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ARB202100028 Plan - Submittal (First) 2021-03-10
BISCUIT RUN PARK PHASE 1 INITIAL SITE PLAN S D P202100002 ALBEMARLE COUNTY, VIRGINIA DEPARTMENT OF FACILITIES AND PLANNING LIST OF LANDSCAPE ARCHITECTURAL ABBREVIATIONS APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL MAX ASSOC ASSOCIATED MFR B&B BALLED AND BURLAPPED BOC BOTTOM OF CURB BOS BOTTOM OF STAIR BW/BOW BOTTOM OF WALL CAL CALIPER CL CENTERLINE COL CLEAN OUT CONC CONCRETE CONT CONTINUOUS DET DETAIL DEMO DEMOLISH/DEMOLITION DIA DIAMETER DIM DIMENSION DWG DRAWING EJ EXPANSION JOINT EUELEV ELEVATION ENGR ENGINEER EOP EDGE OF PAVE EQ EQUAL EX EXISTING EXIST EXISTING FC/FOC FACE OF CURB FF/FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE (PAVED AREA) FH FIREHYDRANT FOB FACE OF BUILDING FOW FACE OF WALL FT FOOT/FEET FYS FRONT YARD SETBACK GALV GALVANIZED HC HANDICAP HT HEIGHT IN INSIDE DIAMETER INV INVERT LA LANDSCAPE ARCHITECT LF LINEAR FEET LOO LIMIT OF DISTURBANCE LOW LIMIT OF WORK LP LOW POINT SYMBOLS 00.00+ PROPOSED SPOT ELEVATION 00 . 00 ' EXISTING SPOT ELEVATION 0.0% PROPOSED SLOPE 1 1►-PROPOSED SLOPE LL-11 HEET NUMBER MIN MISC NOM NTS MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS NOMINAL/NOMINAL DIMENSION NOT TO SCALE ON CENTER PA PLANTING AREA PH PHASE POB POINT OF BEGINNING POC POINT OF CURVE PROP PROPOSED PVC POLYVINYL CHLORIDE R RADIUS REINF REINFORCED ROW RIGHT-OF-WAY SAN SANITARY /SANITARY SEWER SD STORM DRAIN SF SQUARE FEET SH/SHT SHEET SIM SIMILAR SPEC SPECIFICATIONS/SPECIFIED SQ SQUARE SS STAINLESS STEEL ST STORM STRUC STRUCTURE/STRUCTURAL TOC TOP OF CURB TEMP TEMPORARY TOS TOP OF STAIR TO. SLAB TOP OF SLAB TW/TOW TOP OF WALL TYP TYPICAL UTIL UTILITY VAR VARIESNARIABLE VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WWF WELDED WIRE FABRIC WWM WOVEN WIRE MESH MISCELLANEOUS @ AT FEET INCHES # NUMBER DIRECTION SECTION FACES 1 DETAIL NUMBER L-11 SHEET NUMBER PROPOSED CONTOUR EXISTING CONTOUR SHEET LIST TABLE Sheet Number Sheet Title 1/29/2021 2/25/2021 G-001 Cover Sheet X X G-002 General Project and Landscape Site Notes G-003 General Civil Site Notes X X G-004 Site Context & Key Plan X X S-120 Site Boundary Survey - Partial North S-121 Site Boundary Survey - Partial South C-100 Existing Conditions & Site Demo Plan North X X C-101 Existing Conditions & Site Demo Plan South X X C-110 E&S Plan- Partial North X X C-111 E&S Plan -Partial South & Notes X X C-112 E&S Details X L-100 Landscape Site Plan- Partial North X X L-101 Landscape Site Plan- Partial South X X L-200 Landscape Site Details - Paving X X L-201 Landscape Site Details X X L-202 Landscape Site Details - Cont'd X X L-203 Landscape Site Details - Kiosk X L-210 Vault Toilet Details X C-200 Civil Layout & Utilites Plan - Partial North X X C-201 Civil Layout & Utilities Plan - Partial South & Notes X X C-210 Grading and Drainage Plan - Partial North X X C-211 Grading and Drainage Plan - Partial South X X C-300 Civil Site Details C-301 Civil Site Details C-302 Civil Site Details C-400 Storm Water Pipe Profiles C-401 Storm Water Pipe Profiles C-500 Road Plan and Profile X X C-501 Road Plan and Profile X X C-502 Road Plan and Profiles X X C-503 Roadway Details X C-600 Storm Water Management Plans X X C-601 Storm Water Management Plans C-610 Storm Water Management Details X X C-611 Storm Water Management Plans C-700 Maintenance of