIpAITS OF CLEARING, ' \ /' -, � (L(O.C.) TYPICAL V / A9� / I ---- - \ c +' O ' \ N\ / \ =_/ t EXISTIN�, STREAM INNp _ fl /' 'WETLANDS ; ; II ,' /, \ "\ \II % / I III _ \ \ \ -" / GREYED AREA DENOTES LIMITS OF IIN- ," EXISTING TREE Aj�D VEGETATION \ qeq "11 \', -- '- \ CLEARIf�G ON EXISTING PARK I /' y�Z\ � , i PFZOPER/ TYPICAL. I I \F 1 / �,v -', TREELEARI�IG O - Y! f \ \ \ MULCH ALL AREAS IIN 1 I so I I\\ THE LIMITS OF CLEARING. ,EDGE L.O.0 j ! CREST REP, (CAL \ ' T TB<= 75_\�I ` IN '. i 1 ' \ ' I \ INSTALL SAFETY FENbE'(SAS 'HEWN. \ I, NO CLEARING WORK''SHAL TAKE-PLA - \ / = \ \\ _-BEHIND THE FENCE vvyrrtOUT WRITTEN`, X \ STEEP SLOPES, -- PERMISSION OF TI, OWNER. \ PRESERb€D._TYPICAL SSE --- - I, _'� �vSTEEP SLOPES KEY II EXISTING INEATEDVVETLQNDS \ \\\ ` a — 1 \ \ �►II \', \ \ GREYED AREA DENOTES LIMI Ip OF EXISTING"---_ ` _ �I \ `\ ,\` ;\ TREE AND VEGETATION CLEARING ON \ \\ . .\ EXISTING PARK PROPERTY, TYPICAL. \ I A \ _- �I\1 -/I\ _ ""_\/�__lI,I I 1,_I/ ,N "/ I, '1,I,1I,,-�"I\�I,-,,'I,,I,\,�; 1�I-N I, _""1,1� \�,,I �_".II,/� � - ",II I I_I/ ,I"IN 1N-, 1,I-I -_I\.",I I"-I'1,I l-,\, -1tI,\, -'--.-I,.,�I `__________ v \9PROPERTYLINE S41 IIxe,, \ � \` `--------- - -- --- \ _ °5826" W 4- ;88' (TOTAL) � 9`(B\ � __ , ---- -- --- -- ---- ---- --- - -I , _ w _ 101 , G ,1 02 \` ED 0 F 9 _ O n �vV.r -------------- HATC)'IED AREf�E ISTING '--- ---------------- -------------------- VEGETATION CLEARING - -- --- — ' --- --------- -- -------- - - ----- EXISTINGVDOTR __ �— _ -- - - - - ;103 ,, , ,LIMIT� �_ ' ---- - -- y�,� �' S OF CLEAR G',� ---- -------------- \ 1 - �104 � T a EXISTING CONDITIONS & CLEARING PLAN SOUTH &0 15 30 60 Ammm%===iil (: c:Wsem\david mhold assoomes dmpboxbnhold team older\pmjectsWismit mn\01_mMO2_sheetsW101_ex m&demo.dvig TREE CLEARING NOTES: HATCHING KEY 1) EXISTING WOODLANDS AND FORESTED AREAS VARY WITHIN THE LIMITS OF CLEARING. MUCH OF THE FOREST AREA CONSISTS OF PIONEER TREE SPECIES GROWING IN A DENSE THICKET. THERE ARE GROVES OF LARGER TREES. THERE ARE MOWED TRAIL AND UTILITY EASEMENT AREAS. CONTRACTOR TO VERIFY EXACT VEGETATIVE CONDITONS PRIOR TO BEGINNING WORK. 2) EXISTING TREE AND FOREST VEGETATION CLEARING WORK SHALL BE PERFORMED WITH SAWS AND FOREST MULCHING EQUIPMENT ONLY IN ORDER TO MINIMIZE SOIL DISTURBANCE. TRUNKS SHALL BE CUT ABOVE GROUND LEVEL AND ALL VEGETATION SHALL BE CHIPPED OR GROUND AND THEN SPREAD ON SITE AS MULCH AS THE PRIMARY EROSION AND SEDIMENT CONTROL MEASURE. 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, W W W W OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT MINIMIZES SITE DISTURBANCE. 4) NO TREE CLEARING WORK SHALL BE PERFORMED OUTSIDE THE LIMITS OF CLEARING OR ON ANY ADJACENT PRIVATE PROPERTY. CONTRACTOR SHALL LOCATE ROW LINE ON EAST SIDE OF RT. 20 PRIOR TO BEGINNING WORK. 5) THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY FEDERAL, STATE, AND COUNTY PERMITS PRIOR TO BEGINNING ANY WORK ON SITE. 6) OWNER SHALL BE RESPONSIBLE FOR FLAGGING THE EXACT LIMITS OF TREE AND FOREST CLEARING IN THE FIELD. THE LIMITS OF CLEARING ARE BASED ON A SURVEY PREPARED IN FEB. 2020. THE LIMITS OF EXISTING WOODLAND MAY BE SLIGHTLY DIFFERENT THAN WHAT IS SHOWN ON THE PLANS. THERE MAY BE NEW SMALL OR SPECIMEN TREES THAT ARE NOT SHOWN ON THE SURVEY. THE OWNER AND CONTRACTOR SHALL CAREFULLY INSPECT THE AREA OF CLEARING SHOWN IN ORDER TO DETERMINE EXACT FIELD CONDITIONS. IT IS THE OWNERS AND CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY AND CUT/CLEAR ALL TREES AND FOREST AREAS, WITHIN THE LIMITS OF DISTURBANCE, THAT MIGHT IMPACT THE LONG-EARED BAT ENVIRONMENTAL REGULATIONS. 7) DUE TO ENVIRONMENTAL REGULATIONS ASSOCIATED WITH PROTECTING ENDANGERED NORTHERN LONG-EARED BATS, NO TREE REMOVAL / CLEARING IS PERMITTED BETWEEN APRIL 1STAND NOVEMBER 14TH. STEEP SLOPES - PRESERVED allimiabitel,m6loUrilo%T4]11911 TREE & FOREST CLEARING WITHIN PARK PROPERTY TREE& FOREST CLEARING WITHIN VDOT R.O.W. PROPERTY DELINEATED WETLAND AREAS /1- '-. -- -�_ -- �11 �� 0 15 30 60 (:: N Oep,LTH OF �' 7 02/10/23 ® , U DAVID T. ANHOLD 9 I rY Lic. No. 00311 1 w ��` 4P E ARG'/ DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: 1" = 30' SHEET NAME: EXISTING CONDITIONS & CLEARING PLAN SOUTH SHEET NUMBER: C-101 February 10, 2023 ©Anhold Associates 2023 Sheet 10 of 17 - - LEGEND --/- - - -- -- - - - - '-', 1 l,�,�,5, HATCH KEY /_`-,N. lI SEE EROSION CONTROL DTL. SHT. / - ----------" I II \I \\ �\ _ . STEEP SLOPES PRESERVED , - - I 1 / C C E CONSTRUCTION / - -' _ i \ O ENTRANCE I STEEP SLOPES -MANAGED ---------- - M ----- - w W W muLCHwG \\ DELINEATED WETLAND O I I1111' \\\\` yvvvvv-v I\ v O - `� SILT FENCE -55� I \\ // / /' II I II111 IIIII ✓ \\\\\ / IP , ` / STORM DRAIN INLET PROTECTION ; �. i `\ SOIL TYPE REF ENCE NUMBER 7 y% / - '1SEE DRAIN MANUAL FOR SOIL - \` '\ N\ ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 /a19191 A *IV "-\- $O L - TSTEMPORARY SEEDING DI IP NS �� T1INE - _ `` B I S/.I_-J/-I—I�I_�--1- ---,-._`,__" ,I---_-I/_,N_I---__�__/J_NI---_"/I ,_'-__-_--_I__�.