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WPO202300009 Plan - VSMP 2023-02-27
BISCUIT 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 APPROVED by the Albemarle County Community Development Department Date 03/02/2023 File WP0202300009 SHEET LIST TABLE M J C> U N C o a� 3: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 TOTAL SHEETS 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 ± 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 MCI NTIRE 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 OF jam, O 02/10/23 DAVIDT. ANHOLD a le Lic. No. 00311 G b DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: N/A SHEET NAME: 141111136174MIlot Ni1:11111 SHEET NUMBER: G -001 February 10, 2023 Ousemlemilylaahold associates dropboz'anhold team folderprojects%iscrit mn101_ca=2_sheets`g001_cover - 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-1 1: Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. ES-12: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. ES-13: When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. ES-14: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. ES-15: The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. ES-16: Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. ES-17: Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. ES-18: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. ES-19: Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. ALBEMARLE COUNTY CLIENT 401 MCI NTIRE 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 OF v\ G 'RRIC�W. WOOLLEY LTC. NO. 3708✓j; 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.@xg © Anhold Associates 2023 Sheet 2 of 17 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS _ _ -- — --- --------_---' ---------------- BISCUIT— ___ RUN \ INN, ', , I ,/, '/ ''/ '----------------- _-,' ---- I - ----- II r' I I' I„ , / IN- / PHASE 1 ENTRANCE / _- AND PARKING PROJECT NI , „ - , , ap / s , \ ---- - \\ _ - _ _ ♦\ _ _ \`♦ seq _ _ _ \ - - � WPO CLEARING SUBMISSION _ _ IN _ _ - ` / --- _ --------- ANH LD ASSOCIATES b - - / _ ' - - - - -- - - - - - , " ' / - - 8311 Rockfish a Turnpike - ' - - - 1 - _ - - -Greenwood, VA 2294 I r - - __ __ - - — --- --- -- , _ _ _ / /' _ _ _ I I , _ _ _ _ _ ', _ �, _ _ _ _ _ 434.882.3420 - ' -- - --_ - -- - - - - - - - nholdl com —sto-- _ ' ♦ .tom ' '' _ I - I ' I t 1 I � r I t , I , , I , __ _ _,_ ___\ / I I / / / -________ ____ _ � _ , _ _ _______ I / t ' / ' , r , , t I /---------------- __ ; t , t I , , , , , i i t , , I I , , I / I 7 / I I 1 / _cep „ , t I ' t ' , , t I , I , _ - - - ' I I , ,_ _, � ,� I I , r I I t I ' t � I , I I , t _- I ' I ' - , , I I I I I I I � '" ' I I I r I I I _ I I _ -"' , I I ♦ ♦ I I I ♦ ♦ ' I _____ I i I I \ _ \ 1 1 \ ` _- � __ \ _ r ' � I I TMP 09000 00�0�-00, 0 - ------- _ -_-- - — \ _ _ 1 \Mlvl NVNEALT fR I IA' _ CO O ki G I 1 \ \ _ �V I `♦DE T F N RV TI N RE EATI N - I . � �D 5E O & - 1 - D I, \ I , I I II I I , I ` _ y I \ - l \ _\ I 1 - _ PRE REVEL_ -PME \'F - _ 1 I - _ _ - RAI -D�VIU - - _-- _ NAGS \ I - \ -- I / I I \ \ ♦ ♦ ♦ , I , \ - I _ kb - / - 1 I \ / / FII 1 '1 - - - _ _ __ I 1 I - I \ _ 1 J \ 1 ' 1 _ / I / 1 I \ y _ I _ I \ I _ 1 TI I' dl ' I I EAR LAN - , R7J�`. 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No. 003 I I - - 1` I _ / '1 \ \1 p 1` 1 � I `♦ _ 1 � 'PRE-D�VEL' PMENT_ ___ c � \ - R - E I� \ I DRAINA DIVIDES\ \� -- �----- ��' '�'' - - I--------�- , I, I I . --------- CIA- - \_ 1 1 EXI T1N N`ITI N SOUTH ____ /'I IC S G�O � O S ♦SOU - I - _ v`--- \ i'I NAM b - - - �`I�IVIVY;' ', 1 - - �, ` G111,E &S P TIAi SOhSH \ i t' ♦ I I --_ '` - `♦ \ ` `, ', ', \ I 'I I' \ \ `\ - -- "- --_ I --- --- --_ _-` DAVIDT.ANHOLD ---- _ - ' VA LICENSED LANDSCAPE ARCHITECT I - - _ LIC N0.00311 , _ Ir - - I _ A- _ _ _ _ ♦ ♦ \ - - \ -- 1 REVISION: ------------ I _ . ♦ ♦ ♦ ♦ ♦ ♦ _ . _ _ - NO. DESCRIPTION DATE IMI` \P,R\ E fi - - - S OF OJ C - - - fi - 01 REV WPO CLEARING 02.27.23 \ - _ _ \ ---- TYPICAL- _ -_ _ " ` t ♦ t I _ ♦ I ` , I I I I , I : , _ it _ --- IEARI♦ G''T'T _ -- _ , , �+ Q I , 'EARED • R ' - ----------------- - - _ - --- _ I' c _ i q I / 1 I - C,LEARI - I I \CIS iN�'il�bba�,U[a GE. _ _ I __ _ _ ♦ I n I' , , I I ' ' I , I ` ♦ ♦ I ♦ ♦ ♦ _ 1 ' , _ I \ _ 111 1 _ \ 1 - \ - C \ - _ E - \ - S I'I R ♦Y - N 9♦- _ �w. I .I I ' II I ` t I ; I , I _ - - _-_'---- \ I IN ♦ ---" e � _ , -_•, .- t(NE� \ � ✓ j 1 I ------ -------------AV�N,Sf. / t , , / _ _ I -— �----=-c,= - - --- I � , I I 'K/ b�,o - - - - - ------ - ' — -- --------- - -- \O -- - - - - -- ____ - - -- _ LIMITS OF PROJECT � ` - ------��_-_ ��`-- - � - `' ^? f � II _ TYPICAL. SCALE , " , ` - -- - - - i -- - / -- -- -- - - - - - I, r' \ II 1 l __=-==_-__-- ___ -- __- \- - - - - 1 80 _ _ - ------ - --- ---_ — _ c—-------- _ -- -- ---- — — ' SHEET NAME: c1usms\emilyXanhold associates dropboxlanhold team folder\projects\biscuit mm01_cad102_sheets\g0o4_site mniect& key plan.dwg ------ SITE CONTEXT & KEY LIMITS OF SITE PLAN CLEARING LIMITS OF PROJECT, SHEET NUMBER: N TYPICAL. 0 40 80 160 G -004 DATE: February 10, 2023 © 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 TABL E LINE BEARING DISTANCE LI S 41 °30'30' W 124,78' L2 N 60°02'44' W 1,57' 13 S 43°49'40' W 120.00' L 4 S 12 °38 22' W 78.0T L5 S 55°5726' E 1,91, L 6 S 34 °02'34' W 147.09' L7 S 83°5715' W 776' 18 S 41°1417' W 54,66' L9 S 03°10'16' W 24.91' L IO S 34 °02'34' W 114, 96' Lll S 46°0611' W 198,51, L12 N 60°4435' W 209,43' L13 N 06°0415' E 736' L 14 S 16 °33'09' E 32,28' L15 S 52°03'56' W 146,67' L16 N 87°4923' W 126,81' L17 N 27°2537' E 149, 98' L18 N 27°2334' 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' L 26 N 53 °2512' E 267 30' L27 N 55°3031' E 206,89' 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°1951' E 69.64' 133 N 46°0311' E 8732' L 34 I N 30 °42 24' W 30, 00' LINE BEARING DISTANCE L 35 N 59 °2734' 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 37736' 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' L 48 N 64 °06 27' 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' 152 N 58°47'40' E 111,53' L 53 N 57°2957' E 24,88' L 54 S 02 °2541' E 55,72' L 55 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, L61 N 0024'50' E 182,62' 162 N 33°3820' W 9577' L63 N 84°55'18' W 106,32' L64 N 73°4017' W 195,42' L65 S 83°01'43' E 155,97' L66 N 822817' E 292,26' L 67 N 81 °5849' E 42. 05' CUR VC TABL E CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 35,67' 542,96' 71,24' 71,19' S 37°4457' W C2 39, 97' 87 30' 74, 96' 72,68' S 16 °5433' W C3 48,97' 461,86' 9758' 9740' S 40°13'55' W C4 209,88' 5769,58' 419,58' 419,48' S 44°0326' W C5 171,06' 994,93' 338,81' 33717' S 32°l3'06' 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' 4995,05, 21741' 1 217,39' N 26°56'05' E CIO 208,01, 929,12, 409,27' 40597' N 40°48'03' E C11 8779' 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' 255,86' 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' 103,85' 103,76' N 30°2658' E C17 9787' 525..00' 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' 326,22' N 50°3615' E C20 129,28' 62500' 254,97' 25321' N 45°4844' E C21 99,05' 500,00' 195,57' 194,32' N 17°5356' E C22 9702, 985..00, 193,41' 193,10' N 79°17'47' W C23 123,45' 2985,00' 246,76' 246,69' N 71°18'12' W C24 104,01' 121500' 20751' 207.26' N 73°4941' W C25 51,08' 58500' 101,90, 101,77' S 78°0219' E C26 74,43' 585, 00' 148,05' 14766' N 89°437' E C27 98,33' 415,00' 191.37' S 84°11'53E9 C28 29,26' 400,00' 5842' 58,37' N 20°3446' E 53,32' 900,00' 106,52' 106,46' 12C29 4' E BOUNDARY EXHIBITLIWEST S-123 Ste/ I I� I a l "FOREA T LODGE DRIVE-" 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 - WOODEN UTILITY POLE SCALE 1200' 0 1200' 1 INCH = 1200 FEET 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 SUPERVISION OF A PORTION OF THE LAND CONVEYED TO THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF CONSERVATION AND RECREATION BY THE FOLLOWING TWO ACQUISITIDNS, 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, 2016 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 officeCmarshandlegge.com S-1 22 i i i l C-) "OAK HILL DRI f 24 S�l /. / I I SISCrl 7 ITUN 1189. 4 77 A Clz�ES I I I I I I� i i i i i i i i i i i i 1 S-1 21 BOUNDARY EXHIBIT NORTH S-124 VA SEC R TE 742 "A VOIV 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 rl�LulI TAX PARCELS 90-5. 90-6C1, 90-6D, 90-15A 90-17D, 90A-lA, 90A-lB, 90A-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 ALTH 6; 02/1��� C) DAVID T. ANHOLD a i�' Lic. No. 00311 �`r 4 P E XWCY' 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:WsemXemily%nhold associates dropboxWnhold team folderpmjeclsWscuit mM01_wd= sheetsls-120 smey.dwg © Anho Id Associates 2023 Sheet 04 of 17 I MARK H. HAEFELE THE PROPERTY LINE FOLLOWS o� AND HILARY BART-SMITH THE MEANDERS OF THE '��p DB 2242 PG 242 CENTERLINE OF 'BISCUIT RUN' PLAT - DB 1336 PG 51 FROM POINT H" TO 'POINT /" o `ro "MILL CREEK' POINT /N THE vJ �r� PHASE 2 - SECTION 7 CENTERLINE OF -� "LOT 146" "BISCUIT RUN" IRS FRAME �g236sJ 9007-1-A3 MILL CREEK PHASE TWO P.U.D. 