Traffic Plan X X C-701 Maintenance of Traffic X X C-710 Maintenance of Traffic Details X X C-711 Maintenance of Traffic Details & Notes L-300 Landscape Planting Plan- Partial North X X L-301 Landscape Planting Plan -Partial South X X L-302 Landscape Planting Details X X SIGNATURE BLOCK PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT VIRGINIA HEALTH DEPARTMENT ARCHITECTURE REVIEW BOARD DATE GENERAL INFORMATION 1. PROPERTY OWNER COMMONWEALTH OF VIRGINIA DEPT. OF CONSERVATION AND RECREATION 600 EAST MAIN STREET RICHMOND VA23219 2. PROPERTY LESSEE & DEVELOPER COUNTY OF ALBEMARLE DEPT OF FACILITIES AND PLANNING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 3. SITE DESIGN AND LANDSCAPE ARCHITECTURE ANHOLD ASSOCIATES, PLC 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VA 22943 434-882-3420, ANHOLDLA.COM 4. SITE ENGINEERING WOOLLEY ENGINEERING 210 5TH STREET NE CHARLOTTESVILLE, VA22902 434-973-0045, WOOLLEY-ENG.COM 5. PROJECT SURVEYOR MARSH & LEGGE LAND SURVEYORS 560 NORTH LOUDOUN STREET WINCHESTER, VA22601 540-667-0468 BOUNDARY. SITE AND TOPOGRAPHIC SURVEY PROVIDED 2/18/2020 6. TAX MAP & PARCEL NO.: 09000-00-00-006DO 7. PROPERTY AREA PHASE 1A BISCUIT RUN PARK DEVELOPMENT AREA 5.00# ACRES OVERALL TAX MAP PARCEL AREA: 891.00 t ACRES 8. ZONING: ZMA2019000013 RA RURAL AREAS WITH THE FOLLOWING ZONING OVERLAYS: EC ENTRANCE CORRIDOR, MANAGED AND PRESERVED STEEP SLOPES, & MONTICELLO VIEWSHED. 9. PROPERTY LINE SETBACKS: FRONT=75', SIDE=25', BACK=35' 10. CRITICAL SLOPES: SLOPES GREATER THAN 25% ARE PRESENT ON THE PROPERTY. SOME CRITICAL SLOPES (MANAGED AND PRESERVED) WILL BE DISTURBED BY RIGHT DURING PHASE 1A. 11. EXISTING USE: UNDEVELOPED RURAL AREA. CURRENTLY USED AS PARK OPEN SPACE FOR PEDESTRIAN AND BIKING ACTIVITIES. 12. PROPOSED PHASE 1A USE: PHASE 1A IMPROVEMENTS INCLUDE PARK ENTRANCE AND ACCESS ROAD, 75-SPACE PARKING AREA WITH VAULT TOILET AND PEDESTRIAN IMPROVEMENTS, STORM WATER MANAGEMENT FACILITIES, AND MULTIUSE WALING AND BIKING TRAILS. PHASE 1A IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT. 13. PARKING REQUIRED: 75-SPACES ARE REQUIRED AS IDENTIFIED BY COUNTY DEPT. OF PARKS AND FACILITIES DESIGN. 14. FUTURE PARK USE: FUTURE PHASES OF THE PARK COULD INCLUDE THE DEVELOPMENT OF, ADDITIONAL PARKING AREAS, BALL FIELDS, TRAILS, INTERPRETIVE SIGNAGE AND OTHER RECREATIONAL RESOURCES. SEE APPROVED PARK MASTER PLAN 15. MAGISTERIAL DISTRICT: SCOTTSVILLE 16. WATERSHEDS: THIS SITE LIES WITHIN THE RIVANNA RIVER WATERSHED. PORTIONS OF THE PROPERTY ARE WITHIN THE RAGGED MOUNTAIN DAM BREAK INUNDATION ZONE 17. NO ELECTRICAL SERVICE, POTABLE WATER OR SANITARY SEWER UTILITIES WILL BE PROVIDED OR CONSTRUCTED AS PART OF THIS PROJECT. A VAULT TOILET WILL BE CONSTRUCTED. TOILET MAINTENANCE WILL BE PROVIDED BY THE COUNTY PARKS DEPT. 18. THE PARK ENTRANCE AND PARK ACCESS ROAD R.O.W. WILL BE PLATTED, SUBDIVIDED, AND DEEDED TO VDOT AS PART OF THIS PROJECT. SEE CIVIL PLANS FOR PROPOSED R.O.W. LINES. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL NON -PAVED SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, PERMANENTLY SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. SITE NOTES 1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL PROPOSED SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. CONTRACTOR SHALL NOTIFY COUNTY AFTER CONTRACTOR CONTACTS MISS UTILITY SO COUNTY CAN UPDATE UTILITY LOCATION MAP. 3. ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAIN POSITIVE SLOPE TO THE DRAIN INLET. 4. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY/ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o�57�j,LTH pF DAVID T. ANHOLD a Lic. No. 00311 G b DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITEPLAN 02.25.21 SCALE: AS NOTED SHEET NAME: COVER SHEET FIRE OFFICIAL c.Wsers\jenny m anhold associates dropbmAanhold assocates dropbmAanhold team fokiefiprojectstbiscuif run\01_wtlt02_sheetstg001_c r.d g 0 Anhold Associates 2020 SHEET NUMBER: G -001 February 25, 2021 Albemarle County General Construction Notes for Streets 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge (16 Jun 2005) of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. Albemarle County General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Albemarle County General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ADA NOTE: ALL SIDEWALKS AND HANDICAP ACCESS RAMPS SHALL MEET ADA REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA REQUIREMENTS PRIOR TO CONSTRUCTION. GENERAL NOTES: 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD -VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 55 MPH. POWER AND COMMUNICATIONS NOTES: 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS STORM DRAIN NOTES: 1. ALL PIPES ARE MEASURED FROM EDGE OF STRUCTURE TO EDGE OF STRUCTURE. 2. VDOT STANDARD ST-1 STEPS ARE REQUIRED FOR ALL CONCRETE STRUCTURES 4' TALL OR HIGHER 3. RCP PIPE TO BE CLASS II UNLESS OTHERWISE SPECIFIED. 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL 5. ALL STORM SEWER WITH INVERTS BELOW THE NORMAL POOL OF SWM BASIN TO BE O-RING PIPE 6. BOOT CONNECTORS ARE REQUIRED FOR ALL PLASTIC PIPE CONNECTIONS INTO STORM STRUCTURES. 7. ANY STRUCTURE PROPOSED TO BE MODIFIED MUST BE REPLACED IN THE EVENT OF DAMAGE DURING MODIFICATION. Albemarle County Public Road Acceptance Procedure The processing and inspection of public roads is administered by VDOT. The County is not involved in this process until the road is ready for acceptance. When the road is ready for acceptance, provide the following items to the County. 1. Inspection Request and fee A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if smaller phases or individual roads are recommended for acceptance. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. Even if a bond release is not requested, an inspection from the County is required for any County items, such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not maintain. This final inspection by the County must be performed before the road can be recommended to the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the following items are required to be submitted for bond releases to be considered: 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as - built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. Revised 7/26/2012 ALBEMARLE COUNTY PUBLIC ROAD ACCEPTANCE PROCEDURE N.T.S. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 PTH of vlr jjj ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL E% REVISION: NO. 