�_,"— "---___,_/ _,-"_, ,-_�-_ -_""."_"-, ,-,�-_P__,_ , Nl__--I--� _�.I �-NI-l_I- _� I-I "_" ,,�_-_ ," ,II/I, __-_ l I"�I1 _/_" --'�_I" I_,,,1 I ,l--_---I1I - I,_� -� _--�,--',II."_1� _-I__--- _"I_ IN" �I_� II--/N' .I,_-_-, -I,- I. _,"I_,N_"4 __-- �Q, II. 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'-II- 'N I--,-,I \ I- ,I -\\\I 'l .I ,-\1I I-I- ,_01I I-, 1I I-1N I ,,I- I1,,_ I \"-II 0-: .I "� ,1—, I I\ I,N 1-11II I I N',I,I, -I \ , I,I-/ II-","1II I -- I\ - -II \II\ I ,�" -- ZI I, -I *-,-N IL-"1-I -_-I� \I1-.--I_, _N"-I- -- _" -\---._I_1I--"- --__" --_1II __- �._—� _-- I' -\ -_ /_/_-. ---- ,l -_I"-,-II--- ., -I-', _I C I II ,� i ` DELINN IN LEI - O _ - \ '--" _ , O _ /_ -- -- "" 1 j -.% �' PHASE 1A N CHECK DAM _ ' ' I i � PRE DEVELOPMENT _ \`\ � _ �j D _--' %� - 1 PROJECT LIMITS f'• • ,�;� j - �� •Ix , / DRAINAGE DIVIDE; TYPICAL. `\ i--//�_ _ --- AND PARKING PROJECT O _y_ ; �' r\ OPRE-DEVELOPMENT / / /. _ \/ / --DRAINAGE DIVIDE, TYPICAL TEMPORARY DIVERSION / i ��;'� L.O,C• i \\\ 'I' /`-------- DD ° - ,' DIKE /' i O / -- -, - --- - _ �N411TS OF CLEARING- I ------------ , I /O L.O.1; ---CULVERT CULVERT INLET ( / I \' LIMITS OF`TREE CLEARING / ---- C I P ( ---- ---- PROTECTION Q.C) �RdIE TLIMITS \ T \ --- .., , , \ L. , O. `\ O I I /! I \\ `\ LIMITS OF CLEARING, TYPICAL ter. , SAFETY FENCE , I ! _ \ --I -- SA /-- - - 54� `\ / / ' EDGE OF EXISTING I If \\ / / _ I C_ -I - I - -'N,-'� ,,-'- ,'' '� ,-' WO O REM IN. `. �-- _ , ,- - \ `\ NOTES: ODLAND T AI 1 1 � / 1. MULCH IS BEING USED AS THE PRIMARY ESC MEASURE AND _- ,- j \`, - --__ n ED OF EXISTING EDGE OF P�(ISTING', // ALL OTHER BMP'S SHOWN ON THIS PLAN WILL BE INSTALLED / 777 / / 'EDGE OF EXISTING UPON DEMAND OF THE ENGINEERING INSPECTOR. // ,-'% ,-' ,/' -_-__" I I i ND TOR IN. DLA R N. \ WOODLAND 70RE -- ' I ;I - ----- 59 WOODLA E(\AA \� �i WOO NQ TO EJUTAI / 2. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF i \� `.\ - _ ADDITONAL ESC MEASURES NOT SHOWN IF DEEMED i • `\ .O \ --- NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE ; % ' / i ;\ 0. \, -_ SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. r z / - /-_____ ---_ , I P - , , / I I A v A -- -- - - - , / / I i ' -- N ENUMBER , I \ / --- A --- -- _ - J , / - i : ' I \ `\ \ � SOIL TYPE I \\ \ \\ \ �' REFERE C - _ --_ \ - , / ": - O ,- \ WOOD CHIP MULCH &TEMPORARY _ - / --- I' SEEDING SHALL (3E INSTALLED ON ALL \ ;i ---------- - --- -- -- S WITHIN TS O RING 0- I AREA LEMI F'CLEA — _ - f S I � 8 , , ;' - — — `\ 1 _--- - - ------------------ - - --- --_- __/ — ' - - — -- . — ------ - - - • T EA - -- -- , . i E\ - - _ - ---- - RE \CL RING ONLY,! � b ' D E F EXI TIN � I I I ` --- ------ - - _ / --- E G O , s G / 1 �� , - .1 _,_ _ _ -- `�--------MULCrJ ALEAREAS WI HIIN - - -I S ITHE L �S OF CL ARING - - WOODLAND TO REMAIAI' ! ' I I - \ --- _--- - --- 1', \ - - -- - - - `', . . , - F-CLEARING.__ - _ - -------- THE LIMIT - ----- _-__ - - - _ _ - - - -- I 1 _ - - / ' \v `\ ,• ' ; _ \ _ ` L 1 U TS , , Ill / �- \ \ _- _ - ` -I O EDGE,OF EXISTING / --- _ a % /w I \ , I WQODLAN REM `I, - -- WOOD CHIP MULCH &TEMPORARY ___� \ , \ SEEDING SHALL BE INSTALLED ON ALL --_ D, TO AlN " /%1 ' ' INSTALL SAFETY FENCE IN ORDER TO _ \ `�F -- -_ --' - AREAS WITHIN LIMITSOF CLEARING / w PROTECT pELINEATED WETLANDS. NO / TREE CLEARIN6`$HAL6 BE ALLOWED - \ `\ I -- 0 --- / / BEHIND THE,SAFETY WITHOUT WRITTEN 0 / w % ER ION H r-.�. 1� P MISS ISYT E,OWN ___ ___ / ' w ', ` v I A v _ i I `t -- - - - .