'F SHED HOME OWNERS ASSOCIATION, INC. C22 6_J LIRF S. 6 IRF PLA �B DB 11163 PPG G 522 IRF THE PROPERTY 60`90g "HILL CREEK" LINE FOLLOWS THE F PHASE 2 - SECTION 6 MEANDERS OF THE 06.6, "OPEN SPACE" VN CENTERLINE OF "BISCUIT RUN" '96' IRF FROM 'POINT H" POINT N HE "BISCUIT RUN O POIN l I I89.877 A ORES / 'BISCUIT RUN"" s 2 Off. <•9�p� lRF CMF / 9007-1-A1 MILL CREEK PHASE TWO P. UD. • _ �g2g8s J / HOMEOWNERS ASSOCIATION, SPOCIAT ON, INC N. W PLAT - D8 1110 PG 424 aNj 'VILL CREEK' N , 90-6D PHASE 2 - SECTION 5 o N o REF DB 498 PG 214 S IRF "OPEN SPACE" lRF ,22'9B`3" �BOQ / "POINT I" 9BJ / `J IRF POINT IN THE IRF AT 6334' CENTERLINE OF � 'BISCUIT RUN" 5 6016, IRS lRF 351 5 / IRS N 3883031. 19 EE 11475629.36 J \ 90T 2A S q �3 L60 IRF \ LPF lkl ple \�`9.T q`�s \ q OCOG 90q \ 90-60 DB 498 PG 214 tiry S79�1F \�2y� 22Fy1 \ q T5 � IRF IRF <9TB g� B�0O \ N,3881927138 �`LAOq \ \ oB xc �S \ E JJ480074.63 `Lry�O. \ �igcb,`%P q Fti y S q yy<is 0Tj.29 9 l oB 8 COT l4- 9N ss.. oe �qC N9op<,� l' s9 'y q0 FyS I/ 2>. �T C!.n. N 3233'37" E N 52'16'49" E 191.97' 61.21' IRF N 3750'05" W / 182.55' S6 26p354S2?„F i � ` • $ �T oTA<J )1 fah J ha Cb POINT IN THE CENTERLINE \ '$/SCU/T RUN"" \ 90-15A REF - DB 535 PG 329 "WELL LOT NO. 5" 90-60 REF - DB 498 PG 214 N 00 4548" W �152.45' E: 11475818, 01 UNNAMED \ UNN AyjFO S7/?FA� i IRF IN i BASE OF 10` BLACK GUM LARGE LPF "8/5CUI T RUN " I I89.877 A CRES 90-6D REF - DB 498 PG 214 L7-L9 FOLLOW THE CENTERLINE OF THE OLD ROAD BED OF THE "CHARLOTTESVILLE-SCOTTSVILLE ROAD" DS 288 PG 331 - HWPB I PG 40 REF. - DB 77 PG 293 VDH VDH \ VDH 90-6D / REF ti DB 498 PG 214 4.6,�gS00,. S 39 5041 " W 50.00' LARGE IFF VDH CMF AT 68.74' DH/ IRF ABANDONED 0NE0 R�20TWO-SFORY'��i� / �OP� OQ �Q QG G b5�9 \ FRAME DWELLING ih$ PgO�DiP Rai V FRAME � 5 k��0 / / / SS�� ti .j4 9 7y SHED / / / 0 �Q� G hh� 6 90-17D 0 0 ti 1 PLAT - DS 1132 / / / 0 1� u III PG 734 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 I PLAT - DB 243 PG 544 II BASE OF WOODEN I POST N•387905228 E- 11479466. 62 IRF AT 1208.90'- VA SEC RTE 742 ';4 VON STREET EXT. " VARIABLE WIDTH RIGHT OF WAY DD 427 PG 525 HWPB IV PG 144 /U'/ i IRS IRS VDH 01 ,0 �A1,0 L2 Lc// /0 OPOOF QQGGGy9 VDHT IRF IRS/ IRS LS VDHT lRF ,P0 �� ��Q QG L7 �6 / OOOeti101 0� LBi11RS IRS / / / IRS / / L9 IRS/ CUR VE TABL E CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 35.67' 542,96' 71,24' 71.19' S 37°4457' W C2 39, 97' 8730' 74, 96' 72, 68' S 16 °5433' W C3 48.97' 461,86' 97.58' 9740' S 40°13'55' W C4 209 88' 5769, 58' 419,58' 419, 48' S 44 °03 26' W C5 171,06' 994,93' 33881, 33717' S 32°13'06' W L INE TABL E LINE BEARING DISTANCE LI S 41 °30'30' W 124,78' LP N 60°0244' W 1.51, L3 S 43°49'40' W 12000, L 4 S 12°38 22' W 78,07' L5 S 55°5726' E 1.91, L 6 S 34 °02'34' W 147 09' L7 S 83°5715' W 7. 76' L8 S 41 °1417' W 54,66' L 9 S 03°10'16' W 24, 91' LIO S 34 °02'34' W 114, 96' Ll1 S 46°06'11' W 198,51' LIP N 60°4435' W 20943' L13 N 06°04'15' E 736' L60 S 29°0224- W 900, L EGEND IRE - IRON ROD FOUND IRS - IRON ROD SET IPE - IRON PIPE FOUND RRS - RAILROAD SPIKE DH - DRILL HOLE CMF - CONCRETE MONUMENT FOUND - FENCE - STONE WALL /—N—,/ - STREAM OR BRANCH - OVERHEAD UTILITY LINES 0 - WOODEN UTILITY POLE 0 100 200 400 ►,lINaNFa.UMEK019P►110 CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION Fll_ik'_I_.4111MV1%141 /M *' 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com �O� 02/1® �- DAVID T. ANHOLD Y Lic. No. 00311 �� s�APE AR��l� DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: 111 = 2001 SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL EAST SHEET NUMBER: S-121 c:Wsemtemily%nhold associates dmpboxt mhold team folderpmjeclsWscuit mM01_wd= sheetsls-121 survey-detail.My © Anhold Associates 2023 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. - DB 704 PG 9 604 �5 oE 59 5S, 0 'POINT D IRF AT 2315' POINT IN THE CENTERLINE OF CONCRETE THE BRANCH /SPRING BOX . d 2 . G � o 9s ems. s- 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 PG 436 REF. DB 104 PG 9 CUR VE TABL E CURVE TANGENT RADIUS 1 ARC LENGTH CHORD LENGTH CHORD BEARING C4 1 209,88' 5769,58' 419,58' 1 419,48' 1 S 44°0326' W CS 1 171,06' 1 994,93' 1 338.81' 1 337..17' 1 S 32°13'06- W L INE TABL E L11 1 S 46'0611' W 198.51' L12 N 60'4435' W B09.43' L 13 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 0 - WOODEN UTILITY POLE c1usmstemilyXanhold associates dmphoxVmholtl team fddeApmjectsthiscuit nm\01_cad= sheeWs-122 survey-detail.d g 660b .`101N„• IRF 0 6� s »zs4j„ 50k 2�6 y8, E' IRF /1 Ro o°O � W so-scl REF DB 4658 PG 211 / 0 / N:3878429.30 / E, 11472735.51 ?GE SET STONE FOUND ABANDONED TWO-STORY FRAME DWELLING "BISCUI T 1 I89.877 POINT IN THE CENTERLINE OF ■ THE BRANCH . • SUN, 7- gI50Ul� 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' 106.27' "POINT B " POINT AT THE INTERSECTION OF THE BRANCH \AND BISCUIT RUN z N r� 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 _;�y I�TiF THE PROPERTY LINE FOLLOWS \ THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM 'POINT E" TO "POINT F'� RUN A CRES POINT IN THE EN OF THE BRANCH V 2 m' 2 2 0 j a .�\�\ "POINT F" ���� POINT AT THE . INTERSECTION OF THE STREAM AND "BISCUIT RUN" 90-6D REF - DB 498 PG 214 90-6D REF - DB 498 PG 214 90-6D REF DB 498 PG 214 LARGE IPF 90-6D REF - DB 498 PG 214 LARGE IPF IRF IN BASE OF 10" BLACK GUM 90-16A 90-16A1 FORREST R. MARSHALL, R. AND DONNA D. MARSHALL DB 5483 PG 475 OB 2385 PG 693 DB 775 PG 375 PLAT - DB 186 PG 71 /LA LARGEIPF \ \ LARGE IPF 90-1486 \ EW/N J.MICK/CKIEW/CZ, ✓EANNE P. MICKIEWICZ, D AND ✓EIVNIFER R. KOVALESK/ DB 1461 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 NLTH OF DAVID T. ANHOLD 9 C Lic. No. 00311 �LoE AR. DAVI D T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 o ktir rn 5 y m 90->4A z THE ✓✓P TIMBER TRUST DB 427H PG 268 PLAT - DB 286 PG 576 N 885650" W 13741' (TOTAL) "POINT A 11 LARGE IPF POINT IN THE CENTERLINE OF THE BRANCH L A RGE IPF IRS AT 11741' N 6736'05'" W 155..39' N: 3874734. 71 E, 11414729.71 z X MARK ON SET STONE FOUND 0 $ \1 SCALE: - h� � 1t - 200' i \ N SHEET NAME: k�kgo SITE BOUNDARY EXHIBIT - PARTIAL SOUTH 38" YELLOW POPLAR \ 0 100 200 400 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 INE TA EL E LINE BEARING DISTANCE L14 S 16°33'09' E 32,28, L 15 S 52 °03'56' W 146, 67' L16 N 87°4923' W 126.81' L17 N 27°2537' E 149, 98' L18 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 28°2620' E 150,04' L24 N 28°2626' E 149,91' L25 N 28°10'54' E 15.96' L 26 N 53 °25'12' E 26730' 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' L 31 N 58 °2756' E 48.79' L32 N 80°1951' E 69,64' L 33 N 46 °0311' E 87 32' L34 N 30°4224' W 30,00, L35 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' L 41 S 17°4918' W 270, 93' L 42 S 64 °23'05' E 377 36' L 43 N 44 °35'58' E 573,78' L44 N 12°4910' E 145.06' L45 N 10°2529' W 139,51' L61 N 00°24'50' E 182,62' L 62 N 33 °38 20' W 95,77' L 63 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°2817' E 292.26' L67 N 81°5849' 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' 217.41' 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 °2T52' 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' 255,86' 255,15, N 46°14'57' E C15 79,34' 358,10' 156,16' 154,93' N 46°58'00' E C16 5201' 739,28' 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 123,45' 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°0219' E C26 74,43' 585,00' 148,05' 147.66' N 89°4317' E C27 98, 33' 415.00' 193,11, 191, 37' S 84 °ll'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 LEGEND IRF - IRON ROD FOUND 0 �( IRS - IRON ROD SET 06��0 E��7 IPF - IRON PIPE FOUND �� RG p5 / RRS - RAILROAD SPIKE 5EG �OJ 0 /// DH - DRILL HOLE P ��G \Q \ // CMF - CONCRETE MONUMENT FOUND J GR //�ti - FENCE 0\RE`/\/G - STONE WALL - STREAM OR BRANCH 'SG/ // - OVERHEAD UTILITY LINES / S7 - WOODEN UTILITY POLE 1 �/ 90-5 REF - DB 237 PG 266 REF - DB 115 PG 293 \ POINT IN THE CENTERLINE OF THE STREAM C25 IRI IPF A T 623 22' \\\ \\ \ti Aq19 `90 E 6Rs\ �\90-5 'MF�// REF - OB 237 PG 266 \ 4 � � �\ T REF - OB 115 PG 293 6 O 9N0 GAT `90 17,70 9Npy<lio o <pTh IRF \ "BISCJl T RUN " 00 G Q R8��f'is. 111 R A 6 �.. I� FcFeo \ "cQFS 1189. H77 ACRES <p IRF N \ \B O j F If, IRF /�� N: 388327715 \ \ 8B Oo/qN�l. csr \ �,� �Q- E 11473314. 49 IRF N 7j25 '75" \ \ IRF N 6¢ �!!q 'Lls OB '9tipFBFl, `90\ !�T IRF C26 THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM 'POINT ✓" TO "POINT K" \ s o F 6B ,�.. 0 .. IRF \ \V AA'NS 90-6D l � ,�0 CO lRF AT 25.23' \ REF - DB 498 h \ srSs co 'Q PG 214 SO Iy \ AT 175.27' S. OB `S ESN AFT<<q�� \ \ / ,6• IRF R0.9 •• 0, IRF S 7 F <o 01j IRF 041 17," 60, /G p1SSTC0 9 i i07 F F AT 65353" �G /�r-q 'SF\T TOTA/ l 90-6C ✓ENNIFER SUE MINOR TRUST DB 3091 PG 438 DB 1940 PG 186 PLAT - DB 754 PG 58 / c:Ws mXemily%nhold assodates dmpbox%nhold team folderpmjecls\biscuit mn\01_wd= sheetMs-123sury y- etail.l g \\ \ l 'tea' -/rcr L14 20" DRAINAGE EASEMENT 71 / / G6 DB 707 PG 149 RRc RR 20' DRAINAGE EASEMENT / DB 707 PG 149 / RRS -IRS -t 16 .__. \ -RRS- \ o_ p \\1 . N \ v N O A Imm Z3y A I A W I m c. 1 �o w w 1�Nm IRF AT 90-6C 454.64' ✓ENNIFER SUE MINOR TRUST DB 3091 PG 438 REF. DB 4658 PG 211 \, J ,E 56°61h �PGI 0 IRF 6k S 7j2647 5Gk• F 276 g8' IRF 1 "POINT E" POINT IN THE CENTERLINE OF THE STREAM S\ 90-6C ✓ENNIFER SUE MINOR TRUST DS 3091 PG 438 PLAT - DB 3091 PG 444 F g7g 76 - �nF ti \90-6A VIRGIN/A POLO, INC. �s \ DB 4547 PG 29 \ THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM 1 FRnAA "Pn/A/T F" T/� "P17/A/T F" J l / 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 POINT IN THE CENTERLINE OF "BISCUIT RUN" C 22 �� �9 8- r NO 0 N: 38B3031. 