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ANHOLD r fi T' \ — C 00311 S 1 - - lE - - STOCKR _ IL L - - q �pOS6D�4 --- -- wlrH'� ---- PE ' r I �, I I I I . t' \ /-------- C_101 EXISTING CONDITT9�1S & SITE D€MO PLAN --'PARTIAL SOUTkI i ,' _ j --_\ - ff - -- - / '- DAVIDT.ANHOLD VA LICENSED LANDSCAP E ARCHITECT C-111 E & $ PLAN PARTIAL $Ollfi______-______-----'" - - ---___ LICNO.00311________ _ , I j r , / ' LANDSCAPE S1TE APARTIAL SO rt H _ ��_ REVISION: ___ -------------- _ _---------------- - L-301 LANDSCAPE PLANTING PLAN ;PARTIALS TH - - -- I O ,l , / — - —'--- --- ",, 01PARKS& DESCRESPREVOA REVIEW OD29.E1 . \ , I , � __-02 PRELIMNARYSITE PLAN 02.25.21 _ -- - - - F \ \ \ TY \ 5' Q 5_ - - � K E `. l — T T _ FUTURE PARK ACCESS � 'NT YARD $� � / i '_ -------- 'ROAD ICI 1 \FRO, —�; 'w '\ _ . ------ - ''� \ _ _ _-- - '" __- , ,' r>�--,,�' ,, EXTENSION � ' _ I / . 4 , " , , , / 1 I 1 \, PROJECT LIMITS ASI / �• / a PR ECT' IMIT�. � _� '' \ ' _ � I ll / � N ----- FtOU I t 2Q I PARK ACCESS \- ----------- ,, NEW PA KA - - - SEf CIVIL PLANS' i F.Y.=75' I I q\ i `\ I /_ ROAD AVO \ ; / \ NEW SOUTHBOUND TRANSITION Ji - TNISTRAANNDCE -- _ � RY NPAVEMEN SEE IVIL PLANS - — > ---_-�ALLS- UREEI��ERU - T �r r R 4 , X-— - -- - , LIkA1T OF DIS`EURBANC � - __ ? � _ ' d - ` , I , I " , - ■�, _ I , r —_ - --__ \ ' ROUTE 2 / .� SEECIO°I I \ I _ X, \ ,'-- ,\\ — ------ ----- - _PA -ENT-RAVC :BASED- --- - -___ __ = - __ - - - -_--- . \ ��.� /DOT C�JIMERCYAtE19ANLE _ - - -' DESIGN STANDARDS = _ -- - - - - - ' - - - - - - - y �i --______ _____________ ---- _---------- - _ - — --- _--_ _'_ _ _- =-___--__--- - ------- - ----------------- ------------- ---- - ���������������������������������t�s��==_ _--__ _\; ^ -_- SCALE: 111 = 601 •■■�� SHEET NAME: SITE CONTEXT & KEY PLAN SHEET NUMBER: N 30 60 120 G -004 DATE: February 25, 2021 c5users\jenny cox\anhold associates dropbox\anhold associates dropbox\anhcld team folder\projects\biscuit run\o1_cad\02_sheets\g004_site context S key plan.dwg © Anhold Associates 2020 •,\ -- I % \\ I 11 \\ \\ \\ f II � , '1 1 \ '\. KEY - \--------- ""-- "---""""" I \\ _ - - - ` -_-- ------ - "" � STEEP SLOPES -PRESERVED - 11 I ` , , , , I \\ STEEP SLOPES -MANAGED 1 . � r II --"'----I,---,---�--1-----'"--,--�,---'I�-�,-----I,-,----,, -1 ---- -" /I --- -", --I-- ----,, -�"II---/ 1-, "-I -,/ -" -,, " -/---I/I--- -",/"--�-"- -'I /�-I---"/ l"I--�"/l'-" "I /"I-"1-""1 /" "" I � , �, IN"--' -/""I---","l,-�I "-'/� ,,,,I� �"� ",-I-lI "II� -/ ,'-, I - l,I,,1,, ,-""1"�, �'-,I/�-,1", "��/'-I ,1III 11,//1�/-,'11 11-/ , I" -/ '-',- "�/,l I // � ,""/-�,,,/"I ""/I-1':I/- II:1/,:11,,I�": 1I 1I, , I, I-, ", " II -,I,� "Z--,1I ,1I "1,/1 / , /�1I/,,, 1" �",/ I // , �'-'I-� ,,"-/I,�/� �-,",",I,-I '" ,,"� �/,-� �I � �,--,", '"�,",-,I -,I'-�I-, I/I�,-l'�- -,/"l," -,, - '--I'- 1-1,,�"II�I--l�" 1 -�-,�I " ,"1/"�/ �,/ I- 1,I/,/,-"'",1II-�IlI ,1,,, �II,,,-/".,-/I� �1,"" -" ,-11�I- , "--I ,1"",I --I","I" "I : �N,/ I' ", "1/"-"I�1 I-,-�-, . ,/ �,-1-""I 1I -/ --, � "-"�N, �-"I' II"/,I,II 1I1,,,", I" , 1,I - II I� "I� .,�- � , -I�" ,I�-�I", �I,-,'1-""1I---ll,,,, 1/I�" -� "��,1_,, / ""l, -"/ 1,,,1� 11/;"/ / 1I:II I � /, "" / �� /,1l I �""/1/`l",-11,'/"1I �,, !I/ -/ 1 I ; 'I,""1, �i-l "�"/"N-�I 1', I II/�,�l / "-1 - ,:-I ; --� -: / I "; ""'-I�1� 1� ,-1:P '"1�" "1; ,-1i I "1I� -:� I"-N I1�1"�II -, � ,� ! ���II ; lI ,���,� '1,11 I:, "II I ,", I r , r , 1, ,-' , �I -I ORO IECT` IM TS r r r r r , r r r r r r I I - �� � � � � �, �rt '`,� � � m ALBEMARLE COUNTY , Il- / "\ �550 \` 610 _ CLIENT 'r ', 1 I \ I , 'r \ I I \\ I - 401 MCINTIRE ROAD I I ; \ \ \\\ i / CHARLOTTESVILLE, VA 22901 ' ADDRESS - -- -_ \ """--- � .' / \\ \\ ' \ '. � LIMITS OF SITE