- --- I r'. I LIMITS OF EXISTING; __ - _ ----- -__ _-� - -- DEIINEATED WETLANDS. w w j/ v ------ I II %� _ -- __ , ,--' _ w E OODLA OIRG j _, f EMAI - ----- , W IND W. ". w _ ----- _--' - _�,e — — ---------- . I I ---- --- -- ------ ----- ,a - / w 0 I - _ I ! /' I / \ _ ' , , ,_--' w w I , , , , , w / ! I % // WOOD HIP MULCH\& TEMPORARY /' - - I - _ - M TS OF SITE CLEARING------------ \ 1', w wl / ` -' -' w � I 6EEDING SHALL BE INSTALLED ON AL(_ - _ - _ ____- _ ___ __- ------ ---- __ _- -- . \ '\ i ° AREAS WITHIN LIMITS O� CLEARING ---___ - -- \" __ _ / I I / , / w _ _______ / STEEP PES PRESERVED 1 ---- ---- --- v1, I \ ' ------ - - _ --- - - -- _ ---- ----_/ / SO _ w — - / u r R SSO , �I w <�C 'R - w, ' , / , , w I / EFERENCE NUMB / -- ` - 1 - ` - --� \` r 1 i , w I A A ,' / --- _ _I , --- FR �� , IL TYPE _ _ 0 _ _ - - // w wV \ DEL'INEAT ON LINE ": / ;' - �`Q S7 _ , - w , , . . . i — w ,\ \ `\ - /' ------------"C€\CULVERT#1 RAINAGEAIR \` �� - w w w \ \ \\ TREE'CLEARING ONLY! l AR 5.7ylAC \\\ O — �' / 51C\/ \ \ EDGE OF EXISTING ,' CN 60 �— , , __ Y'; `' w \ WOODLAND TOREMAIN. — \ / \ - ,, ,, w U C S _- \ -- - M H AL R A WITH __ _ ___. --� `\ '\ L LA � IN TC$05MIN', I ;, i \ v - Q10r5.25 CFS v C = a5 .. ' - - _ ,,' / w w / 'I `\ `', \ ',THE LIMITS OFCLEARING. ,'/ \` FRONTYAR SETA K SQO \�----_-__ - - ' lv ,. 1 - ----- -------------- " // , _— � 35 CU� E -SE N @ 86% ---- - ,/' /' /,,' ,,- ,, /' I / 'I , �' `' TIO S 2,. w E N = -- _ MITS INV I 515 0' _ 1 ' l ERGi✓OF EXISTING------------- XiSTiNG- -- -- ----" w \ i 'I '; I \ 35 LF 15" H PE WITH NCI C I IN - ,� /PEE i , J V)IOObLANDT6REMAIN, w w 1 I i : I - EC --- _ ------ �____��_ E \ INSTALL EC 1 OUTL T PR T TI. \ EDGE OF EXISTING --- / �_ L____ u VVASHAFiEASEDII41 NT -- - ,-'`w`, I \ , Q10 OAPACIIjY = 11. 33 CFS. - -- `MSP o_- , /1 \ \ WOODLAND TO REMAIN. __- --_=- eew:_ 4411 w ; TRAP.-FT�MIN. DRY AREA � / \ w- _ _____------- F \ _-__ w E i I \ - - DEPTH VYITA 5' WIDE STONE / / \ \`\ "Ja'' NV: (528.70)-_- Y. w w j - / / \ . " w w N ­'f j ! — i I \\ CONTRACTOR SHALCMARKALL EXISTING L. .0 % O F2323------- :MSP- 1 I /! ` _ _ '� V i II \ ------ - TH7_4------------ - / ERFk OW WEIR: w � /' w � w' UTILITIES IN THE FIELD PRIOR TO BEGINNING _____ -_. - - / ( S I P I __ ,I ;' W-5 66; LS w w ANY WORK(. CONTRACTORS WORK SHALL NOT / 0 (D BED 0 w � " I 1 ITS V 1 U ADVERB T ANY EXIST. UTILITIES. _ ___------___-- -L I / ' 1 , ;' / 1 w �Y AFFEC S /LL ROD w v ; - / _ - - - - STEEP_ -- - / �'-�� I I'1 1\ PROP€RT''f HdE �__., � - "/O /'� III- `�\ w' w i I / ) -- �� ITS' '' / �/ I 11, I _____-- SLOPES PRESER�(ED / / w ; _ 51 PG 4t '' w WOOD CHIP MULCH & TEMP RARY------------------- WOOD C MPORF�I$�3 / 51 `; � l - -- ------ ` v 4 PG 293 Q , - - LIMITS OF CLEAkR�------ / - * w SEEDING SHALL BE INSTALLE ON ALL --- _ _ S ALL INSTALLED OWAt ^\ - t 0------___ __-(L.O.C) - -, / - ,` w ARES WITHIN IMITS OF C FARING - 'AREAS WITHIN MITS OF CLEARI Gr \ 1 1 \` E V. (526.5� 4P w I F2323 ' �'' - P v` ---- - �N v _ J , w O �' . \ STEEP SLOPES- A27 S�& ` �- -- r �\ w PRE6FRVED TA 13 / ��_ . - / - _ j r j \ ` w �s. IP r —,\ / w A _ - / w / i -- -- - _ - - - _ 1 , CONC. DITCH ` W \ I 2 — <_-' _ — �(� _ / RAV DOULD7 R O ' i I i n ' w - - - - — - /` --- w w i w t OM \ — _ _ — — — G -- EDOGOE OF EXISOTING `\ _ w — \ — — — — — — — — — ' W DLAND T REMAIN. I - wP,RO i _ - - - - - - - - - ------ ----------- ---- - ----- J� -- ----- - - ' ----- ----- -- EC__l ----- ---- -------------- --- ', \4_�, 525.61 -- _ IN$ifATEXiiitET --- --- E ( ) ---- --'_ - -- w, , - -- - -- - - -- -- -- -- -- - - - - - -- "--'"---------- -- - - ---- ------ - "------------------- _ __ - ///� �� I ' w C� \ \. --- - ,- �(� 0 LF - 15 HDP � :SECTIONS @ 3.75%. c9A �PJ, -_�`� ) . P , STOP w g �- CMS ------ - � — — • Y . . I a INV. IN-817.50 _"_- 4.9W� ; •`''" - '_. ' _'- - `_-�_ — — � 5.C. , S F INV. OUT = 516.00' ' . °o I it I -- - - - �� . / NI I INSTALL EC-3 OUTLET PROTECTION. PRE -DEVELOPMENT i v ,,-' \0�-F pe • ' (/ c, --� �� E-2D- — �: — — — —_ Qti0 CAPACITY = 13.55 CFS DRAINAGE DIVIDE, TYPICAL. ' x /%1,' LIMITS OF CL�ARING j F \' • STEEP SLOPES - MANAGED \ �, _I .­ ' I , I i 1,1 ,(L.O.C) / - - - - - EDGE OF EXIST. PVMT. CE�CIJ[OERFDFb4FNArsEABF� —I\. �— J_. \ IN ------ ------ - AREA=2.31 AC � _� — J II - - -- - - _ - - CN 65 u--------- -- - -------------------------________--------------------- _----------------- ----------- --- ---- _ -----II - --------- ------ - - - - - - --- -- --- - - -- -- _ .-- N I ------------ / ----- ----- - - - - - ------------I___---- ` ------ _CONST --- - - RUETION�NTRANC€ F - -REF---- - PR JECT-LIMI-TS METAL GUARDRAIL < - - , � - � - � g -- 7- -- - -- � - -- ,- - - - _ - _ - _- - - - - - - - . - 1 ' / � _ . t _ - - _ - - 7 7 - - - , - _ I I I I I I I I I I I, I I I I I I � . 