19 I \ "POINT H" \ POINT /N THE \ CENTERL/NE OF 'BISCUIT RUN' S 8346'75" E' S3595' TOTAL \ IRF AT 502.22' \ REF - DB 498 PG 214 790-6D ALBEMARLE COUNTY / CLIENT \ / 401 MCINTIRE ROAD O� CHARLOTTESVILLE, VA 22901 ADDRESS \ BISCUIT RUN THE PROPERTY LINE FOLLOWS \ TERNEODERSSCT"RCENLEF "BISCUIT � PHASE 1A, ENTRANCE FROM 'POINT H" TO "POINT /" POINT /N THE AND PARKING PROJECT CENTERLINE OF 'BISCUIT RUN' WPO - CLEARING SUBMISSION AN HOLD 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 "POINTI" CENTERLINE OF "BISCUIT RUN" IFF AT 63. J V Co "POINT l" POINT IN THE CENTERLINE OF "BISCUIT RUN" 90-6D REF - OB 498 PG 214 IRF N 33'37" N 52"1649 E 32 191.9751.21' IRF N 3750'05" W / 182.55' lRF N 00 45'48" W ' 6g'4S 2 152.45' 2s 2 �TOTa, IRF REF - DB 535 PG 329 "WELL LOT NO. 5" 0 100 200 400 ©Anhold As fates 2023 �o 02110123 DAVIDT. ANHOLD Y 9 Lic. No. 00311 �� `k�4PE ARC�,1 DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 SCALE: 1tl = 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, 409,27' 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' 391,18' N 46°0228' E C13 99,54' 4953,96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994.16' 255,86' 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' 103,85' 1 103,76' N 30°26'58' E C17 9787' 525. 00' 19351' 19242' 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' 326,22' N 50°3615' E C20 129,28' 625,00' 254,97' 253,21' N 45°4844' E C23 123,45' 2985,00' 246,76' 246,69' N 71°18'12' W C24 104,01' 1215. 00' 207.51' ?07,?6' 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°43'17- E C27 98.33' 41500' 19311' 191.3T S 84°ll'S3" E C28 29,26' 400,00' 58,42' 58,37' N 20°3446' E C29 5332 900,00' 1 106,52' 1 106,46' N ?12224- E L INE TABL E LINE BEARING DISTANCE L 26 N 53 °25'12' E 267.30' L27 N 55°3031' E 206.89' L 28 N 36 °34 26' E 146, 85' L29 N 38°5234' E 78.15' L 30 S 33 °2728' E 25, 00' L 31 N 58 °2756' E 48,79' L32 N 80°19'51' E 69,64' L 33 N 46 °0311' E 87 32' L 34 N 30 °42 24' W 30, 00' L35 N 59°2734' 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' L41 S 17°4918' W 270,93' L 42 S 64 °23'O5' 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' L 48 N 64 °06 27' W 100, 00, L 49 S 25°5333' W 50, 97' L 50 N 30 °4018' W 98,23' L 51 N 37°II 25' W 25,12' L52 N 58'47'40' E IIL53' L 53 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°41'58' E 159,15, L 58 N 26 °1751' E 56, 50' L 59 S 26 °07'40- W 90, 65' L64 N 73°4017' 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 II 1 0 y>P{ (TOTAL) 1j , 0� OGPpF IRF A T �R\QG 75 00� �o �0100�e N10 LJ4 �O (TOTAL) L 30 / /RF A 7 2(25 4(,. 14' IN T Z IRF TOTAL) / �•y R \1500' POINT IN THE / CENTERLINE OF , IRF \ ( �4' THE STREAM 90A1-1E SOUTHWOOD CHARLOTTESVILLE, LLC. OB 477J PG J28 LEGEND IRF - IRON ROD FOUND \ "OAK "OAK HILL" 9SECTION 2 - BLOCK C SECTION 2 -BLOCK D IRS - IRON ROD SET WELLMAN A. HASH PLAT - DB 362 PG 22 PLAT - DB 362 PG 22 IPF - IRON PIPE FOUND AND ✓OYCE W. NASH RRS - RAILROAD SPIKE \ OB J63 PG J27 9OA-C-5 90A-D-5 DH - DRILL HOLE \ PLAT - OR 362 PG 22 ARLEN E POWELL CHERRIE R. WAXMAN CMF - CONCRETE MONUMENT FOUND 'LOT 1" "OAK HILL" DB 65J PG 458 DB 1655 PG 585 FENCE / SECTION 2 - BLOCK F PLAT - DB 517 PC 407 'LOT 5" - STONE WALL L53 IRF / j PLAT DB 362 PG 22 "LOT 5" STREAM OR BRANCH / / 90A-O-4 - OVERHEAD UTILITY IRF / / 90A-D-6 "OAK HILL" MATTHEW C. AT LEE / L54 DARED C BARBER PHASE 3 AND SRITTNEY A. AT LEE - WOODEN UTILITY POLE G�,O/// RF AND ✓ULIE BARBER PLAT - DB 2932 PG 70 DB 4619 PG 513 DB 4685 PG 22 "LOT 4" `fl PLAT - DB 362 PG 22 90A-1-13 a // u• `� "LOT 6" S7EPHEN A. MCELFRESH 90A-D-3 IRF // �' AND STEPHANIE BLANCH KAROL YN ANN KINANE DB 3304 PG 672 / AND PETER N. "LOT 13" OR 5288 PG 7J838 ��C� IRF 9OA-1-Al LOT 3" / , 5� 9OA-D-5 OAK HILL PROPERTY OWNERS / P / A SSOCIA TION, INC. _ 90A-2 ,� // �����c•,� ���0 �a� '"LOT 5" DB J515 PG 490 VAN E GRIFFITH THE COVENANT SCHOOL �� / { G 5 �� AND ERIKA F. LOPEZ DB 1755 PG 173 "5 / d, Q 1c,P P�' P / 90A-1-12 DB 5368 PG 272 PLAT DB 1755 PG 175-176 ///�1�hQk / 90A-D-4 AND LAUREN C. PENNIMAN 'LOT 2" "LOT 4" DB 4914PC522 PLAT DS J270 PG 371-372 90A-D-1A G,F� "LOT 12" ✓OSEPH P. FINNAN AIMEE L.FINNAN Qi 90A-D-3 / ��0 ti DB 4004 PG 13 PLA "LOT 3" / T CID 405 PG 433 A LOT IA". 9OA-D-1B LEAHY AN90A-D-2 / 0�P ✓ORDAN S. D LINDSEY A. LEAHY IRF "LOT 2' /J�"/ Q DB 5025 PG 626 20' U77LITY / /0�/ PLAT DB 405 PG 433 EASEMENT 9oq. /��/ AHBLOCK CILL "LOT 1H" SECTION 2 DB 4048 PG 731 7oT� �q /�// PLAT DB 362 PG 22 METAL `90 q /Q� / '9�p\ �� "OAK HILL" IRF / �� 7-POST IS, PHASE 3 PLAT DS 2932 PG 70 IRS \,o \ 20" SANITARY G/ i /� ?g J 1L55 'LOT 5 IRS SEWER EASEMENT / / < 9OA-1-13 \ 1 = o \ DB 2984 PG 683 IRF / / ll s 7s_> LOT 13" /P 2 SANI EME T // j 90A-1-12 SDBE2 3A631 PG 462 \ /CULIRDEI SAC IRF 2,y0FRAMEo °j�Is,PIRS S, "LOT 12" INGRESS/EGRESS \ �� S IRF / /j / PLAT DB 2 \ /// 1 \GARAGE �Q�92 F 2 `5LY, EASEMENT8j6>- F DB 469 PG 43IRF 6 \ \ �� -� IRF L // / � _ _ _ _ L58 \I \ C)/ L51 20, WATER L/NE�� / O \ 9] 2 "POINT K" \ IRF f m _ PSE�ENt � DER k60 462 %414 4 PR 66 P63 IPF AT / 14.28' S' sue, SQ F s� 6 pLP// �g93F SIN POINT AT THE \\� POINT IN THE CENTERLINE OF THE STEAM AT 15.00' \\ 0vj7 ti9 SIGHT EASEMENT DB 265J PG 586 POINT IN 7HE �- // CENTERLINE OF THE STREAM �u? PO/Al 7 /N THE CENTERLINE OF THE STREAM THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE ,� Q' �•(/ CENTERLINE OF THE STREAM �06S�O50�E//� FROM POINT ✓" TO POINT K" 50GG'(��0 / N: 3884796.24 / �P y�1 \Q / / 90-5 E, 11474595.69 1, GR /Nti REF - DB 237 PG 266 0v �05/ // G REF - DB 115 PG 293 Q / / IRF IRF C27 '� IRF 4 65 /RF IRF L66 IRF C26 i i� /i � 30- c� III I /'VGp^97iE�i Ousem\emilylanhold associates dmpboz\anhole team folderprojects%iscit=Wl_cafttIsheems-124 surveydetail.dg INTERSECTION OF THE STREAMS �G 99B/SCU/ T RUN " l I89.877 % CRES POINT H" POINT IN THE CENTERLINE OF "BISCUIT RUN" IRF A T 502.22 POINT IN THE CENTERLINE OF 'BISCUIT RUN" THE PROPERTY / LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF "R/QCl//T Rl/N" PERMANENT ACCESS t °$ / EASEMENT DB 2631 PG 475 PLAT- DB 2637 60 51' PG 462 / IRF A T 73 32' IRF WELL FRAME = SHED N 6T99(T 3°4'g IRF i� /90A1-1 l REF - DB 664 / PG 447 / / GJ\ 90A1-1 REF - OB 664 PG 447 II\/ 90A-3 REF ti DB 505 PG 557 \ 90-\REF OB 49898 PG 214 THE PROPERTY LINE FOLLOWS \ THE MEANDERS OF THE CENTERLINE OF "BISCUIT RUN" FROM 'POINT H" TO 'POINT l" i EASEMENT i DB 456 PG 639-640 .15°U T RUNT �- 90A-15 PLAT N DB 456 PG 640 "WELL LOT NO. 4" "BISCUIT RUN" l I89.877 A CRES 9OA-3 REF - DB 505 PG 557 9OA-3 REF- DS 505 PG 557 IN PINE STUMP 3� RF i / \ PERMEASEMEN TCESS WE LLHOUSE�O /\ DB 2631 PG 475 PLA PGDB 2631 (19,77) IRF E E,1188793273 462 \ 90A-1A \ \ REF3T P2 368 WELL y01 � A 0, N 9OC-A5 MILL CREEK P. U. D. 0h HOME OWNERS ASSOCIATION, INC. 5 DB 1152 PG 56J PLAT - DS 1042 PG 411 'MILL CREEK" PHASE 1 - SECTION 4 "OPEN SPACE" �l ak \ 90-38 THE PIEDMONT ENVIRONMENTAL COUNCIL TALL IRF DB 4819 PG 408 PLAT - DB 664 PG 461 90-37 ✓AMES MICHAEL HERNOON DB 4385 PG 392 PLAT - DB 188 PG 54J ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN PHASE 1A, ENTRANCE AND PARKING PROJECT WPO - CLEARING SUBMISSION ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com tp 0Z!PLTH OF 2/10/23 71 U DAVID T. ANHOLD a Lic. No. 00311 G DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 E- 11477657 78 90C1-1-A5 MILL CREEK PHASE TWO P.U.D. HOME OWNERS ASSOCIATION, INC DB 1732 PG 178 PLAT - DB 1336 PG 51 Q "MILL CREEK" o• PHASE 2 - SECTION 7 "OPEN SPACE' IRF 90C1-1-146 MARK H HAEFELE 0o AND HILARY HART -SMITH DB 2242 PG 242 PLAT - DB 1336 PG 51 'MILL CREEK' r PHASE 2 - SEC RON 7 "LOT 146" SCALE: 11l = 2001 J N _ SHEET NAME: SITE BOUNDARY EXHIBIT - IRS PARTIAL NORTH Fg23 0 100 200 400 FRAME ss� 90c1-1-A3 SHEET NUMBER: SHED MILL CREEK PHASE TWO P.U.D. HOME OWNERS ASSOCIATION, INC. S IRF DB 601 S- 1 2 4 e6o9o¢ PLAT ' DE 16C 522 VILL CREEK" F PHASE 2 - SECTION 6 DATE: ?o "OPEN SPACE" 66� iT�Tq ��B?96j February 10, 2023 O Anhold Associates 2023 Sheet 08 of 17 III,/-I-1—.��I=.o-- _"I " --1"�-- -__-" ""�--%'__�_ _-l4/-�-1__,u,___',�---/_-,I_�_� '--��_�____-_', -- 1,t- I _ _-"----,,"_,I-_"LI, --1--"_I_-,� -I-__,",�-"-,�-"-,_1PI_-� HATCHING KEY - '" - - I - , Y l /-_-,'��--/I�,� -� --1I,ilIl- , -�-"--I -" -�_1"-- _��-I��1"-,_,I-V,-/__",-l ,�"� -\-/�_-I "�I_�,\ -_11--,tl , ,-�,,--��, ��--" _�-� __-�"I--.� ",-�*�"-,"l ---\- _'"",-,I_� 1II,, -/, , _,,-_-,',, _, I --I I "�, II ""I,--� _"_Q --1�"�"Z -,_ -�/1-,_"--�"-� , IC",_ --I/ �,I\ _,� I�-I --._'\-` , -/I,II-\�-,"�""<-I I"I-,,,-/_-''�," ,-I" '--Il�I" �,-/,�,,,-, �� � �-,II/",-�,I ,- �," ," ,Il/ , �,"" ,�l -,�"1, "_ ,, I" - l—�, I II /," "%," "-�,�,"/� ,I I1--��,,`1,"'P"� , ,-,1-�',/I -I1I" I -I 1,, ,-,"" ,I ��-',IN� -"_II� I,, I-"",1 _`-V�",\,_I I/_kI ,-'_` _, �I ",-I,_ ,�I - ,I,",._ " -_-" 11�_" /_I �_-,1-'V /11',_,I-_�__1 ,-'I 1I"�_, I_I_1 ,_,,"1/I"-1�I,_II_I,1--_I�__ " I, -"III� I�_,I1-1"-_I_/I—I"�-,, -I,-" ,1 _�",I-- _ _I"I-/I_,-"'.I_ ,�/,I", "-, 1 I_ 11, � � l �' "j I1��-;-� i., o'�I �'; _; L . -. I ;1- '';� 1I-I �I�Ih, I,I, = - I , 1II�1�,I,�-\ I/I-'/ II1 ,I :: IIt I �_II I - I I NII / I_-_lI,_II I.--_� I"vl_ ,-z0 1-, _�--1- \1�,-1I -� I�I I- \ fI -1I --_��I1III� 1�I, , 11N�\ i -1 I-!1I -1-I I1�,1 1--\,-�I1, I I1l-I-I 1 \ 1, - -\��-� 1I'�11!