DJSTURBAYJCE. SEE �� � -__ \ _ / �', - _ BISCUIT _" / / , \ LANDSC APE AND CIVIL SITE PLANS. \ \ / i \`\ - _ -'' i / `\ , , ` -, ,,' , : / ,' -' -' ���� --- RUN \ \\\ '' I i i '\ \\ .LIMITS OF, EXISTING'WQODLAND EDGE I- -I TO EMAIN AFTER DEMOLITION. Y\`. , \ -- I - r I r ; ---- / / - so INITIAL SITE PLAN I- fi ` ' , -- ---- i r r r 1 r , r 1 I '1 -I 1 , ; c� r r\ r r , \ _ �� ---- ----- / _ _ - _ ANHOLD ASSOCIATES r / II / \ / ---- LANDSCAPE ARCHITECTURE+PLANNING ---- --" / I r i \ \\ _ / - -- \\ / 8311 Rockfish Gap Turnpike -- \\ Greenwood VA 22943 EXIST NOHWOOQLAND TO BE CLEARE , --" 5 // -- -- __ qp'' C� S D AND \ \ / , ' GRUBBED FOR PROPOSED QONSTRU�TION \ \\\ \ `" 434.882.3420 anholdla.com , - \ I ----- I \ , , , , / - ' i "`` \ 59 , , , , ------ T1 ---�, tt 1 I v ` --- - --- \LPI�wv i �_ - - = _ -- _ ---- - - --- '� `- \\\ \\\\\ \ `-------- - --- , \ 1 _ _ - - -- -- -__ ------ _ ,' I III \\ \\\\ I � �� \ \-------- " - _- ---- -------- --- - _ , �,' \ I _ �------- --- _ -, ,'\ - i t\ \\ \ MiT dFG j G _ _ �I - ---- _ DG 1 _ LIMIT F EXF T W DLAND E` ' - ---- -----' - - 0 FTER �E O _ itAOLITION , r , , r I �� \\\ \ -- _ - _ _ , r r r r r I r r , , / I - --- \ --- ,� , , �''�,1''�,1, ,",,,,�,/,, I / , I "/ / "�I�- " -/ '/l , -- - " - -- - --- - ---- - r r r r r r ' - r , r I , _ ---------- --- - -- - \ � \ I \\\ - _ `------------ - - --- --- '` \' - / _ _ ------ -"" ------ -- -- -_ _ __ _ -'I',- ------ - -- ----- --,-I-"-,-I-, -I "--, I- "- -/ � /I �"l ,"� "" ",' I I, ,"'I,,I" "I ," ,I �"I �'lII",",I ,l I" /" / I// ",�I ,, //I /" "/ ,I /I /, / , //," I / "' I/ l, / "1,1/ I" / I ,I I.I/" " / I"/ I / II I I/ ""'/ , ,I,I',I l"l,' I /I �I I / I I�I " I1I ,/1��-"J" - ,"-,-I-,"-1-�1-11,-�11-1-, '-/--------------------------� - - , ----"-"11I 1, N , \" I 1IiI � ," ,I, NI ,"" I I II '�� :� I: /II / � I 11;;��;� � " "� I�i I I�J I,� �I I \l�I I � i � i iI ,II � I � � �I � -�; II I I I I -I I 1�, I1,"��i ,, I, -I II -, -�I I 1, \,� I II 1"; , I "I 1, IIN1 i I \ IN I,\"\, \ i\I �I, I`1,I\\, I NI� 1,1 1I/ /- �-,�I '-,I- \ IN-\ -�-I-,- I 1�, - I I I:1I, I �. 1� ,lI �I, �I 11 IfI ; I� I I 1,I11 I � �I � I�: I , I1, 1,1, \ I 1, IN 1, 1, IN 1, I I I \ \\ � , \ I, 1\1 N /I "I, ,I1I I I I 1I I � 1I1 I � I�N � � � I �-I� I I ,I -- - ,----1 I -I ------------------------------------------------ -- - -----------�-----�---- ---- -- ------- -- --,---"-,---� I--- I----�"-l-,��",lII"'I, ", -/ 1",//I,", II I,I, ,�/ I�,1/� , "� , "-,-� "� I-",-,I,I, -I -1I,,I, "I 1I, , ,\ 1", I I III 1,'\ 1I1\,l'I1\I\ IN \I \ I�� I,\ ,--"---,1--, -"---- "-- I-- \/ / s� -� --- , - -- _ - -- -- - - - r 1 I \' ; - ____ APPROXIMATE LIMITS OF EXISTIf�G al1fQODLAND 'r , _ ---- - _ - / \ _ - I, -- OCKPIBL NGLEXCESS SOiL-CONTRACTTOR TO _ --- VERIFY UIREMENTS ' i EXACT AREA REO --- -- r r r r / r , \ - i , / I - --'-- \\ _r r , " _ _ _ ___--v<Hry_____ _ r ' 11- , -" / "/ ^ ' r r I i' 1i 11 -- -- „ 1 ___ _ - __-__-__-_ / ! :i r r I \ __ r , , , .I -- -I -" -,-�-------1-,- I - �"'l " -1 -�l - --,I� " , / ," /, I "I "" , I I� "/ / "�I/ " // ,, I �/ " I, I/" I I, " , I "/ / I , I , ,, "," , " ,"/1 , I ," , //, " /�l - 1-1 --�,--/l�-l- �,-�"\ ', ,, " I " � I I � I, 1�; 1"1 I I I I I,,I /: � N I I I I I r / / 1, rI�P - \ _ \ _ / I / \ - - r , i f I -"-l-- 1I, r // �' I S6 r , r , r, I ----- _- I; , /' I "-" \ - --------------------- r , r r r I r " r p 5 � r - i ' , I - - ` I O I - " STEEP