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DESCRIPTION DATE 01 REV WPOCLEARING 02.27.23 SCALE: 1° = 30' SHEET NAME: E&S - PARTIAL NORTH S HEE , I - - NU $) . . t� � / 1 I ------------ ------------- ------- - -- ' - - - - - - ---- --- ----------- _ ------------ ---------------- -- ----------- -- ----- - ----------- ------- _ __ y; ------------ - - --eora ---- - ,- - ---------------__ - - --- - - - - - - - ------ - - - -------- -- - - -------- --------------_ , ------ ---- ----- - - - - / ' -- - - - _ - -_-------------------------- -- ----------- - - _--------- _ - - - -_ - -------- - - - ------ --- - Tit L RE IRETi$Y VI3 TENT _ - -- -- TO REMAIN-ATTkIEEND OF-CLfAftHdG RIB �`- --- 520 PRE -DEVELOPMENT ��- -- - - - -------------- - --- .. ,-a �' -}&- 3 - --- _ -- ------ _ - __ - -DRAINAGE DIVIDE, TYPICAL. -------- ----- ---------------- ----------- -- - - - - - - ------------- I------- ------ ------------- --------------------------- ____ _ ------------------------ __ wv. (sas.7zj --,-----------------_--__--__-_-__-_-_--- ---_-_-_---51 ____ ---------- - _---_--- LJ • • • • • • • L J/i -_ INV. ---- DATE: February 10, 2023 c:WsemWavid nholdassooatesdmpbox\ nholdteam blder\pmjecbsWisWitmn\01_wNO2_sheetsk110_e&s.Cvwg ©AnholdAssociates 2023 Sheet 11 of 17 -- L JECT LIMIT$ o HATCH KEY STEEP SLOPES PRESERVED LIMJTS OF CLEARING '------------- " STEEP SLOPES MANAGED I ------ N,W W W DELINEATED WETLAND ------ IN // ----- I ALBEMARLECOUNTY IN IN' IN CLIENT _ . •' ` it 401 MCI NTIRE ROAD EDGE OF EXISTING, \ i----------- \`\ WOODLAND TO REMAIN. - ; i' ; // / $OIL TYPE - ADDRESTTESVILLE, VA 22901 //''��I•'� _ _ �/ ' i ' / REFERENCE NUMBER ADDRESS i BISCUIT RUN TREE CLEARING C7NLY! PHASE 1A, ENTRANCE ------ MULCH ALL AREAS WITHIN j J AND PARKING PROJECT ----_- THE LIMITS OF"CLEAR1NG. '� � '� J! -" 1 '' -- I WPO - CLEARING SUBMISSION TYPE INE ' IN SOIL E DErLI�NEATI ON L / / -- - EP DDCHPMIN ULCH'&TEMPORARY ;i ;j ANHOLDASSOCIATES SDING,-SHALL BONSTALLE,C ON ALL / ; EAS WITHIN LIMITS OF CLEARING ? _- I 8311 Rockfish Gap Turnpike Greenwood, VA 22943 1 i i 434.882.3420 T PRE DEVELOPMENT I ` �'- �! 1 O anholdla.com I I �, DRAINAGE DIVIDE, TYPICAL. i 1 2 J \ 1 - • \ - ` r ' U \C \ LIMITS OF CLEARING 1 , : ' IW __ i ' .00 , ` r V A �4JECT'I� �' �� v I— ` I A - -tu L01".. O .C. - ' -�� --` �� � _- � LIMITS OF CLEARIZV � , � 4 '� '`, `, (L o.C) ' i • ���\ k' odE A \ � �.. .:: 5� `� X ENERQY BALANCE T LJMIT$ , ` �� -� STORMWATIER MANAGEMENT , ,' BASIN. SEE CIVIL. ---- -- '� TREE CLEARING ONLY! _ �'LP,c FRONrYA - _ _ OLD RT. 20 ROAD BED \ —' R�ETBq� / ; ' _` \ MULCH AREAS WITHIN K=75, �¢ `` !� i i ee E NDT IN `-' �� OF EXISTING WOODLA O REMA '`TH LIMITS OF Ct€AR4NG.- — _ ; '/ T$ OF CLEARING "------ EDGE- I I c LIMITS LIMITSI)F DELINEATED v' �/ w — (L,O.C)'`, INSTAL'DSAFETY F NCE IN ORDER TO-�TLANDS, Gt/ETLQN6S SHfCLL ' - �" — /' NOT BE'DIST11R1iED PRIOR TO , ROTECT iELiNFr0. Vt/ETLANDS. NO - - - - PR©d fi fTS = WOOD CHIP MZACH & TEMPORARY 498 P TREE CLEARING HALL BE ALLOWED L PER W __-____ X ROPERTYgO SEEDING SHALL BE INSTALLED ON'AuL , 8,.9 \ BEHIND THE SAFETY ITHOUT WRITTEN F Y. ARRASYVITHIN LIMITS OF CLEARING `. W -- PERM BY THEOWNER. W OWNER-OBTAIiJINGAL � MIT$-:� - r . ------ I EpOE OF EXISTING — X WOODLAND TO REMAIN. IVI I J — ' _ L.O.C. W W W L�� 8 TE 20 - . — -------- � - - _ - - _ `,\ S' � .' ,WOOD CHIP MULCH &'TEMPORAI'�Y II ill \\ •^ � ___-\ = -SEEDING SHALL BE INSTA D ON EDGE OF EXIT. PVMT. 1 _ I /' AREAS WITHIN LIMITS OF CLEARIN LL II EDGE OF EXISTING ~ - LA R -------- _ . STEEP SLOPES-PiRESERVED v - --------- -- --------- :OFE __ - - - --- ---' I LIMIT OF'Ct€ARI _�_ -- _111� `TR WOWD N� TO E{VIAIN ----- - ---- - ----- - - - - -- \r—� . N -- - _� _ pp / W --- — - A l A S IT L ,j D CHIP M �CH & TEM � W , —.� MULCH \ \ ---- .., � � � L. �---------=s ------- �'-_ --e.,� - -- _ _ - --- S WITHINU IMITS OFCED EARI ONLY! wo RARY , - �L FLEA W FiIN SEEP �DN"bLL �• — ------ -'� THE LIMITS OFLEAFd�IG:`. �R F EDGEOF STIr�G W \ ,\ %' `� ., `. �� �•� -�---------- ---- `--- -� � � • \\ WOODLAND REI�AFP1:' W _�SF QUTE2 \ - DPVMI•� —------------ I,-W _I WJ —_\\ ------ _______________________- _ - - W W W "-� X \\ `�� � -- PRE _ - - �_ `r- ''� NIP • _ _ _—_ --- _ - ------------- CT LIMITS W PVMT —---------- • -''� • '-' ----- ��- ___ '- - '------ EDGE OF EX C� � T EXIST. �f► -----__, S S-PRESERVED O LIMIT& OF CLEARING O E � - X-- --- ' \ ---- ITG - --' _--- -- -- �--- -- OJEC LIM - - -` PRESERVE -EXIST] GLAWN-IN THIS ARE X -- -- -- --___-_---- ADD MULCH D PERMANENT-F1=SCUE,, LA 7DING"A8 NECESSARY X I n E&S PLAN SOUTH EDGE OF EX¢'STING WOODLAND'TO REI I � ' I LIMITS OF CL IN \ 1 \ --------------- ` IMITS " D INE LMT$ OF CLEARING i 1�61 -(L.O.C) / TRtE CLEARING -ONLY!;' MULCH ALL AREAS WITHIN 'I �'; ••.