--I ��ll -\: "11I \, 1I \1-1'jI II�\/ -% 1-1—liI1— ,4I I/_ \I I� iIII I IE-I-Z, -'I -- " -- II-- \- --l1-IA_I---,1 \--�'-_I,_--, _I\%--1-I, 1---"�-I_--I __D-'1L--�,--11__-_,I-I --_-N- E�-I_-,' TREE CLEARING NOTES: \ - 1) EXISTING WOODLANDS AND FORESTED AREAS VARY I I \ I -'6 WITHIN THE LIMITS OF CLEARING. MUCH OF THE FOREST II 1 1 \ l o__ AREA CONSISTS OF PIONEER TREE SPECIES GROWING IN A STEEP SLOPES -PRESERVED I \\ %I", _ C -[--�_-- DENSE THICKET. THERE ARE GROVES OF LARGER TREES. i I \ THERE ARE MOWED TRAIL AND UTILITY EASEMENT AREAS. - /`' -__ CONTRACTOR TO VERIFY EXACT VEGETATIVE CONDITIONS STEEP SLOPES - MANAGED --- _ PRIOR TO BEGINNING WORK. I _ I ---- \ \ \ \`, % --- 2) EXISTING TREE AND FOREST VEGETATION CLEARING TREE CLEARING LIMITSWITHIN \\ / _ WORK SHALL BE PERFORMED WITH SAWS AND FOREST _-'' -PARK PROPERTY I MULCHING EQUIPMENT ONLY IN ORDER TO MINIMIZE SOIL 1 ,-` DISTURBANCE. TRUNKS SHALL BE CUT ABOVE GROUND TREE CLEARI NG LI M ITS WITH I N f LEVEL AND ALL VE ETATI N HALL BE HIPPED R --550 ' \ -- G O S C O _ - ALBEMARLECOUNTY I - I I VDOT R.O.W. PROPERTY �I,- GROUND AND THEN SPREAD ON SITE AS MULCH AS THE ,-"'" PRIMARY EROSION AND SEDIMENT CONTROL MEASURE. i 11 \`\ -'_670 CLIENT W w W w W DELINEATED WETLAND AREAS -"-" — 3) NO STUMP GRINDING BELOW GRADE, STUMP GRUBBING, I 401 MCI NTI RE ROAD OR MASS GRADING WORK IS PERMITTED. THE CONTRACTOR / i \ \` I---i - -_ CHARLOTTESVILLE, VA 22901 SHALL OPERATE HIS EQUIPMENT IN A MANNER THAT / \`. / -- ADDRESS 11 / \ 1 \ \\ %�' MINIMIZES SITE DISTURBANCE. \ \ \ / __ \\ _ \ 4) NO TREE CLEARING WORK SHALL BE PERFORMED - -� / \ ' \ %, / BISCUIT R U N OUTSIDE THE LIMITS OF CLEARING (L.O.C.). i I I i `\ \ ` / / - IO /' / , -- / ---+ I _ 5) THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR I II ' / / A, �'��.,, � '! ,f,, PHASE 1 ENTRANCE OBTAINING ALL NECESSARY FEDERAL, STATE, AND COUNTY _- ' ;' // �,.'' PROJECt LIMITS ,tom \\�� \\\ PERMITS PRIOR TO BEGINNING ANY WORK ON SITE. ��� %�=/ / +� \ \ / AND PARKING PROJECT 6) OWNER SHALL BE RESPONSIBLE FOR FLAGGING THE / � _ /` ----____ EXACT LIMITS OF TREE AND FOREST CLEARING IN THE ; // ��i� L.4� / /// -soo WPO-CLEARING SUBMISSION FIELD. THE LIMITS OF CLEARING ARE BASED ON A SURVEY- ---- ------T I% `� ,/--_ / ---- LIMITS OF CLEARING; PREPARED IN FEB. 2020. THE LIMITS OF EXISTING --" I T \, \ EXISTING -DRAINAGE -DIVIDE, TYPICAL. - __ (L.O.C:)IYPICAL -- ' WOODLAND MAY BE SLIGHTLY DIFFERENT THAN WHAT IS r /� I \, \ LL '---- _ -- SEECIVIL PLANS FOR FU EXTENTS' SHOWN ON THE PLANS. THERE MAY BE NEW SMALL OR ; ___ --- ANHOLD ASSOCIATES AI�QAREA SUMMARY. PRdJECT LIMITS SPECIMEN TREES THAT ARE NOT SHOWN ON THE SURVEY. -_"-- _---- / \ �/ — T ___ THE OWNER AND CONTRACTOR SHALL CAREFULLY INSPECT _ G•/� " / I ; I `\ / \\\ 8311 Rockfish Ga Turn ike THE AREA OF CLEARING SHOWN IN ORDER TO DETERMINE 0e� / `\ \ / - EXACT FIELD CONDITIONS. IT IS THE OWNERS AND - .' I I \ \ \ / - - p p Greenwood, VA 22943 LIMITS OF CLEARING, -- --- \ CONTRACTORS RESPONSIBILITY TO FIELD IDENTIFY AND ''- , ' 40' [[ --------____ ,-'" _- 5 / `. / --J -_ L.O.C. CLEAR/CUT ALL TREES AND FOREST AREAS, WITHIN THE / (L.b C.) TYPICAL', - - — - — _ 434.882.3420 LIMITS OF CLEARING, THAT MIGHT IMPACT THE - �" - `.\ \\ 1, I anholdla.com / \ LONG-EARED BAT ENVIRONMENTAL REGULATIONS. _ ' ,_ 7) DUE TO ENVIRONMENTAL REGULATIONS ASSOCIATED ,' 7 ,,! -"" I \ WITH PROTECTING ENDANGERED NORTHERN LONG-EARED i / \` \ ' BATS, NO TREE REMOVAL /CLEARING IS PERMITTED ; / i / /-------------------590--__ / BETWEEN APRIL 1ST AND NOVEMBER 14TH. P i I I \ %`\ _ / ` / __ , O , --/ ` ------ - /% / I j I ` \ X h - i I I \ i GRAYED AREA DENOTES LIMITS OF \\ --____ _ - "1-, , // ,' - ---- 1 - \'" "" \ YREE CL ARING ON EXISTING / / -------- PARK P�20PERTY, TYPICAL:. V v,/ \`v v --- - ---- - -_- "� /' IP� ' v \` - ' PICAL - - ! \\ \\ /------ EDGE OF EXISTING - -- \ FORESTED AREA, TY �'' I T EE CLEARING ONLY! \ / — \ / - / \ -' WETLANDS BUF�ER. �JO GEARING OR N ' ,- js' DISTURBANCE IS PERMITTED WITHIN MU HALL AREAS WITHIN "' I _ I --_5g EDGE OF -EXISTING y moo. THIS AREA PRIER To OWNER OBTAININ� , � 0 -FORESTED AREA, TYPICAL ,-' / � I — — �.C. — � � / - - - - ' ALL PERMITS. PICAL "t - THE LIMITS OF CLEARING -- - --- 1 '_ - - - / / I � \ i ,----- -- - ------------------ _ - -- ; / \ \ - \ 1 i TREE CL N NO '1 , l-%\/--\ �. ,II %," :�I: 1\k, 0 ,- II 1-�1,_% III II"-I,NI- -I " . I"I 11� - - ---- `', " � A EAFZI G QNEEXISTIITS DRAINIP;GE DIVIDE�TYPICALNSEE-CIVIL ' / 1 - NON WOODLAND AREAS CONSIST OF MOWED TRAILS, -- - `\ --- ``--` QR PARK PROPERTY TYPICAL. O �I �PLANS FOR FULL EXTENTS AND AREA --_ -"N 1 I I"1 _6\1_ ' \ PIEDMONT PRAIRIE VEGETATION UNDER -STORY SHRUBS _- \\ \ --- --- l SUMMARY_._ - , \ — _ - ' I ANb SMALL PIONEER SPECIES TREES. CONTRACTOR AND / - --" __ `\ / o ---- _ _ D - ------ __ ----- ------ _ _ - - \ - _ _ _ { \ OW'N R' SHAL VERIFY EXACT FIELD CONDITIONS AN `\ / t '" ---' ' '1\ j CLEAR ALL TREES THAT MAY WPACT BAT HABITAT — -"--------' -- 570 - -- - g w t �/ \, I R ULATIONS,'TYPICAL. \\ S�9 �` r \ / \\ / z r ,--- �/ - y --/ TREE CLEARING ONT_Y. �/ I- - - MULCH ALt AR€AS WITHIN /,,, , 1 \, / _ - -- _ / EXISTING DELINEATED / -- T T$ OF CLEARING / \ -- \\ / WETLANDS SHALL NOT r / BE DISTURBED i / I `\ \ n - w / . i' _ ___ ______ __ / _______ -------------- w - / f - (MITS OF\6L ING, - i w �� I \ I I / II EAR \ \ I it - .' /- ------ _ w , I --- - -- L.O C.) TY - I` - -------- , ' APPROXIMATELY 35 WETLANDS BUFFER., ___ - - , , 5 - - ` - w - w' w ERMITTED WITHIN T R PICAL % \ - - --- ---- ` \ / N L N R DI TIJ�SRBAN I P HI A EA. TY I I i % \ —--------- w d ' ----- . f I ' ,,` w - - --------- ---- - . l - ---'' / W 0 " I / 10 E , I % / / W I w / 1 INSTALL SAFETY FENCE (SAF) AS SHOWN. ----- SEE STEE PES1E€ ---- I I I �` STEEP SLOPES PRESERV d-Tl'PICAL., -- _ --- i __--NO CLEARING WORK SHA TA .' / (�" LL KE PLA,C v V/ 1 BEHIND THE F�NCE WITWOUT/WR TTEN ` I E / I Y i� % / ! w V-' I w I PERMISSION Or THE OWNER:, _ _ __ w W ; ' ----- ------ - I LTH ---- 1 / / " v-�-'w \ I I `\ "<O ,' - --- `\ --- 55p-- �/ -------------------- " I\ O� 02/10/23 / I', / , I / w \ / GRAY D AREA DENOTES LIMITS OF / / _ \- / \ ------ - ---_-- _ _ ,- - \ ,- ' i % / ------------ DAVID T. ANHOLD 9 w w REE CLEARING ON EXI N , --- "- _-' / I I' I w I \\\ PARK PROPERTY, TYP GQL.G `\ `\ ---_--'----- __--_-- ------------------------- `\ LieNo 00311 , h ---- I/ --------------- ------- 94d , , V ,a- I w / — ' w \ \----------- .' FONT5E -� _ SCA RC� w " \\ � I\ TBAC►f, 7g 1 ,' ` CONTRACTOR SHALLNOT,DAMAOE OR RDVERSI;LY `\ A w '\ I \ �,,- AFFECT ANY EXI TIN ` i \ / - --- { - C S G UTILITY PODS, UTILITIES, -------- I OR ANY BUILT INFRASTRUCTURE WIfiHIN THE `\\ w HATCH AREA'DENOTES LIMITS\OF DELINEATED WETLANDS. / `. TREE CLEARTf�fG ONLY! '' PROJECTLIMITS- ' w i NO CLEARING 15 ALLOWED PRIOR TO THE OWNER `, , I I / ,'' /^ `\ DAVIDT.ANHOLD "--' L w ,\ /' ` pBTAINIAiGALL REQUIRED WETLAND PERMITS PRIOR TO / / MULCH ALL AREAS WITHIN - 4 \L' /% I \ `\ �� `---_` ` _ VA LICENSED LANDSCAPE ARCHITECT 5 MA CH 23 T ING - u N .00 11 w 3 O \5` / '1 / I,\ �'\ HE LIMITS OF CLEAR " V ��''�- i� _ I \ 1 SETOACK 75' _ \ / '/ - W f - - -f UTURECL€ARING LIMIT 02 WETL�ND i \ FRONTYAR f I �0\\AGE OF EXISTING \ ____ -- REVISION: AR7 A BASED ON PR SD;DOMINI N I '\ I \\ \ 1 / `GRAYED AREA DENOTES LIMITS OF -_ RESTED AREA, TYPICAL "" '"' I I -�- � LLi USE EXISTIN � \\ LI CONTRACTOR SHA G GAT " , , / 1') NO. DESCRIPTION DATE UTILITY EASEMENT L NG R` A20. NOI / 'I EXISTINGTREf AND VEGETATION �1' / AND WETLAND CLEARi "G HALL ' CCUR WST OF MOWED UTILITY POL CORR9DOR FOR IN TIAL SITE{ _ — \\ CLEARING ON EXISTING PARK N - 'I INIITS 01 REV WPOCLEARING 02.27.23 ACCEySS A D EQUIPMENT MbBILIZATION' SEE _ Ii �JE THIS LINE. O S LL fAIN ALL ll I TREE CLEARING ONLYI / �' --__ PROPERTY, TYPICAL. � - - - ,' \ ) 02 REV WPO CLEARING 03.02.23 PERMITS P R TOW Y C ING 10F ' I 11 6 SHEETC-110, IE&S PLAN FOR EXACT / �� __-_ / W ON ENTRANCEILOCATION. \ --- %r - w MULCH ALL' REAS`1 VIT�I N �� \ coN c ,,; I , / = �, --- - w � I ' THELIMITS' F LEAKING. - �/ R \ - V ST U TI , �/�) ` , `MSP o I. I - F ; w ' _ � I Y w w * - w� — — -- 0,'' II L. .G / \ I F2323 ' I , I w � Tw w — , I ; / I i /`` - ---- -_ - -- �� -- \ ' \ - __ ----- TgZ4---------- ----'" PROP �' RN / � E LINE � ', ' — — w I AVON REET ' w w ; `_ - w - '' w ; "' : i ;I / / ! I _ ------ - __ / �- 'I 1 -- --- -� %I i' `_ w - \ _ - ----------------- - - - - - �- T y , i —T / / II �' w - , ,HATCH,AREA DENOTES/LIMITS OF DELINEATED WETLANDS. � -_ -- ------ � _ -_- F2323 i - - ---------- 530 ----- / --- -- w - w w , I NO CLEARING IS ALLO TO THE O �_ \ S I " - / ' \ `,.\ --_ _ - --- - -- --- � _ - - TEEP SLOPES - PRESERV€B TYPICAL. ` TA49 t� / ED PERMIT P RMITS ARE 1 __ wTEE-P=sLQPEs-KEY __ F2323 ' EE CI EARTItiIG ONLY \ �'r l "` `/ OBTAINED PRIOR TO MARCH 31, 2023 THE CONTRACTOR-- _- ^� �, - y v w SHAI L CL f2 ALL TRE) S BETWEEN SECONDARY CLEARING - _ H'iALt AREAS �JVITHIN ° �\ 1 �\ F`. I wO w w LIMITS AND FAT. 20 PAVEMENT NO�FARING SHALLI$E13 - I i ` PERFORMED AFTER MAROH 31ST -- '' T ,LTTUII'I S_t� CLEARING.?