SLOPES - PRESERVE -"-- " - - ;// ----- I -�--"-_ \ ,' ------------ \ \`\ SEESTEEPSLOPESKEY V -- """ ---------------' ---- -- I" "I`,I/,,", / /" I ", I\' / /� 1"111 'lI " IIII A - ` I I __-_ 1V r -III -NNI r D TYPICAL., - ` r r r , / r ---- - - r , r ` / � THIS AREA OF, EXISTING , j / i ; I ` _ WOODLAND'SHALL NOT ,'' _ \` - "- `I %/ i BE -CLEARED,'' ' \ \ \-------------------- - N T$ / � I \ \\ \ 550, N4 r 1�; \ / , r I \ -- - -- / `-�� - _ _ EXfS- NG WOODLAND EDGE , - 1 I `\ , ' i "'^ \ \\ \\ ,, - --- \\ �' -.- .�_ _ \\ DAVID T. ANHOLD /x/ ` a r - `___ _- - Lic.No.003ll ti , \ - - \ \ \ , _ _ �' y wG / I \ / \\ LIMITS OF EXJST1NG WOODLAND EDGE ",/ \ �'I LI _ \ TO - rC, R 1 - � \` MATS OF IS WOODLAND VEGETATION \ \ \ IN,A TE� E - , / \ \\ O B C EARED AND GRUBBED FOR / - - -- - - \\ \\\ \ A-F - � � REM M PE A ' , ',� `\ `\ PROP-OS€D CONSTRUCTION \ '\ -- \ ' �I\ \ \ ' _ __ \ _ - --- -"" ,,' ' - ,- I \ \ \ , T-----_---__--- ------ "---_- ADVER ELYOA FECTAialYTUTILITYPOLESVPdITHIN \\\ ------ - - '' I \ \ ,'' -------THE PRddECT AREA. COORDINATE;ALL \` // \\ ' //,/DEMOLITION AND SITE WORK WITH UTILIT r /-\\ DAVID T. ANHOLD ,' \ \ ``!_ \\ \ ,' `\\ \ \ i' i ` - VA LICENSED LANDSCAPE ARCHITECT 1 \ - � WNER '�TYPI L. �- - - - "- _ _- - - LIC NO.00311 \ \ S C ,5 A - \,'' -- T YA A _ a5 S / --" - " I ON RQ SETO GK �O REVISION: R - \ ---- ' - -- - I I I -� CONTRACTOR SHALLI USE EXISTIN \ . / \/ '' '', \`� � - """ --- � � NO. DESCRIPTION DATE MOWED UTILITY POLE CORRIDOR FOR IN TIAL ` r r `, '� - G GAT AND �l , _ __ --_ 01 PARKS& FACILITIES REVIEW 01.29.21 --- -_ ,, "- \ j '' � � 11 � __ "" �� SITE 'CCESS;AND E UIPME�JT MOBILIZATION. '�, / Q 1 i I \ -- -/ SEE SW, EET G110, E&5 PLANT FOR SITE ACCESS '= _ / 'J " I /' - �---" CON C EN NCEt. -- /' - - - _ T` I /', - -- CONTRACTOR SHALL NOT DAMAGE OR -' i \ ` - ---- / - -,I , --- -----= I � r r , r r ' STRU TION TRA Z7 -, 1 / ADVERSELY AFFECT ANY UTILITY POLES - - ' i / / ; I \\ �J' - - F.Y_g = 75' 1 ; - - - I" �' - - raza3 - - LINE _- I WITHINTHE-PROJECTAREA COORDINATE ALL DEMOLITION ANDS EWORKWI _ _-"_______ ' f I " OWNERS, TYPICAL.IT - \ ! AVON STREET ;I OP_ - r r r IH UTILITY + _ ;' I / --------- EXISTING WOODLAND E�GE / -/( - ,9 / \_ PR S i- I r I / _ - 1 - --____ _ , I.I I --------------- rnas3 / i/ C -- - ------------ 530 ---- - -- r i ,� TRA OR SHALL CLEAI�I EXISTING ----------- - -- % - ' -- II 1I( STEEPSLOPES PRE L. DEBRISAND_ DIMENTFRO EXISTING IN ,/ - \ % ( S OEES_KEY _- ------ - i (, 3 WSP \ \ ENDWALL DEPRESSON. SEE CIVIL SITE i �� _ + I \ \ LIMITS OF EXISTING WOOD TO BE_ � --"' LAN SED ---- IMITS O SITE DI \ CLEARED AND GRUBBE R PROPOSED ` TA27 1 \\\ P S FOR PR'\OPO DRAINAGE _____ / / 1 STURBANCE, TYPICAE. � ` �� -------- ""--- " 1" -\ IMPROVEMENTS., -- ' 1 \ < J' ,' OEE LANDSCAPE ANEYd2�%IL SITE PLANS. I ETA' _ - \ PROJECT - --- i n ,II i TA02 r - - -- - - "- -- - - - -- - - - - _ -- - / I � r1 CONST T I �� _ - - `- ---- , -�-, i \I LIMITS OF 1 [OM - - - - -- -- - - - _ _ `-------------- ----- - - - ; _ �\ - \ I\ - - - -- _ - - ------ \ I - - - -- - - - - - -- --- - - - - - ----- ---' " I - - - - - - -- - - - - ------- ---------"--"- --- - -----------�-"------ - i' _ __ __ __ - _ __ --" -1 -� \ IL1J , -I �---------------- -- -- \ -- IMIT_ p I ---- -- - R _ - - -- -- --- - - - -- -- -- - --- _ �� --------- N o - -- ,� 1ST gA \ � STi�EETt �' r \ --- - `aaaaaaaaaaaaaa� `I` - / ) \3� \ 1 � � --1 -�17� :� -- / / ff-----�=�� IIIIII` �� - ----- e t - ,_ i SEE CIVIL SITE PLANS FOR ALL I I c, ' STEEP SLOPES - MANAGED, TYPICAh:' -I \/-,-1I /0=-1 SEE STEEP SLOPES KEY. DEMOLIT ON AND ALTERATION WORK ' CONTRACTOR SHALL CLEAN EXIS� BRIS ROUTE 2 0 SCALE: 111 = 301 U ' /' AND SEDI ENT FROM EXIS�INI RM PIPE I v v ASSOCIATED WITH EXISTING RTE. 20 .v ( (� I I -TT NN1AU Z LIJ DEPRESSQN. SEE CIVIL SIT IS FOR \\ \ ``,' >IJ PROPOSED,DRAINAG ROVEMENTS. \\ .