�`�� THE LIMITS OF CLEARING, '1S INGOH \�D 1V1 T BQ NDIS O \ L7 \ WOOD CHIP MULCH, TEMPOFARY \ \ SEEDINGSHALL BE INSTALLED,'ON ALL I \ \ AREASr1NITHIN LIMITS OF CLEARING o \ — FRONT YARD \ \ �TB�= 75ININ EDGE OF EXISTING XIN I,WOODLANb TO REMAIN.,,, \ IN --- \ / - N. IN ` \ IN / PRE -DEVELOPMENT DRAINAGE DIVIE TY ICAL. V \ \ \ IIN IN $TIREMR(N. \ OLD RT. 20 ROADBED \ IN AS °s LIMITS OF CLEARING N. IN (L.O.C) -- IN\ - --- ------ - `- -- _ - \ \ BER'\\ ------ - - - - --- -- ---------- - - - INSTA) L SAF O ---------------- ----------------- PROTECT DELINEATED WETLANDS. Nq, Old T ITS- ----- TREE CLEARING SHALL BE ALLOWED RQPERT� BO BEHINDTHE SAFETY WITHOUT-JVRITTEN L —i X A Y ZHE OWNER. TYPICAL. ROB_ -_---_ ----------- T E - , --- - --- ------------------------------------------ - - -- - - - - - ------------- - \ --- - --- , -- . n E & S PLAN SOUTH N 110 0 15 30 60 LEGEND SEE EROSION CONTROL DTL. SHT. CC CONSTRUCTION C ENTRANCE OMULCHING SF SILT FENCE I P STORM DRAIN INLET PROTECTION TSTEMPORARY SEEDING CD CHECK DAM D D TEMPORARY DIVERSION DIKE CI ^ CULVERT INLET �•' PROTECTION SA SAFETY FENCE NOTES: 1. MULCH IS BEING USED AS THE PRIMARY ESC MEASURE AND ALL OTHER BMP'S SHOWN ON THIS PLAN WILL BE INSTALLED UPON DEMAND OF THE ENGINEERING INSPECTOR. 2. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF ADDITONAL ESC MEASURES NOT SHOWN IF DEEMED NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. 0 15 30 60 N 'I pNLTH OF O� 02/10/23 � DAVID T. ANHOLD 9 r" Lic. No. 00311 w scAp E ARG�1� DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: 1" = 30' SHEET NAME: E&S PLAN - PARTIAL SOUTH SHEET NUMBER: C-111 c:WsemWavid nhold assoomes dmpboxbmhold team bider\pmjectstbisWit mn\01_mMO2_sheets\c111_e&s phase 1- partial south.Jwg February 10, 2023 ©Anhold Associates 2023 Sheet 12 of 17 1992 3.35 Paved construction entrance for erosion contnd plans STONE 70' MIN. -SILT FENCE CULVERT INLET 1992 3.05 TABLE 3.35-A CONSTRUCTION ACCESS /-3" SM-2A ASPHALT TOP CONSTRUCTION OF A SILT FENCE ORGANIC MULCH MATERIALS AND APPLICATION RATES / COURSE EXISTING PROTECTION (WITH WIRE SUPPORT) 2% !/ 2% PAVEMENT -`. Vic..^L'-• :, :.; }!'.;; c•:.+,a>+•:;, ;:%':,i ,[. EN1DWALL 1. SET POSTS AND EXCAVATE A 4"Xe 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE RATES: OF POSTS. MULCHES' Per Acre Per 1000 s ft. NOTES: 6" MIN, 21A AGGREGATE BASE q - -_-- - PROFILE ------------- --'--- ""------------ ---- �- � � Straw or Hay 1; - 2 tons 70 - 90 lbs. Free from weeds and coarse TOE OF FILL - ' -1 - % i ( ALBEMARLE COUNTY Minimum 2 matter. Must be anchored. +1 - CULVERT I I / I / tons for Spread with mulch blower CLIENT STONE 70' MIN. - winter cover) or by hand. 401 MCI NTIRE ROAD CONSTRUCTION ASPHALT PAVED /-_t I AccEss WASHRACK - - -� / V I 1�1 IIII 1 I _ IIII Fiber Mulch Minimum 35 lbs. Do not use as mulch for CHARLOTTESVI LLE, VA 22901 I / � / / 1500 lbs. winter cover or during hot, ADDRESS dry periods.* Apply as EXISTING 2% 2% PAVEMENT slurry. BISCUIT R U N IIII 2%t z' MIN.* ----------------'--------- --- FLOW Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not PHASE 1A ENTRANCE L3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKRLL AND COMPACT THE use in fine turf areas. Apply *MUST EXTEND FULL WIDTH LGA POSITIVE DRAINAGE TOE of Flu TO SEDIMENT FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. with mulch blower DI b . OF INGRESS AND EGRESS TRAPPING DEVICE " AND PARKING PROJECT - an OPERATION SILT FENCE ' DISTANCE IS 6' MINIMUM IF FLOW Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- 5 TOWARD EMBANKMENT dried. PLAN dried. Treat with 12 lbs WPO - CLEARING SUBMISSION FLOW - nitrogen per ton. Do not 12' MIN. POSITIVE DRAINAGE * )k 11 �- IIII use in fine turf areas. Apply �� �` with mulch blower, chip TO SEDIMENT OPTIONAL STONE COMBINATION - - _ y pTurnpike 2% / / - handler orb hand. ANH LDA ATE TRAPPING DEVICE 1= FcowpS- SD^-70-cu=� �1 . • or yds. dried. Do not use in fine 8311 Rockfish Ga FILTER CLOTH ,.m ,,5• III - III Greenwood, VA 22943 Shredded turf areas. Apply with SECTION A -A I I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Bark mulch blower, chip handler, 434.882.3420 or by hand. anholdla.com A nlinfinual water tap of 1 itch must be installed with a ntillilniiiii 1 inch ballcock ;FILTER FABRICslnttoffaakTe supplytittg a wash hose with a clianteter of 1.5 ntcltes for adequate ROM h2 s' When fiber mulch is the only available mulch during periods when straw constant pressore- Wash