_ _ >! I I n � ✓ I 2 _ LIMITS OF CLEARING; - _ - __ O ' i n C W w ---- _ w w i w OM I \ � - - _ _ _ - _ _ - _ v} -- `(L.O.C.) TYPICAL - C� I I I '` �� , w \ _ _ - _-- EDGE OF EXISTNG-GRAVEL ( I I" - __ - I - - - - SHOULDER w - - -- - - _--- _ _ -- \ \\ I STUN, __. `y __ \ l ~ - - __ -- -- - ----- _ _-__ _ \------------ __ W ___ - T �a.C. i EDGE OF EXIS 'ING ROAD PAVEMENT HATCHED AREA DENOTES LIMITS OF TREE I I t\G f ' " ' r I I CLEARING WITHIN THE EXISTING VDO,T ROW, EXISTING DRAINAGE DIVIDE, TYPI AL. oe STEEP SLOPES -MANAGED, TYPICAL. E2SEE CIVIL PLANS FOR FULL EXTENTS ' Z 1 I F\gER C — — — — — — — — — — — — TYPICAL — — — — / — — — — — — — — —i AND AREA SUMMARY. I I SCALE: /% o N ( SEE STEEP SLOPES KEY. I 1 = 30 LIMITS EARING, \ \ ` i ` '/ (L. TYPICAL \\\ / / ---- ------ - - '— — — — — — — J I I SHEET NAME: J --- —} - - ---- -- - ---- ----- - ��' / - - - ----------��____ ---- - - --- --- __ '------ ---- _ _ -- _ --- - -- - ------- ------- - \ ---- - - _ _ -- - "` -_ - -- ----- ---- ----------------- _ ------ ------ ------------ - -- -- ---- _ -- - -- F- --- - ---- _ - - _ - - _ --- - — _ - - - _ --- - �- ------ / - _ _- __ - - - - - - _ — — —/ ' - - - - --- --- - - - - - -- ----- ------ - - - - ---------------- - - - - - - - - - - ------------- - - ------- - - - - __ - - --- ---------- _ - - --------- - -- - - - ------------ - -- - - ----- ------ - --- ---- ' -- --------------------- _------------- ---- ---------- ---- ---------- -------- --- --- ----------------- - - - - _ _ --' --- -- _ -- — 20 _ -- ----------- -------- ----- _ ------ -- T _______ ____________ X _--________________ _ ______________ - ----- _________ __ 10------- — ---- DATE: February 10, 2023 c:WsemWavitlMnholtl assooates ImpboAanhold team bideiiprojecLvWiswit mn\01_wtlW2_sheetsW100_exam & demo.dwg ©Anhold Associates 2023 Sheet 09 of 17 — - , , 0 r PR JECT MIT$ LIT o\ \\ / , f-7 INN Ill, INN, IN, 1, INN, , , , , ---- IN IN, , , EDGE OF EXISTING / LIMITS OF CLEARIN / INN IN% INN - - -_ - G, FORESTED AREA, TYPICAL TYPICAL,', , , , (L\O.C.) TYPICAL ``\ - ININN IN IN LA IN IN - 1 - / �•INN ALBEMARLE COUNTY CLIENT NN IN JE SHOWN. 401 MCI ROAD PLACEITTEN , -- i / /� f ♦, , / CHARLOTTESVILLE, VA 22901 / ADDRESS BISCUIT RUN TREE-CLEAFNG ONLY? / EXISTING DRAINAGE DIVIDE, Ty PICAL. -- ,, MULCH ALL -AREAS WITHIN ' i / - SEE"CIVIL PLANS FOR FULL EX ENTS i I `� - ' ;' i ;'-- ,-AND AREA SUMMARY. \\ A, , �'�` PHASE 1 ENTRANCE THE',LIMITS OF C'LEARING. ( / AND PARKING PROJECT ; ;' ;' ;' ;' / I WPO- CLEARINGSUBMISSION ••; GREYED AREA DENOTES LIMITS OF ;' ,'' ,% i / / , I II \ - ' %EXISTING TREE Aj�7D VEGETATION;' ' , CLEARING ON,EXISTING PARK,,"/ PROPERYY, TYPICAL. ANHOLD ASSOCIATES _-- 8311 Rockfish Gap Turnpike / Greenwood,A 22943 •, I / '' if j• - -I IN. I '• L.O y ', 434.882.3420 C----------------- - �! I ; ' anholdla.com IN ♦ ` --- IN IN I IN IN EN•, \ STEEP SLOPES - ,'' i ^ i \\\ FUTURE CLEARIN LIMITS FOR WETLAND -------- IN PRE Ef2b€D,_TYPICAL SSE" --- I / 1\ { AREA,BASED ON13 OPOSED DOMINION ----------- INN P S KEY �!� \ UTILITY EA8EMEN NO WETLAND CLEARING ` E E STEEP SLOP \ \ ���CT f I I / /� '� '�\` SHALL OCCUR WE T OF THIS LINE. OWNER \ LIMITS OF CLEARING, --- \ SHALL OBTAIN ALLPERMITS PRIOR TO ANY -, - LIMI OF EXISTING \� \ `�_ (L. .C.) TYPICAL -- -------------------5t0', ` 1 \ R - -_,-- O PICAL �� `♦ CLEARING WORK. ATIOCLEARING ON \ �► / \ O�ECT LIMIT 'ROPERTY, TYPICAL. p0 \ S g IN - CONTRACTOR SHALL NOT DAMAGE OR ADVERSELY ---- - --- ------ \ [ ©,C.RON�yq� \ \ AFFECT ANY EXISTING UTfEITY POLES, UTILITIES; ----_-_-_ ` �— .• �ETBq K_ / �, ;OR ANY BUILT INFRASTRUCTURE WITHIN THE 75' _!— �,JE\CT LIMITS. PRO CONTRACTOR SHALL NOT DAMAGE OR ADVERSELY HATCH AREA DENOTES LIMITS OF EXISTING WETLANDS NO CLEARING IS_ " AFFECT ANY EXISTING UTILITY POLES, UTILITIES; �— ,' \ �, I _ ALLOWED PRIOR`TO THE OWNER OBTAINING ALL REQUIRED'PERMITS. IF -- OR ANY -BUILT INFRASTRUCTURE WITHIN THE �� �'" ,' PERMITS ARE OBTAWED PRIOR TO -MARCH 1, 2023 TFfE CONTRACTOR PROJECT LIM ''"'` -- ` r ________________ - /� xm SHALL CLEAR ALL TREES AND FOREST VEG TATION WITHIN THE-AkEA °J THE AS -,DI RECTED IN WRITING BY THE OWNER. 0 CLEARING SHALL BE `Ts X E CLEARING ONLY! ITs• , , PERFORMED AFTER MATCH 31ST. - -- - ---- -- ,s ,._ GREY DENOTES ISTI � , \ - ED ENOTE LIMITS OF Ek hIG \ � ` I MU ALL AREAS WITHIN MULCH A RE TREE AND VEGETATION CLEARING ON \ � THELIMITSOFCLEARING.,'EXISTING'PARKPROPERTY, TYPICAL:, =—-�— L.O.C. HATCH IED AREA�EN6TES-LI�pITS OF ISTI¢1G -- VEGETATION CLEARING IN�#E� _ _ t t d -� I ,' I EXISTING VDOTR 1 --- STEEP SLOPES - PR)ESERVED, TYPICAL. LIMITS OF CLEARING` T - SEE STEEP SLOPES KEY. i APPROXIMATELY TLANDS (L.D O CLEARING OR URBANCE IS _ _ _ A Y � WE BUFF R': I � - _ ----- -- _ EDGE OP EXISTING � I "'ST _ "-,,PERMITTED AREA TYPICAL - _ _ ----- �.,. ---- — ROADF,�t/EkFENT� --PERM THIS ICAL �\IN - _ � `. =r \ �GA INSTALL SAFETY FENCE SAF) AS SHOWN. X —R _ NO CCE RING WORK SH LL TAKE PLAC D0) O E - N E-- O. ri \ - `26- ` I .fi AM \ X �`__--- \ \ I BEHIND THEFERCE WIT OUT WRITTE C i 4g�,-_ 7� �J x -------_---____ \/ ---- �`� HATCHED AREA�EN6TES�MIO�LSTINC� 'PROC— —`� __ - ® - - / yr D VEGETATION CLEAR IF�E M TS —� EXISTING TYPICAL _ --- - \ - - _—`--- �___7r - --- — — — — — - ---- -- LIMI - ING, O \ .O L:T'IRICA i - ` IN._ L — �_ e<ISSQ--- -- - -- --- -- '' HATCHED AREADTES NRF EXISTING • - TREE AND -VEGETATION CLEARING WITHII4'TFi� _ -ROIE--- E)TTING VDOT ROW; TYPICAL. -_ ---- x - EXISTING CONDITIONS & CLEARING PLAN SOUTH GREYED AREA DENf� �T EXISTING TREE AND CLEARING OWEXII / TREE CLE MLILCH'ALL inn ------------ --------------------- --------------------- LIMITS OF iETATIQN 3 PARK , AL. RING QNkY! REAS WWH IN \ IN \ TEEP SLOPES RESERV€D,D0 TEEP SLOPES H 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, 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 (L.O.C.) 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 CLEARING, 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 aIll 11961to]a 116�uI_1 V T4111W7 TREE CLEARING LIMITS WITHIN PARK PROPERTY TREECLEARING LIMITSWITHIN VDOT R.O.W. PROPERTY DELINEATED WETLAND AREAS 0 15 30 60 N ALTH OF ? 7 V� 02/10/23 DAVID T. ANHOLD 9 9 Lie. No. 00311 U w P E ARCY DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 REV WPO CLEARING 02.27.23 02 REVWPOCLEARING 03.02.23 SCALE: 1" = 30' SHEET NAME: EXISTING CONDITIONS & CLEARING PLAN SOUTH �-------------------___==°°------ EXISTING CONDITIONS & CLEARING PLAN SOUTH c:Wsem\davidVmhold assooates dmpbox\anhold team bide,\pmjects%iswit mn\01_wd= sheetsM01_exam & demo.dwg V" 4 ti� �` 7rFJCl T 0 15 30 60 N SHEET NUMBER: C-101 February 10, 2023 ©Anhold Associates 2023 Sheet 10 of 17 -- LEGEND - / , ----- , , II I \ . ` -------- --- _ �\ '\ ''I `\ '`,, HATCH KEY �``__ SEE EROSION CONTROL DTL. SHT. --_ STEEP SLOPES PRESERVED ' I \ C E CONSTRUCTION - O ENTRANCE I STEEP SLOPES -MANAGED / ,, , OM I w w w DELINEATED WETLAND MULCHING / \ \\ . \` 1` / w w w ----------- . " " -""_I I -, _, " ,II- " I "",,II_I "-" "I"" "" /I I"I /,1,,'I _" " "_ I"",/I,IN0 ,",II1, I" -I.-_1"-l-,_-I*-I '__,-�1,"�I,_I -'/ I , S F SILT FENCE i /------55p �� �: . ..1.I :::: ,��:P� I II \\\ ALBEMARLE COUNTY I I �\ CLIENT :i� � � � I �/� \: � � : 141 I I ;;�l III � �% ; .1,,�"1i1� 11 � 1,�I(: � / /' I I •• \ ,, \ I - - 401 MCINTIRE ROAD STORM DRAIN INLET PROTECTION ; f i ``\ / CHARLOTTESVILLE, VA22901 - SOIL TYPE REF ENCE NUIuIBER \ I I - ADDRESS '1SEE PLAIN E MANUAL FOR SOIL ---- - - DESCRIP NS ��� $OIL T1kPE I � / _ - TEMPORARY SEEDING _ / \ ,DELINEATION LINE � ' Ts ----- - BISCUIT RUN O _ /x / `\ `\ \ \ •`e • j --- ,/ "% / I \ PR -REVEL ENT PHASE 1A, ENTRANCE CHECK DAM ' / ,; / I OPM \\ I PROJECt LIMITS �� k DRAINAGE DIVIDE; TYPICAL. CD_ ;' ;L- f t— \\\' �/ j� PRE -DEVELOPMENT AND PARKING PROJECT / / I -DRAINAGE DIVIDE, TYPICAL. D D TEMPORARY DIVERSION / . L.O C , / /- - - DIKE ; I l/ T oo__ WPO-CLEARING SUBMISSION _5----_/\-�/--- _,\ O I , 1N411TS OF C,L-EARING, --- - (L.O.6) - CULVERT INLET ! ; I LIMITS OF`TREE CLEARING - C I PROTECTION / i (L Q.C) `` pRa,Eor L,M,rs ANHOLD ASSOCIATES ,' ,, -- G, _ - - .. ke LIMITS OF CLEARING, 75 PlCAL SAFETY FENCE Greenwoo A 22943 I------- ', Rockfish G p Turnpi --- --- - ,' - - I , , _ - ---- SA , i , 1 / _-_54C / L.O.C. _ _ / -- I I �_ _ d V - EDGE OF EXISTING I \ `_,� `\ 434.882.3420 \ I '- - \ _ nholdl com ,''" ,,- ,,' �" ,-- w0 O REM Ihl. __ _ a a. NOTES: ,','' ' AI I; \ ,' '� ODLAND;1' ,, . ,, , , ,'/ ,-'-' , ---- ------ 1. MULCH IS BEING USED AS THE PRIMARY ESC MEASURE AND ,- I + \`\ ` ----- ___ ED OF EXISTING e . // ,1 EDGE OF EXISTING`, \ / / EDGE OF EXISTING ALL OTHER BAPS SHOWN ON THIS PLAN WILL BE INSTALLED , I WOODLAND TO REMAIN. DLA R N UPON DEMAND OF THE ENGINEERING INSPECTOR. % ,, I \\\ WOODLAND 7O REMAIN. y ---- 59 _ - 1 , /------------------ - _ -- `i! WOO NQ TO EN1AI / / \ 0 2. COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF i . • i \ `\\ � / - _ ADDITONAL ESC MEASURES NOT SHOWN IF DEEMED i ' .O ----_ NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE .�' - ____ _ SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. ; " /' i f i " l ``\ nn{� / / / I , 1 • 1 \ \ ---- -------- __ - - --- \ i f i `/ \``\ SOIL TYPE- / - - i \ • '\' `\ \ REFERENCE NUMBER ----- / �' - \ / I -- - I -- _- _ A it I \\ `\ • • \ `\ / - ______ _ - __ _ I -_-_-------((-------__/ _ I , - -----I---- -,-- _- _ ____ _________ ,__ - ___ -,, __-�--- -, I , - , , , --",',I\"""�I,' _�,-1 ,I [1—�",�1�1I ,II ,I � ",I,'1I"� I, �I "I , - ,I /I""II- —1"-/-"/1 "I ��-I'/ / ,Il_, - / I " x ,, /� , , II, - I �,"/,,-lI "--'�, /-llI-I -"I _"I,/-I,_-�-I,"_- -,,,_- I, -,-"_,, 1''","I1," '�" I�'ll ,,,,l �,,, ,�l, _,- ,""I " ",,/ I I""/"1� I, �I "-'�I�,/I-, I, �II�-II ,, _-/" ,__-,�_-, __ ,- _,-�I" ,I _ _I,-- ,'_I,-Il�/,_',_�'-, I, , "",/,_,-,- I�,,'/-" _ll I/, _- ., --"---1/��_�/_ (3I-�z --1nI1/0- ,/ I \ WOOD CHIP MULCH & TEMPORARY \ \ _ / ' i, `SEEDING SHALL'BE INSTALLED ON ALL Y y---------------- ` - __- _ _ S WITHIN TS O RING 0 ' R --- _ I _ f \ - — -- — L —��- - ' --- - ' I i --- --- _ -- A EA - - \ i I J �E I I / / -f-_ --- - , � _ _ , - ; -- I /..