= II EXISTING CONDITIONS & - _ate -+� � `'----------- -- - -- - ----- - - - �--------------------- --- �- --------- �_-�� � � ---------- __ __ -- - -------------- ---- )\\ -- - �L� - - - ------ ---------- - ----- - swu - - - - - - ---- _ ------------------------------ -- - - - - -------- SITE DEMO PLAN NORTH ---U�Q / 1 - _- - -- -- ----- - _ _ - ------_ ----- .- --_ -------. ------------- - _ \ - -------------- - - ------------------------------- - N/ - --------- ------- -- - --- --------------- - ------ - - - - - ------ - - ------ - - -- - -- - --------- - - - - - - - _____ ___ -- __ - _------------- - _ __ _ _-------------------- ---___ ___ _ - __ ___ ____ _ -- i/ , , r ___ _________________' _____ ____ ______ ____ _____ __ ________ ______ _______ _____ _____________ _ ___ ___ __ r__ _______ _ _ _ ___ __ ______ ____ _____ __ _____ ____ _ ____ __ _ _ ____ _ 520 -r --------- ----------_ - ____ ____ ___ ____ ___ _ ____ ___ __ ___ ___ __ __ __ ___ X ---------- 5 -------------- - - -- - -------------------- -- io-------- -` ----------------------------- - ` - - _ - DATE: - February 25, 2021 c:Wsers\jenny wX mhold assodates dmpbmx mhold assodates tlmpbortanhold team fokiefiprojects\bis it mn\01_mtl\o2_sheets\c100_exmn 8,femo.dn © Anhold Associates 2020 KEY ` I 1 - ------- - - '' --------- _ _ _ _ -- _ _ _ _ - FROAIT YARD ' _ SE 75' --------- --- ------ _- PROJECT LIMITS � \� ------'- STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED - - - - - - - �\ \ EDGE OF. WOODLAND TO THE SURVEY WAS NOT ABLE TO LOCATE THE T F Y== 75_ B ` \. 'REMAIN, TYPICAL. EXISTING PIPE IN THIS LOCATION. CONTRACTOR SHALL UNCOVER AND VERIFY EXISTING, PIPE CONTRACTOR SHALL NOT DAMAGE OR 1 ; CONDITIONS. SEE CIVIL SITE -PLANS FOR ADVERSELY AFFECT ANY UTILITY POLES `t PROPOSEDDRAINAGEIMPROVEMENTS. WITHIN THE PROJECT AREA. COORDINATE All / I - DEMOLITION AND SITE 11 _ ,WORk WITH UTILITY II , i---------------- OWNERS, TYPICAL � ------ SEE LANDSCAPE AND CIVIL PLANS. LIMITS OF SITE DISTURBANCE, TYPICAL. SITE EE SCAPE AND SITE PLANS - - -- ---- �� __ -- _ LIMITS MI �NFD SITE DISTURBANCE, -' _ _ DI GA 0 — — �___--- ' !_ \\2 ALL DEMOLITION _-------- -- O -,LIMITOF SEE CIVIL SITE _ TH -------- FORA DEM -480 �__- SOCIATED — WORK AS WI }� 1� X T. RTE. 20 rl {� �LIMITS OF EXISTING MW TRBI<______ C i \iOdF{IMlT '— CLEARED AND GRUBBED FOR PROPO _ r { ! CONSTRUCTION - - -=______-___--------------- - -----_--------- 77 CO A9 ------- _ - - LIMITS OF EXISTING DLAND E - CLEARED AND GRUBBWOFOR PROPOSE[ ( X LIMITS OF PROJECT ---------- ----------- EXISTING CONDITIONS & DEMOLITION PLAN SOUTH X= SP71 (DOM) 75 AMP IRS,/ 'IRS r IRS a J -- - L)-------- ---- - --------- LU a to RUUTE � ----- --- - -- - - -- '' - X X I ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 let 1] 1] J *R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o���PLTH pF DAVID T. ANHOLD a r" Lic. No. 00311 G w 4s ,4PE DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: 