water must be carried away front the enhance to an _ I� �� ' : WIRE should be used apply at a minimum rate of 2000 lbs. ac, or 45 lbs. 1000 s ft. approved settling area to remove secTunent. All sedauent shall be prevented from pp y q' entering stonn drams, ditches or watercourses. -I PAVED WASH RACK Source: Adapted from Installation of Straw and Fabric Filter woo �a. Yas� OR ws COARSE AGGREGATE CLASS I RP'RAP Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-1 " NO SCALE TO REPLACE SILT FENCE IN - HORSESHOE - WHEN Source: Va. DSWC WOOD CHIPS SHALL BE PRODUCED ON -SITE BY HIGH VELOCITY OF FLOW IS Ex PECTED TREE AND FOREST MULCHING EQUIPMENT. I NITROGEN APPLICATION IS NOT REQUIRED. ALB. CO. CONSTRUCTION ENTRANCE (CE) CULVERT INLET PROTECTION (CIP) r SILT FENCE WITH WII�E�4 SUPPORT L4 MULCHING (MU) NTS C-120 NITS C-120 NITS C-120 NTS r�r•�rr ° DETAIL 1 DETAIL 2 ,�B B DETAIL 3 B TE'MPORAR Y DIVERSION DIKE son MEN TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES q A A . ,NOTES: ; I M A Ar rai i w L U D I N G SPRING ATS, S��iiB9VANNU8,L NORTHa SOUTHb PLANT N I ` : = s v I O R E, OR A%,WVED EQUAL. SPECIES 3/1 5/1 8/15 2/15 5/1 9/1 CHARACTERISTICS Acre 1000 ft2 to to to to to to Compacted Soil 2 APPLY SEED AFTE THE SITE IS CL AIRED AN 4/30 8/15 11/1 4/30 9/1 11ns B B ,yr;' '.;..• >;.- HIP MULCH N LI L L ft pp FF spring varieties e. Noble). TS 3' u. -lo ppp ft'lbs. X UseI u TOD lbs. Z X q� 8 8• ( P P B Avena saliva not le than 50 lbs. less c-� )' 18" min. RYE 2 bu. u to 110 lbs. 2.5 lbs. X - X X - X Use for late fall seedin s, winter E- e7: ":`.r•J.'sd=: '�`•%';''�' °. d fr..:• IP 8 Seca a cereal el not less than 50 lbs.) cover. Tolerates cold and low Flow moisture.- GERMAN MILLET 50 lbs. approx. 1 lb. - X - - X - Warm -season annual. Dies at first GEDTERTLE - / JIJ1.JLlu11 II II II II Setaria italica frost. May be added to summer FABRIC m GEOTEXTILE _millimixes. FABRIC - GEOTEXTILE • u. - FABRIC ANNUAL RYEGRASS' 60lbs. I)h Its. X - X X - X May be added in [nixes. Will SECTION A -A SECTION A -A SECTION A -A Lolium multi-florum) mow out of most stands. 4.5 ' min. - WEEPING 15 lbs. 51h on. - X - - X - Warm -season perennial. May MIN. 3s LOVEGRASS bunch. Tolerates hot, dry slopes W a PERSPECTIVE VIEW Era rostis curvula and acid, infertile soils. May be 9MM NOTES: added to mixes. � 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS 70 GOVERN THE PROTECTION ,t t`-z i>'"^'y'•..•'.i ?`�,Fa ....3... KOREAN 25 lbs. approx. t'h X X - X X - Werra season annual legume. Q OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REOUIRINO CULVERT OUTLET PROTECTION WHERE NO ENDWALL :y:"{?:^- ;wrt. •"4`,-q', :!! ''!'F�1` LESPEDEZAc Tolerates acid soils. May ay be OR ENDSECTI)N IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE N ACCORDANCE ',`/s'4^?r ;tit=.i;- Yc,-.,' .<.• ,, (Lespeden stivulacea added to nixes. ,I; WITH DETAIL 2 SHOWN ABOVE. --?t,�y;,';��.I:.0., "�"+. ,.?•: ':.��.I: -Y. 6\Y`.'r''-''ual�v?a 3. OFABRIC TO BE INSTATED INAI, AO DER CLASS , I MATERIALS ACC •'"•' • a GEOTEXTILE ACCORDANCE WITH THE SPECIFICATIONS._ v?:.,,,e •+,r •7v 7.•Y 1 '+ram -' - .`iC$: sr8+nµ.:., `•i, . �.: :?}:: :ys"w� qc�A :�r:}j Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. ppgmC 4. 5 - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - WAFTER OF CIRCULAR CULVERT ISE VT OR R/HEIGHT FOR BOX.ELLPL OR ARCH. =5--" b Southern Piedmont and Coastal Plain. CULVERT. o g«+ iti.i i•v +""":k L;' e SECTION B-B -- "�,.rf''`' `>~v`.',.•, May be used as a cover crop with spring seeding. W USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE.BOTTOM WIDTH AND DEPTH d MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. May be used as a cover crop with fall seeding. vELcenr Tarried between these dates. " TYPE OF OUTLET PROTECTION MATERIAL MINIMUM ' T" X May - Q - - y be p (FOR DESIGN STORM) (INCHES) :• •'•`' - May n t be lamed between these dates. OUTLET PROTECTION M NUM1M LENDTH (U - _�".; �1 (• ' •�,r ' yQ p CLASS At GLA65A,DRY RIPRAP 8fps TEMPORARY DIVERSION DIKE (DD) TYPE A INSTALLATION SH '+:•:i �T}: -r n,;; • - - - CLASS I CLASS 3: DRY RPRAP 14 fps 24 C-12O NTS ".:` - - ,; r^`':.«. '•:`:'.r.• . ,;,'�'',,w;x yv`'�,�v, ""`„"". TYPE B INSTALLATION 5H ',tor i;s`. -`s . ��r;:. „4..>,• - �w•T"7�Sr/', .