--;/ I E\ - ------ -__---------------- _ _ - _ ___----- ___ -_-- , , I , TRE CLEARING ONLY. ,- I \. , . - - - , \ � �� i.a TREE CLEARIN�-E}NLY! • • '� - EOGEOFEXISTING + MULCH ALL AREAS WITHfN --- ------ WOOEDGEOOXISTINI:' I THE LIMITS OF CLEARING"'`. \\\ -___ � MULCIJ ALL`AREAS_WITHII�f ''t _� _ ,, • \ - - _ -- _ --_- THE LIMITS OF_ - __ ------ ___ ..::- . , .::::- - , - - ' - -_ ` - 1' -----' - t w l \ _ 5 70 , , i , (i \ , C i , - \\\ ________ ___________________ -__ IVfU TS _ _--_ ;' 11 i \` --- --- - __ ;1, 1II 11 1 1I , 1 ,\%,1\5 I \\, 11 I I "\ C\, , \ \ \ \, \ \ I1,11, I 11 •/ I EDGE,OF EXISTING _ / 4 / • "-._I- ,: �w % �; ; y WQODLAND,TO REMAIN. WOOD CHIP MULCRTEMPQRARY - - / ---- --- ___ ____--",- �-,/-'I1-�/ __.. __ -1- /I -.-----.--------. ------�__-'-_�,I . .-.__. ". ",-.�"l , "",",'"., " 1. ', lI", l: - , .,\�, - ,,\ ,. \, " 1, , \1 , ,,I\,1, \ , \\ �" / 4 \ \ \ - �1- SEEDING SHALL BE INSTALLED ON ALt --- % �,' ; ' ; INSTALL SAFETY FENCE IN ORDER TO - AREAS WITHIN LIMITSOF CLEARING ----- / W ' - - _ _ _ ___ PROTECT'DELINEATIED WETLANDS. NO _- \\ -____ -- _ - - - \ \ I I i . THEE CLEARING`$HALL BE ALLOWED-__- \` I - - . \ \ --_-_ ------- \ - , WRITTEN _ \ OU \ w % ER ION H �_.r_. t[L IR. - j� n ' T _--- _ ------ - BEHI D THE\SAFETY WIT P MISS IBYT E,OWN W , / , '� _ __ ________ __ / , i , „ I F .. r • -- --------- I(A LIMITS OF EXISTING; 1' 1 ,__----------------- ` � ------ _ -- DELINEATED WETLANDS. / 1. I w I, �/ 1 / -- - _ - - -- -- _ 4 1 i I _ 560I <' , "( /4-"'I""0, I , *, �\, I , \, , "' I\\-1, �� II ,1-\,,,�� -� _ I - - , DGE OF' ISTING - - - - .-- --- W OOD TO REMAI ,' �, ,I, / _ ' ___ __ _ ____ _ _________________ ,-i ,, ,' ,' i ,'' `�' �, i � , , I it I / -___ ,_____ __ __ _ _ 1. � _ _________________ W LAND I'I. ��, `- ---_-_-_-__-__ _--�-,0-- _)_, '," l�-_ _I,I _, " I I ,I ,")"- '�I /,"�I " "" ,'","I1�" 'I/I /, "II 1/,_, ," I "" 5" "" I ", "/l " " ,1, � /"", / ,' II',",/ "/ ""� "/'l" I " " , I, , "I """ "/II ' I/ " ",, I/',".I/ I /",. "/ " _ /I-. 1Il / / - ___ - ' • _ _ ___ ,� M w ' - --- ' ,� w , I , I WOOD I HIP MULCH,& TEMPORARY I /' - `\ "LIMITS OF SITE CLEARING-- ` )' ' -- -' / w w w) / ?SEEDING SHALL BE INSTALLED ON ALL,1-/_I-1_�- �� _ -,�"" � _'-� _ " -,I _, __'--/_,�_'--_�___,--/,_-__--,�,_ l—"--,_,_"-�_"",_�,_I__, �_-��_�,,�l___ """___�" "I__ ","� �"_ "�'",I ",,, I _ "�_�_I ,' �'�,, _,I- "l -" "1_ ,"_',�I I-�" -_,�',,_�-_,"I,,�l�",""",I� ,,_ """I" -',II""�- ",'�_,_�,/� �", ���/'"-','""�I,_, �l"_",l",l " " ,II,I "" ""","� 1,l ,, � ',��II I�, , ,I _,I,I,�,""�,�,'"1,_l- �","",_,",_, ��I'�1 / , l,I,I�""'�,"_ Il ", _, , ",,', - -- ------ \\------- - ' ' ° I , AREAS WITHIN LIMITS OFCLEARING __ _ -- \\ ' %' , / / w '1" w _ /' '---------------- ----•- - I LTH / S�T,EEP PES PRESERVED 1 ----- ,/ / �_ y' -':1,' ' . i `\ - - '' `-'-- - S IL -TYPE' ----- 'I �A OF ' I " / / v,/ w _ r \\ '------ <O R ----------- _55p----------------------- " " \ O� 02/10/23 , SO w w ; \ -R / / w --------/ _____ - - wl \ / 1 `\ _\___ EFERENCE NUMB w _ "' \ \ VID T ANHO 7 / w \ \ ♦ / \ \ \ � DF� I, ' w ,' Lie. No. 00311 ti , ,' u, h� \ \ '---- - U w ... .....:\• \ - --- FROMT'fD SETB SOILTYPE'� \' S W w\ DE O LINE �`� _ _ - CA R� /, /'' \ \\ \\ `\ /,'---------"---------- _ \\ ------ A w --- --- t,------------- - Cfl w '\ \ \ / '------------C€\CULVERT#1 D\RAINAGEAREA `\ -----_ ' \` --___ _- w w \\ \\ \\ I 'I" AR~ A=5.7-tAC \ `\ �; — \ ,,' - \\ DAVIDT.ANHOLD ' 0'\ \ /' \ `TREE`CLEARING ONLY. - L' ' _ \` "/ \--_ - _ VA LICENSED LANDSCAPE ARCHITECT L c�1w \ \ \ - EDGE OF EXISTING` ,' CN=60 \\ l \V / ---- _ LICN0.00311 `' w WOODLAND TOREMAIN. - N, — - \'` �\ '`\ `\ M LCHALLAR�ASWITHIN TC$05MI � ;' i� Q10r5.25 CFS C = a5 _ ` / - - - w w / i `\ 1', \ ',THE LIMITS OF BLEARING. ,'' \`\ FRONTYAR SETA K SQO\ \% REVISION: ----- / I \ 1 \ - _ ' I \ - ' / / - -, " " d w I I C5 FULVERY #1 p_SECTIONS @ 2. - NO. DESCRIPTION DATE ,-' 1,'' / --- --------- - ------ / E /o. -_ w I I I t WITH 86° �E MITS� 01 REV WPOCLEARING 02.27.23 \ 1\ �' 3 5" HOPE � �'� t INV. I' 515.50' 1 N EDGI EXISTING----------- w i VyOObLANDTOREMAIN, w w i I 1 _ _ _ - EC _-'' --- , ��_ \ INSTALL EC 1 OUTLET PR T TI " / J w / WASH SED W1ENT \ \ EDGE OF EXISTING ------_- - "� i / , ,-' w\, j i AR 1 Q10 OAPACII,Y = 11. 3 CFS MSf w I /1 t ' \ \ WOODLAND TO REMAIN. ,' /` --==- - -(-7 , w ,- w �w I j � ; I { � t I ', TRAP.1-FT�MIN.DRYAREA ' __ ___ _ _-- , ___- -m w / i ; - DEPTH VYI�FI 5' WIDE STONE; / i \\ /fo ' NV: "(5_ii7o)-,--' -_ ^\ N ' F.Y. �7°j v w - - w w V - ; j ; — i I `\ CONTRACTOR SHALL MARKAL_L EXISTING ,__ - L. .0 % O I F2323 w w / , I _ V I \`------------------TB7.4------------- - _ / w w ERFKOW WEIR: w' j 1 I 1 I UTILITIES IN THE FIELD PRIOR TO BEGINNING_____ C P j ice\ ^I W 5 gle w w 1 ; I ! I ANY wORL. CONTRACTORS WORK SHALL NOT / \ _____ ___________ - 0 I V R E LS w / S AV ST E7 ?0;�(DBED 0 w w " ' �/Ij4TS IADVERB T ANY EXIST. UTILITIES. ,, t 1 ' I �Y AFFEC S�/LL R0 iD w w w' / - - - - - - STEEP_ PRESE -----------' - - w / 1� --- WPB PG 4 w I - - ----- _ \ ICU % S%, OOD HIP MULCH &TEMP RARY f '--------------------' WOOD C MP ' 3 / 51 GP�6 ,� l \ - --------------- --- E\ %/ II v \ - -- � '\ PROP€�� SLO R�(ED / / / —t-� 9 PG 293 __ - _ - C C Q ORFC7$ / LIMITS OF CLEAr�H ' w / w SEEDING SHALL BE INSTALLEQ ON ALL S ALL QE INSTALLED ON°A� ' `^\ t -_ - - (L.O.C) - i' 7 \ w AR S WITHIN LIMITS OF CLEARING •AREAS WITHINiIMITS OF CLEARI 1 1 _ EA� w ; I 1 I i _ F2323 " � - - P `\ \ ---- - / -INV. (52 `T i - 6. w w I \ \ STEEP SLOPES- - A27 5�g �� I _ O � I 1 , 'I PRERVED TA 13 / p 'S. \ I 1 r � I 5 \ (\" °' � I w I A I •\ - -_ `-_-_ - - - -- --------------- __'-- �� , \ / \,-- - _ � ---_ i ; I CDNG. DITCH \\ w WI I 2 I - ��---- - - - - - - - -- -- - - - -- -- - _ - - ' - - \/ � � _ \\ EDGE OF EXIST. _ p. , 1 I ,` Ii '\ - \ \ w w w P,RO ER LINE / \ w * \ _ ' \ - - -- -- -- - - v' CD ' \ - - -- - - - - ---- --- * ----- -> - -- . OQ�\G , • EP , Z /% / LIMITS OF CLEARING ( p N F\g •I • STEEP �I "(L.O.C) . --- _ -----------__ - �- �' - - - ---- .►►• I PRE -DEVELOPMENT ' DRAINAGE DIVIDE TYPICAL. I . _ - - - - GRAVEL SHOULD7 - - - - - - - ------ 7� -- --- J_J_------- --------- --- ND TO REMAIN. - - ,' X __ -- - - - -- -- -- -- -- - - - - - -- -- - - CLJ IN$1rALL�C 1 RIP --- _ -- -- -� -- ------------- . , _,'' - -- --• -�"' _ --- - �'; �� TWEET PAT EXafILET - WOODLA _ � / S . -, ---- _-,-_��'— - - �� � STOP \ _ 2 --_ _. I t I` 61 ' I --- 40 LF - 15" HDPE-V&�I €ND, -SECTIONS @ 3.75%. c9 —_`-I— I A - :.. / a INV. IN=$17.50' __- - / . n.C. /' I / SF INV..OUT=516.00' •'. r oo I , I "II N I INSTALL EC-3 OUTLET PROTECTION. PRE -DEVELOPMENT /' n V ,,, I t, I — --R GT E� JJ- — � — — — — _— _I � � � += Ql0 CAPACITY = 13.55 CFS i'' DRAINAGE DIVIDE, TYPICAL. - SCALE „ MANAGED � � I /r I N I ,' 1 = 30 �`\ EDGE OF EXIST. PVMT. \\ �— / I / / _-- - - ` GE4CIJ[t>'ERi�DRA1NA6EA8FE\ � � - � . C \I -__ _------ AREA=2.31AC _ _ _ _ _ II SHEET NAME: CN-65 ' -- P01���r_t tnnlSS -- '-- -- ----- \ -- - ---- ---------------------- -- ---- - -------- - -------- --------------------------- - ----------------------------------- --- _ __ - - - ---------------------------------------------------------------- - ----- - -CONSTRUCTION-ENTRANC€ F - - REE __ _ _ _ PR JEC7 -LrMr Ts -__ -- --------- ---� _ -- _ ----- ------------------------ - _ _ _ MET AL G UARD RAI _ _ _ _ _---CLEARLNG ACCES& PRaVID€ALL-T C ---- - - --- _ ------------ ----------------------- - - -- __ _ - - -------_------COfdTitOL-AS-REGiUIRETi$0=V{30T.fNT CE--------- --------------- ------- - ------------------------------- - _ --- _ ----- - _ _ _ _ --_ -- -- .x_ - --- ----------- - -----------SO REIDIATN AT T#iEEND OF-CLfARFNf RK__----- --------------------- ---- ---- -- _ - ----- ----------- - - - -------------- -- - -- - --- - - ' ' - -__ _ - _--------_ ---------- ---- - -- ----- _--------- --- : ; :.�� - _- ------ - - , -_------------- - -- ------------ -_ ------------------------ --------------------------------------- --------------------- -- __ , - --------------=-- X _ INV. (506.72) -___-, -------- --------- --- ----------------- ---------_____________� ----------- - --- ---510-------- -. _ - -_ II --- - -----------� - SHEET NUMBER: --- --- --- . a_''- •_ • ------ -_-- &0 - ----- ------ - - -± _--- - ---- ---- ----- -- -- C -110 --------------------------- INV.------- -------- ------ DATE: February 10, 2023 ©Anhold Associates 2023 c:WsemWavid\anhold assooates dmpboAanhold team bide,ipmjects%iswit mn\01_wdW2_sheetsk110_e&s.dvg Sheet 11 of 17 i LIMITS OF CLEARING \ \ i. ;P° HATCH KEY PRIN JECT LIMITS s`-\- ---- /fj------------ STEEP SLOPES - PRESERVED IN *lop ----- IN IN STEEP SLOPES -MANAGED '000P IN IN \\ I •,, x W W W DELINEATED WETLAND l ' ALBEMARLE COUNTY • CLIENT IN IN i J .100e IN EDGE OF EXISTING, '--- \ i \ 401 MCI RLO TEROAD 1 WOODLAND TO REMAIN. l I / $OIL TYPE CHALOTTSVILLE, VA 22901 REFERENCE NUMBER ADDRESS � i - --- ll BISCUIT RUN TREE CLEARINGONLY! / I PHASE 1A, ENTRANCE 'MULCH ALL AREAS WITHIN %' ---"- 1 THE LIMITS OF'CLEAR1NG. AND PARKING PROJECT 1, • • • • • .. , ,, , • / / ;' II `\ � �'� / WPO- CLEARING SUBMISSION IN \ � � ;' / �'� A ' ' ' ' i C�It TYPE D$LINEATION LINE ' - . IVI , 7 " W¢OD CHIP MULCH'& TEMPORARY i ANHOLD ASSOCIATES i SF DING�SHALL BE,'(NSTALLFIJ ON ALL // AREAS WITHIN LIMITS OF CLEARING ; ; ; i _--'' I 8311 Rockfish Gap Turnpike ( / / i Greenwood, VA 22943 434.882.3420 IN i T DRAINAGE DIV ICAL anholdla.com --------------------- PRE DEVELOPMENT IN �. IPE, TYP I7 oft Wj " ,O i 1 _ - I 1 / - - \I IN LIMITS OF CLEARING INI� rr1W i\,I IN IN IN IN IN IN -------- ------ -- i ~` ` J \ _ pp -- -- - _` L.O.C. — - _ 1I1 -- _ IIN f \, ~� •� LIMIT F LEARI M / W _ _ _ _ \ _ \ �_ ------ --- - _ cn \ \ .....�� ENE Y BALANCE `T LIMIT \ / \ , ` - -- - - � j ' ' \ STORIvjWAT�R MANAGEMENT I ;\ TR CLEARING ON _,� - - 1 BASIN. SEE CIVIL. -- OLD RT. 20 ROAD BED \ �= ON�yA TBgC� / ----- ---- � , \ - �', FR �E AR ONLY! MULCH'ALL AREAS WITHIN EDGE ISTIN _ IN, _ IN IN THE LIMITS OF GiL-EARING.__WOODLANDTO-REMAIN. ' t G/ IN,••'• , LIMITSOF"EXT�ING'bELIfIEATED ' I� /I T$ OF CLEARfh1G , IVI CC ` ` I '-' _V ' - } IMI y (L,O.C),, INSTAL F NCE IN ORDER TO �n/ETLAND$ 1NETLQNDS SHALL OTECT DEtiNEA WETLANDS NO - ----- �.�------------- pR©J - \ 1/�IOOD CHIP MULCH & TEMPORARY t X 498 ED NOT BE'DISTIJR$ED PERMI TO 1 498 PR OWNER i�BTAFFfING ALt PERMIT$ ` ,' � TREE CLEARING HALL BE ALLOWED' W -----__ fTS -- X ROPERTYB SEEI; NG SHALL BE INSTALLED ON A L •49 1` \ BEHIND THE SAFETY ITHOUT WRITTEN P.Y ,--" ---------------------- A S LIMITS D RIN —_ O RhA WITHIN F CLEA G `. PERMISSION BY THE -OWNER. v W __---- X _ - 4 I EDGE OF EXISTING w T ^ �� f\=�7 WOODLAND TO REMAIN. 'O � 1 �-•� � _ L.O.C. -r---- W W W Ww TE'20 L �_ X WOOD W IN,SF EED NG SHIALL BE INSTA MPD ONRY EDGEIN. EDGE OF EXIT. PVMT. j 1---___, - SAREAS WITHIN LIMITS OF CLEARIN L OF EXISTING \ a LA REMAIN. W --- ------------------- --- - - - - ----- - --- STEEP SLOPES 1`\ LIMITSOF'Ci€ARING � _ _ ---- FREE CI�EARIN\G ONLY! WOOD CHIP H&TEMPORARY, W _ - - ,D AIN �\ / `Y V - --- — - A o G - - � ,-' MULCH L Ah�' EA ITHIN 'SEEPING SHALL E INSTALLEDkNV',fiLL-,-'- _ _ G W _ 14RERS WITHIN IMITS O . - _ - W , ' - -- _ r W 1 _ �•� - -` ----- Wi '•., •� � ---_ � .• -� �' ME LIMI O CLEAI�dN '' ,F - - E�xGEOF snr�G _ _ -��� �`, 0�1) WOOD � REI�A —�RQ{�E i l .S F ' Xs a P, % - W Q, PVMI•--- -- --------------- _ - - ---------------- W W ----- -" - IECT1 MTS ------- ------------ EDGE OF EXIST. PVMT — f -------------------------------- `-__--_ ---D.C. X S S- PRESERVED ROUTE LIMITS/OF CLEARING --- _ _ X T ----- - __ -- --- - -- --- — - -- - -LIM•(- ----PRESERVE-EXISTJ GLAWN-IN THISAREA X ADD MULCH D PERMANENT -FESCUE X------- - LA EEDING-AS NECESSARY X X I n E&S PLAN SOUTH IN IN LIMITS OF EDGE OF EXISTINGIN WOODLANDTOREMAIN' /. \\ -_ CLEARING -_ I ' (L.O.C) IN I A IN LIMITS OF CLARIG i C0 ' \ \1 We TREE CLEARIN-bNLY!;' MULCH AEL AREAS WITHIN --------- IN ` \ IMITS " D ININ s j . I � I •'� YARD FRON�TE I I EDGE OF EX WOODLAND --- '1 ••,���� THE LIMITS OF CLEARING,'," �1S iNG OF I '' 'tD�TLANDS i; t> \ � WOOD CHIP MULCHA TEMPORARY \ \ SEEDING SHALL BE INSTALLED,'ON ALL I AREASWITHIN LIMITS OF CLEARING \L �.iIN t! i I IN IN TING \ ,'IN IIN REMAIN,.", ., /01 IN 'INa\ A --- \ \ r, PRE -DEVELOPMENT \ DRAINAGE DIVIDE, TYI�ICAL. �/ \ ISTING', \ k.� \ \ REMA(N. \ N.. • ', \ OLD RT. 20 ROADBED ` A\s LIMITS OF CLEARING IN\ __ ;(L.O.C) IN - - \ ---- - -`_ ----- BER \ -- -- --- - - - -- --- _'IN IN _ INSTA).L SA : - O ------------ PROTECT DELINEATED WETLANDS. NQ--------PROd - - T ITS TREECL'EARINOSHALLBEALLOWE----------____ ROPERTYBO X ----------------- -- BEHIND THE SAFETY WITHOUITTEN Y ZHE OWNER. f(PICAL. \ ,'_- � ------ -------------- -- R - _ --------1-� ------ _ L. - --- -- ----- --- `- --- ------.............___-- _------- --- — ! 1 �- ___ - -�IN ---------------- - 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 ALTH OF ? 7 02/10/23 DAVID T. ANHOLD 9 9 Lie. No. 00311 U w `s�'AP E ARC��� 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:Wsem\davidVmhold assooates dmpboAanhold team bidei\pmjects%iswit mn\01_wdW2_sheetsM 11_e&s phase 1 - partial south.dwg February 10, 2023 ©Anhold Associates 2023 Sheet 12 of 17 1992 3.35 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) 2Y 2% PAVEMENT -`. Vic..^L'-•':•^..:,'t: }!'„-.:..•:.+,?>+•:;, ;:;'*:,i ,[.+ ENOWALL 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 ft. NOTES: s 5 MIN, 2A AGGREGATE BASE Ol PROFILE ------------ -- --- - --��---T-- ------------ -- Straw or Hay 1h - 2 tons 70 - 901bs. Free from weeds and coarse --- TOE OF FILL CUc+ET (Minimum 2 matter. Must be anchored." ALBEMARLE COUNTY 70' MIN _ I / - ( / winonster cor Sp aad with hand. mulch blower CLIENT . STONE 401 MCI NTIRE ROAD CONSTRUCTION ASPHALT PAVED _ '� I `I Jill ��, I - ��II Fiber Mulch Minimum 35 lbs. Do not use as mulch for CHARLOTTESVILLE, VA 22901 AccEss WASHRACK 1500 lbs. winter cover or during hot, ADDRESS EXISTING - �- dry periods.* Apply as i 2% 2% PAVEMENT I I ' slurry. „ BISCUIT R U N 2y,. t z' MIN.* �- _ _ _ _ _ _ - _ _ _ _ _ FLOW III �' - III �I' Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded m 4-6 i -----------------------}- lengths. Air-dried. Do not PHASE 1A, ENTRANCE TOE OF FILL 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE use in fine turf areas_ Apply FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. with mulch blower Orb AND PARKING PROJECT POSITIVE DRAINAGE an *MUST EXTEND FULL WIDTH A TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE � - OPERATION SILT FEAN:E ' DISTANCE IS 6' MNIMUM IF FLOW Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- PLANtS TOWARD DABAKMENT P dried. Treat with 12lbs WPO- CLEARINGSUBMISSION FLOW - %, nitrogen per ton. Do not 12' MIN. POSITIVE DRAINAGE * II / III use in fine turf areas. Apply with mulch blower, chip TO SEDIMENT OPTIONAL STONE COMBINATION �� - �'� - _ y and. ANHOLD ASSOCIATES z% TRAPPING DEVICE � � handler, or h ....-. ::..... .......: -.. _.-.::..: �_ FLOW 1- - - • - 8311 Rockfish Gap Turnpike or yds. dried. Do not use in fine Greenwood, VA 22943 FILTER CLOTH /� 1.0' ,.5. III - III Shredded tuffareas. Apply with SECTION A -A EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Bark mulch blower, chip handler, 434.882.3420 or by hand. anholdla.com A ininint un water tap of 1 inch must be n Aalled with a nlillilmlln 1 inch ballcock ;FILTER4FABRICk shutoff valve supplying a wash hose frith a diameter of 1.5 itches for adequate FLOW "z 5' * When fiber mulch is the only available mulch during periods when straw constant pressure. Wash water must be carried away from the entrance to art should be used a 1 at a minimum rate of 20001bs. ac. or 45 lbs. 1000 s ft. approved setd g area to remove sedii rent. All sed ment shall be prevented from - ppy 4'entering stone drams, ditches or watercourses. Source: Adapted from Installation of Straw and Fabric Filter PAVED WASH RACK CUSS I RFRAP Barriers for Sediment C'.ontrol, Sherwood and Wyant Plate 3.05-1 VDOT j3, #357 OR /5 COARSE AGGREGATE NO SCALE TO REPLACE SILT FENCE IN - HORSESHOE - WHEN Source: Va. DSWC WOOD CHIP MULCH SHALL BE PRODUCED HIGH VELOCfTY OF FLOW IS EXPECTED ON -SITE BY TREE AND FOREST MULCHING I 4 EQUIPMENT. NITROGEN APPLICATION IS NOT ALB. CO. CONSTRUCTION ENTRANCE (CE) CULVERT INLET PROTECTION (CIP) SILT FENCE WITH WII�9 SUPPORT MULCHING (MU) REQUIRED. NTS C-120 NITS C-120 NITS C-120 NTS DETAIL 1 DETAIL 2 Ix 1 �B B DETAIL 3 B TEA1POPAR Y DIVERSION DIKE ICI we ■■ TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES q q A , A �o SEEDING RATE NORTHa SOUTHb pLANT N 1 2 m I•2i r zSPECIES 23/1 5/1 B/15 2/IS 5.. 9/1 CHARACTERISTICS LAcre l000 ft to to to to to to Compacted Soil 4/30 8115 11/1 4/30 9/1 ll/IS B B yL OATS 3 a to 1 2 lbs. X - - X - - Use rin varieties e.. Noble . I b (up OO lbs., sP g ( g , ) B Avena sativa not lass than 50 Ibs.) 18' min.RYE' 2 bu. (up to 110 lbs., 2.5 Ibs. X - X X - X Use for late fall seedings, winter tir i'? Flo >- Secale cereal el not less than 50 lbs.) cover. Tolerates cold and low moisture. i GERMAN MILLET SO lbs. approx. 1 lb. - X - - X - Warm -season annual. Dies at first GeDTIXRE Setarie italics frost. May be added to surnmer FABRIC GECTEXTILE .r,". '.+ +:.ta' . iy •n '':: - r :, FABRICdilillmililiWillff_ mixes. GEOTE%TILE a FABRIC ANNUAL RYEGRASS` 60lbs. tlh tbs. X - X X - X May be added in mixes. Will SECTION A -A SECTION A -A SECTION A -A Lolium multi-Florumt now out of most stands. 4.5' min. WEEPING 15 lbs. 5% on. - X - - X - Warn -season perennial. May MIN. 3S LOVEGRASS bunch. Tolerates hot, dry slopes W Era rostis curvula and acid, infertile soils. May be NOTES: added to mixes. r � 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION KOREAN 25 lbs. approx. I'h X X - X X - Warm season annual legume. Q OUTSIDE THE CHANNEL WIDTH (W). LESPEDEZA` lbs. Tolerates acid soils. May be 2. ON ANY INSTALLATION REWIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL PERSPECTIVE VIEW OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE Les a sti ulacea added to mixes. a, WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED LNDER CLASS N,I, AND I MATERIALS N NOTES: ACCORDANCE WITH THE SPECIFICATIONS. ;r•1ir ,^, r a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. 1) CONTRACTOR SHALL USE NON INVASIVE SPECIES FAEOOTTECXT'LE 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH CULVERT. ` ^•^ .' ''' ` Y '?1' c"�.•M.w'a?? ? H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH 'Y i`�:'• �a%ai:%[+','+".; - : .i• t.