+. *o- • w'•r�i'b\'war'. .Sry CLASS I CLASS DRY RPRAP to fps 36 '• ' :.j 2y�,•�i •.r'r�Y:p'^< - - g s, ':.: TEMPORARY SEEDING TS II 5 6 OUTLET AND INLET PROTECTION (OP & IP) III A o 120 NTS C-120 NTS /-,ROCK C � / /�' C �{ /) /A /j /] iFEi �� 2110/ F ROCK ll CHECK 1� 1, DAM 1 r1 �••I FABRIC riENE ;Yt oat Post O� 02/10/23 FABRIC ,:h nH WWiTACH TO IiH Ik tv MAT. �,•'a � � �� 6' MAX. MAEUL TEW""wIIEs.J L4'U�maalna CROUD LIE /�Ltti'L{ �AWA1t'V'/1 eaAtima+u evc•x: romwc Q •1 •-+ 2 ACRES OR LESS OF DRAINAGE AREA: s MIN. `"AOR U DAVID T. ANHOLD 9 PERSPECTIVE VIEW PERSPECTIVE VIEW r! Lic.No. 00311 1 17 PLASTIC FENCE METAL FENCE `{ PE s" low SAFETY FENCE (SAF) 3' C-120 NTS FILTER CLOTH (OPTIONAL) �� DAVIDT.ANHOLD GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 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. (DOWNSTREAM VIEW) 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS REVISION: OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL VDOT # 1 REGULATIONS. NO. DESCRIPTION DATE 3. MULCH IS BEING USED AS THE PRIMARY ESC MEASURE AND ALL OTHER BMP'S SHOWN ON THE PLANS WILL IN INSTALLED UPON DEMAND OF THE COARSE AGGREGATE 01 REV WPO CLEARING 02.27.23 ENGINEERING INSPECTOR. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF ADDITIONAL ESC MEASURES NOT SHOWN ON THE PLANS IF DEEMED NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE SEDIMENT TRANSPORT DURING OR AFTER TREE -CLEARING. FLOW �'I 3' 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 CLEARING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.-lO ACRES OF DRAINAGE AREA: 8. 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. 9. 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. 10. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 11. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 6„ 12. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 13. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY 3' THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE FILTER CLOTH COUNTY EROSION CONTROL INSPECTOR. (OPTIONAL) 14. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR (DOWNSTREAM VIEW) KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 15. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO VDOT # 1 BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS COARSE AGGREGATE 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. SCALE: 16. TOTAL LIMITS OF SITE CLEARING AREA EQUALS 9.89 ACRES. FLOW ?,I AS SHOWN 3' SHEET NAME: E&S DETAILS \ CLASS I RIPRAP SHEET NUMBER: C-120 CHECK DAM (CD) DATE: C-120 NTS February 10, 2023 c:WsemWavid anhol° associates dmpboxanhold team tolderlpmjectsWiscuit mM01_caNO2_sheetsW120_eft details.dwg ©Anhold Associates 2023 Sheet 13 of 17 100 FN Stormwater Management Narrative: Water Quantity: Pre -Construction Site Conditions: There are six drainage divides located within the project area. Stormwater quantity was evaluated at each of these points of interest for pre -construction and post -construction conditions. Point of Interest 1: Drainage area 1 drains via overland flow to the point of interest. In the pre -construction condition the drainage area is wooded with a mix of deciduous and non -deciduous trees. Point of Interest 2: Drainage area 2 drains via overland flow to the point of interest prior to entering an 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 0.73 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 1.48 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 4.63 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 0.89 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. Point of Interest 5: The post -construction condition contains 0.82 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 1.28 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 9.9 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). I_�10III NV GI VI 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 0.46 Ib/yr of total phosporus nutrient loads. 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 `C��TH O�FP 'RIC W. WOOLLEY LTC. NO. 3708e 2-27-2023 WIONAL REVISION: NO. DESCRIPTION DATE 01 REVISED WPO CLEARING PLAN 02.27.23 SCALE: 11I = 1001 SHEET NAME: PRE -CONSTRUCTION DRAINAGE DIVIDES SHEET NUMBER: C-600 February 10, 2023 drewingl.dwg © Anhold Associates 2023 Sheet 14 of 17 100 FN 3 2 1 POINT OF INTEREST 3 POINT OF INTEREST 2 POINT OF INTEREST 1 Energy Balance Equation Summary Biscuit Run Park: 1-Year 24-Hour Design Storm: Qdeveloped = LF.' (Qpre-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 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 HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING PROPERTY LINE (TYP) POST -CONSTRUCTION DRAINAGE DIVIDES (TYP) HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING 4 3 LIMITS OF CLEARING (TYP) 2 1 0 200 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 HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING PROPERTY LINE (TYP) POST -CONSTRUCTION DRAINAGE DIVIDES (TYP) HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING 4 3 LIMITS OF CLEARING (TYP) 2 1 0 200 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 HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING PROPERTY LINE (TYP) POST -CONSTRUCTION DRAINAGE DIVIDES (TYP) HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING 4 3 LIMITS OF CLEARING (TYP) 2 1 0 200 HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING PROPERTY LINE (TYP) POST -CONSTRUCTION DRAINAGE DIVIDES (TYP) HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING 4 3 LIMITS OF CLEARING (TYP) 2 1 0 200 5 7.79 0.82 6 2.76 1.28 POST CONSTRUCTION MULCHING AREA KEY 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 IC��TH O�FP 'RIC W. WOOLLEY LTC. NO. 3708e 2-27-2023 WIONAL REVISION: NO. DESCRIPTION DATE 01 REVISED WPO CLEARING PLAN 02.27.23 SCALE: 1° = 100, SHEET NAME: POST -CONSTRUCTION DRAINAGE DIVIDES SITE ENERGY BALANCE SUMMARY 1-YR, 24-HR DESIGN STORM SHEET NUMBER: C-601 DATE: February 10, 2023 tlrewingl.Txg ©Anhold Associates 2023 Sheet 15 of 17 / i / •���//! i \./ / PROPERTY LIB I I I I I I I � � I I I I I I I I \ \ � 1 \ I � \ 1 \ \ I 1 ORMWAT�R QUANTITY CONTROL BASIN )LUME = 1,500 CF \ \ \ SECTION VIEW BELOW\ A RIPRAP LIMITS OF \STURBANCE \ \ \ � I \ I I \ iI LULL UV LXISIING KUAU \ \ � (SCOTTSVILLE ROAD -ROUTE �OJ\ 10 0 10 20 30 SCALE: 1" = 10' NOTE: CONTOUR INTERVAL = 2' SEE SHEET C-601 FOR ADDITIONAL L O \ \ \ LOCATION INFORMATION > \ \ STORMWATER QUANTITY CONTROL BASIN PLAN 111111Mi3 MATCH EXISTING GRADE 3IS/ OFS�OpF BOTTOM ELEV = 497 39.4' RIPRAP MINIMUM 6" DEPTH MATCH EXISTING SLOPE 77TOP��ELEVV = 498 -\ 3:1 sloe C WIDTH 7t- E P MArCN EXISiINc SCOPE 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 TH Opp, j-ERIC W. WOOLLEY A LIC. NO. 3708e-'� 0 2-27-2023 svW ��'S"ONAL ": G' REVISION: NO. DESCRIPTION DATE 01 REVISED WPO CLEARING PLAN 02.27.23 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: 44984 Total Rainfall = 43 inches Site Land Cover Summary A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 9.90 0.00 0.00 9.90 100 Impervious Cover (acres) 0.00 0.00 0.00 0.00 0.00 0 9.90 100 Site Tv and Land Cover Nutrient Loads Site Rv 0.20 Treatment Volume ft' 7,187 TP Load Qla/yr) 4.52 TN Load (Ila/yr) 32.31 Total TP Load Reduction Required (lb/yr) 0.46 Site Compliance Summary Total Runoff Volume Reduction(it') 0 Total TP Load Reduction Achieved (Ib/yr) 0.00 Total TN Load Reduction Achieved (lb/yr) 0.00 Remaining Post Development TP Load 4.52 (Ib/yr) Remaining TP Load Reduction (Ib/yr) 0.46 Required Summary Print Virginia Runoff Reduction Method Worksheet -_____-__-__-__-_____-__-_____-__-_.-__-__-_.___-__-_.-__-__-__ Runoff Volume and CN Calculations DrainageAreas RV&CN Drainage AreaA DrainageAreaB DrainageAreaC DrainageAresD Drainage AresE CN 0 0 0 0 0 RR W 0 0 0 0 0 1-year return period RVwo RR Iw¢inl 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 2-year return period RVwo RR Iwrinl 0.00 0.00 0.00 1 0.00 0.00 RVw RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 10-year return period RVwo RR lwo-inl 0.00 0.00 0.00 0.00 0.00 RV w FIR (w. in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 Sum Mary Print VRRM SPREADSHEET SUMMARY N.T.S. Virginia Runoff Reduction Method Worksheet Drainage Area Summary DA. A D.A. B D.A. C D.A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Impervious Cover (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Total Area (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Area Compliance Summary DA. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced Qlahr) 0.00 0.00 0.00 0.00 0.00 0.00 TN Load Reduced (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Summary Print SWM SITE SUMMARY: PROPOSED LIMITS OF CLEARING (AC) 9.9 PROPOSED IMPERVIOUS SURFACE (AC) 0 VRRM SWM QUALITY SUMMARY: REQUIRED QUALITY LOAD CALCULATION (LB/YR) 0.46 OFFSET CREDITS TO BE PURCHASED (LB/YR) 3.0 RESERVED CREDITS FOR FUTURE BUILD -OUT (LB/YR) 2.54 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 2-27-2023 svW ��'S"ONAL ": G REVISION: NO. DESCRIPTION DATE 01 REVISED WPO CLEARING PLAN 02.27.23 SCALE: AS NOTED SHEET NAME: SWM PLAN WATER QUALITY SHEET NUMBER: C-630 DATE: February 10, 2023 draArgl.dwg © Anhold Associates 2023 Sheet 17 of 17