-+;+ b Southern Piedmont and Coastal Plain. INCLUDING SPRING OATS, SPRING WHEAT, ANNUAL cuLVERr. }� .c _.,•'�.s �l,.•o, . ±w �.•' K RYE, OR APPROVED EQUAL. SECTION B-B -- "'•""g �` ` May be used as a cover cropwith S rltl seeding. W USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTON WIDTH AND DEPTH d May be used as a cover C with fall seeding. MAXIMUM CUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.• Y crop g 2 APPLY SEED AFTER THE SITE IS CLEARED AND VELOCITY ) TYPE OF OUTLET PROTECTION MATERIAL MINIMUM "T" •-�i �";m-'�: r+i: -: y-ti �`�:i., •' � r fi-"' his.;•,`,'�-"��`�%�.''ry{p` X May be planted between these dates. WOOD CHIP MULCH HAS BEEN APPLIED. w (FOR DESIGN STORM) (INCHES) --••`"ln i>i'1:4'• ^': �'-/:• • ' '.' 'j .., d"i'•:It::, Y _ P w OUTLET PROTECTION MNUMULI LENGTH (L) TEMPORARY DIVERSION DIKE (DID) May not be lanted between these dates. CLASS Al CLASS Al DRY PoPRAR a fps Po TYPE A INSTALLATION 3H ':���� •� � CLASS CLASS 3: DRY RPRM N fps 24 C-120 NITS TYPE B INSTALLATION 5H • rr �a aa,� �,• CLASS I CLASS I DRY RPRAP to fps 36 TEMPORARY SEEDING TS �" %< •`` '' - ( ) OUTLET AND INLET PROTECTION (OP & IP) 120 NTS 6 . Y r . .{Rr s•:::47' ,' :iY.7.1 } ^�iY a. `ys.,�` u:el NLTH 0 Y F , Y T c S �': .MS �„�We-'�,•:�1Y Y,�' G. t:,ps . G-,zD NTS R O C, K C, HL (✓ K IMAM ,..:, ��•,r; x .. ,...^t,:, i�,,� ,;. �� F� 02/10/23 � E I:Y 2 ACRES OR LESS OF DRAINAGE AREA: DAv1DT.ANxoLD 9 PoLWELElE I i FA�nO uxr xosr (Anasx To lii: 1;, tv 11Ax t✓' Lie. No. 00311 Cr 6' MAX. vMmMTts s.l "�I 'wxa•rre cltoutm LINE 'y� �� corlllwlnlAL evcxrc rcorWc .�� GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS ! 5' MIN. j`};an R s�APE ARCS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 6 PERSPECTIVE VIEW PERSPECTIVE VIEW PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF TREE PLASTIC FENCE METAL FENCE CLEARING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THESE WPO PLANS ARE 3' FOR TREE CLEARING WORK ONLY! FILTER CLOTH 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED DAVIDT.ANHOLD (OPTIONAL) SAFETY FENCESAF ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND ( ) VA LICENSED LANDSCAPE ARCHITECT SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND C-120 NITS LICNO.00311 SEDIMENT CONTROL REGULATIONS. (DOWNSTREAM VIEW) 3. WOOD CHIP MULCH IS BEING USED AS THE PRIMARY ESC MEASURE AND ALL OTHER BMP'S NOTE: CONTRACTOR SHALL INSTALL PLASTIC REVISION SHOWN ON THE PLANS WILL IN INSTALLED UPON DEMAND OF THE ENGINEERING INSPECTOR. A SAFETY FENCE. OWNER SHALL SELECT COLOR. COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON VDOT # 1 THE SITE AT ALL TIMES. NO. DESCRIPTION DATE COARSE AGGREGATE 4. THE COUNTY ESC INSPECTOR MAY DIRECT PLACEMENT OF ADDITIONAL ESC MEASURES NOT 01 REV WOO CLEARING 02.27.23 SHOWN ON THE PLANS IF DEEMED NECESSARY TO CONTROL OR LIMIT EROSION AND OFF -SITE 02 REV WPO CLEARING 03.02.23 SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION FLOW �'1 3' CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 6. ALL TREE CLEARING AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING TREE CLEARING ACTIVITIES UNTIL FINAL STABILIZATION IS ACHIEVED. 7. 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 2-10 ACRES OF DRAINAGE AREA: IMMEDIATELY. 8. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. 9. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 10. TREE CLEARING WORK INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM OR AS APPROVED IN WRITING BY THE OWNER. 6" 11. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND WOOD CHIP MULCH. 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 3 FILTER CLOTH CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. IF REQUIRED, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO (OPTIONAL) 1 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 12. PERMANENT STABILIZATION, IF REQUIRED, SHALL BE LIME AND FERTILIZER, PERMANENT (DOWNSTREAM VIEW) SEEDING, AND WOOD CHIP 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 VDOT # 1 SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND COARSE AGGREGATE 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH, IF REQUIRED, IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY SCALE: EROSION CONTROL INSPECTOR. FLOW �. AS SHOWN 13. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. 1 3 ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SHEET NAME: SILT TRAPS, IF REQUIRED, ARE TO BE CLEANED WHEN S SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED STORAGE OF THE WET IS E&S D ETAI LS ESEEDED WHENNEC NECESSARY TO FILLED WITH 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. CLASS I RIPRAP 14. TOTAL LIMITS OF TREE CLEARING AREA EQUALS 9.89 ACRES. SHEET NUMBER: C-120 9 CHECK DAM (CD) DATE: C-120 NITS February 10, 2023 c:WsemWavidtanhuld associates dmpbox%nhold team faidellprojecLvWiswit mn\01_cad 02_sheetsW120_eas aelails.dng ©Anhold Associates 2023 Sheet 13 of 17 100 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 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). "/10I I I I V 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 MCI NTIRE 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 TH OF v\ G 'RTC W. 1900LLEY 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 dmwingl.Qwg © Anhold Associates 2023 Sheet 14 of 17 100 3 2 n 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 = I.F.' )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 = I.F.' (Qpre-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.' )Qpre-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.' )Qpre-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 Allowed Qdeveloped F 0.35 cfs k Qdeveloped Achieved 0.30 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 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 ti"�Z HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING POST -CONSTRUCTION DRAINAGE DIVIDES (TYP) HATCHED AREA DENOTES APPROXIMATE LIMITS OF MULCHING DRAINAGE AREA TOTAL AREA (AC) TOTAL MULCHED AREA (AC) 1 2.40 0.73 2 8.16 1.48 3 17.47 4.63 4 10.69 0.89 5 7.79 0.82 6 2.76 1.28 LIMITS OF CLEARING (TYP) 0 0 200 POST CONSTRUCTION MULCHING AREA KEY VA PROPERTY LINE (TYP) ALBEMARLE COUNTY CLIENT 401 MCI NTIRE 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 OF v\ G 'RTC W. WOOLLEY LTC. NO. 3708e 2-27-2023 WIONAL REVISION: NO. DESCRIPTION DATE 01 REVISED WPO CLEARING PLAN 02.27.23 SCALE: 1'I = 100, SHEET NAME: POST -CONSTRUCTION DRAINAGE DIVIDES SITE ENERGY BALANCE SUMMARY 1-YR, 24-HR DESIGN STORM SHEET NUMBER: C-601 February 10, 2023 dmwingl.Qwg © Anhold Associates 2023 Sheet 15 of 17 m — 10 0 10 20 30 SCALE: 1• = 10' NOTE: CONTOUR INTERVAL = 2' SEE SHEET C-601 FOR ADDITIONAL \ LOCATION INFORMATION STORMWATER QUANTITY CONTROL BASIN PLAN 11111111�61 MATCH EXISTING GRADE 31S/ OFS�Op F BOTTOM ELEV = 497 39.4' \ I \ I \ I I 1 I I I I I I 1 \ I I \ I 1 \ I \ \ � � 1 )RMWAT R QUANTITY CONTROL BASIN )LU=1, 00CF \ \ \ SECTCTION VIEW BELOW\ \ RIPRAP \ \ \ \ LIMITS OF [ STURBANCE \ \ LT� I \ I I I \ I I 1 � I I \ PROPERTY 1_I1` --� EDGE OF EXISTING ROAD (SCOTTSVILLE ROAD - ROUTE ` \ RIPRAP MINIMUM 6" DEPTH MATCH EXISTING SLOPE TOP ELEV = 498 6' WIDTH MATCH EXIST) SCOPE NON -WOVEN GEOTEXTILE FABRIC ALBEMARLE COUNTY CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUISI 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 a ''IC 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: SWM PLAN DETAILS STORMWATER QUANTITY CONTROL BASIN - SECTION A -A N.T.S. C Anhold Associates 2023 �1:14:19►1IJ51•1414 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: Riscu it Run Park Date: 44984 Total Rainfall = 43 inches Site Land Cover Summary A soils B Soils C Soils D Soils Tote is % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 9.00 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 ft3 7,187 TP Load (lb/yr) 4.52 TN Load (Ii r) 32.31 Total TP Load Reduction Required (lb/y r) 0.46 Site Compliance Summary Total Runoff VolumeReduction(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 (lb/yr) Remaining TP Load Reduction (lb/yr) 0.46 Required Summary Print Virginia Runoff Reduction Method Works nest -__-______________-__-________-________-________-__-_.___-__-_.-__-__-__ Runoff Volume and CN Calculations DrainageAreas RV&CN Drainage AreaA DrainageArea6 DrainageAreaC DrainageAreirD Drainage AresE CN Cl 0 0 0 0 RR ft' 0 0 0 0 0 1-y ear reason period RVwo RR Iw>ini 0.00 0.00 0.00 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 2-year return period RVwo RR lwrinl 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 lwi-in) 0.00 0.00 0.00 0.00 0.00 RV RR(ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 0 0 0 0 0 Summary Print VRRM SPREADSHEET SUMMARY N.T.S. Virginia Runoff Reduction Method Worksheet Drainage Area Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Impervious Cover(acres) 0.00 0.00 0.00 0.00 0.00 0.00 Total Area (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Area Compliance Summary DA. A D.A. B D.A. C D.A. D D.A. E Total 7P Load Reduced Qlahr) 0.00 0.00 0.00 0.00 0.00 0.00 7N 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 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 woolley-eng.com `CH Opp, W. WOOLLEY A LIC. NO. 3708V- a 0�2-27-2023 svW �SSIONAL hi 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 d.Airg1.dwy © Anhold Associates 2023 Sheet 17 of 17