1" = 30' SHEET NAME: EXISTING CONDITIONS & SITE DEMO PLAN SOUTH c.Wsers\jenny wYanhold associates dropboxlanhold assocates dropboxlanhold team foldefiprojedstbis K mn\01_wtlto2_sheetstc101_exwn & demo.dn 0 Anhold Associates 2020 SHEET NUMBER: C-101 February 25, 2021 I \ I,�I_1I11" 1-",-,,�'�11-__--� ",_\� 7'_ _,_�, ,'-"_1� , _,1 ,\11_ _,_,71I1 ,1a,__', \ KEY 1" "" �a-�-II ]_I,7_ I�,I,% CI_fL-,, _,I/:�:I;��1; I_"1 --- % _i�I1-_,-I_,_�11 - ------ - - \, I / / - LEGEND - - - __ -- �� STEEP SLOPES PRESERVED , ��) \ _ - I / / STEEP SLOPES -MANAGED \ - - - - , CONSTRUCTION \ / - CE ENTRANCE �'/ %� __ PROPOSED PAVING - \ _ 1, >/ CD ROCK CHECK DAM -_--- '' -- ,--i I O IEC � \\ /�'` ,,,'' - III I I j , �l l �R T'�IMITS ALBEMARLE \ [ 11- 1A1 � �� i �,, �r �, �,�I � �1� - / COUNTY _ O 550 " CLIENT '� �� 60 \ I S'DSILT FENCE I I \_kk \\ i 401 MCINTIRE ROAD \ I _---- i y - -ice' \\ GF©-1 - / -_ � CHARLOTTESVILLE,VA22901 / ', = - \ , `\\ � __ ADDRESS ,�II1,"\ I1'"":I"� �,'�I ,�",_l �II / 1,"I�I II l �-_"1I_�,"k,\�1"1-_/I "" 1� / ;_-�'"�,�,I�-/ I' ,, "I-RI5II, \X/_,',�4I1, \ "� I_,\I,"",II_\ �"II,I" "/I"II/,I' �I/, I III',I, ,I_1I"/ lI"1I1\I�,lII1 I_I\"-I",/�N(I �\I-"",I,\ 1-"II Ii_I Iii�t1� Ii1I -'1", I-,1�" 11I1-1 I/Nf, �- _, I,--� ""-,,1,I1_/-I;-,, �__-I�" �1 I-�_I_-_ �I/'�-,_ � _'�,-_-, /-I,I ,-1__-"-I--1,'�,-� "\�'I-1_--�I-_" ,"/\ ,'�-_ 1Il -\_�-I ), �l _---,,- �- -,,/-1 N\\:I \/ -_"" ,, -I _//, -�/I" /1,-I " -I_I__-I/ "-/�"��" _.-/_ -__ ; -- "�I-- /- � _/ /"\"N,-/"l/III "" -�NI/,_"f -"", �,"/�,I-N,I- � I/,"/ -; -1,/' -I'1I-I- � / 1IIII \I;-,,,,II� �-, ' I-'�,_.lI \_-�,,,_I__"'II1 '\,�I I I-\,� _-_ -I ,\,"I - " " I 1, _-_-�t-� 1N1�' � I1, �/ \I-�7,_� - "\ ��, �I_"II ;l_\I _ I� I,"��i '��- � :'�� � i0_lII , ", _�I,�-I_"�," _"�--" � --', ,I�,-I-l" ,'I,-I.-�."l�,! -"-,�_I� �-_I�,fI , -, ,1-,,_N\i"-1,_I I -1_\I1I �1,I-_II - , �I I -_-��"f_I I-',,-1 -�� �-,--,-1-_, \-�I-,I �/-\ /"�_/-IN " \\ \ &STORM DRAIN INLET PROTECTION , ' I QP - - BISCUIT , , , 1 .5 \• / / I i EDGE OF.EXISTIj�1G I \�P - •,,\ y WOODLANp TO REMAIN. / / f ; , , - RUN PS _ - �, PERMANENT SEEDING - i it __ --_ --_ / / p �l2 - - ,' ° ! •�� soo -�_ INITIAL SITE / RP: LAN 5/ \ /' _ SC ------------ - STORMWATER , ' , CONVEYANCE CHANNEL o/ `v _ K - _ ; I i / _______ I - ANHOLD ASSOCIATES •• s CONSTRUCTION ROAD ' - ,' i _ '\ \ o' ---- - LANDSCAPE ARCHITECTURE+PLANNING CR , j _ _ moo. \ ---------- STABILIZATION / / �-' �_ S' \ s °o � DV ---__/ \ 8311RockfishGapTurnpike Greenwood VA 22943 O P _ ----- ' OUTLET PROTECTION ___ �j40 \` `X ----- I I IT I" 30C \\ D J \\\ 434.882.3420 \ anholdla.com /� , I ST '---- , s "- SEDIMENT TRAP � ,, ,� ,'' `\ \ -- --- ..................... ---- ---- ------- -- \ ' \y - \ i __-___-__- --59 I s DDIVERSION i 548 / 0 ' \\\ `\ \\ \- t� , I I 1�,�, O I I \�\ 1 " / 4711 I I ' �� \`\ O , \ s -__ '� 1 i , � \ I • 570 \ � � � �. ;-\, PT1I1,� ,�-"-,� .0 -,-,I1�1�,- , ,-OF.II1"�-1-,'1 --,,"\ , l",, -.�II-I,-1�-,, � "/ , I�R --l/ - �,-.-"1�-l-�-,-,-� -.,, -�/--- "-_,, 1"I'".,\-_- -'l,",�-,'_ "_-'_"I�,1_---__�,� _�I \� _--"__I-1�, ,-I�-I"--'�,-,I�,-_I-kI,,-: I-II11-i\I,-,,1I-"1I--, _I��'I-�I-,��I1- ---- I ! a i I\ I I `\\\ \ ----------_-, / ' 1 8 0 -- - , I \ I I / S / 56 ,\ LJV b �'' +561.00 k EDGE OF EXIST1NCz - - M1TdFG ADI __ --- - --- - - -_ \\ �- - - -- �_ � _ - �NOODLAND TO REMAIN_ - - -- , / ----- \ _ __ ------------ -__- - I I , I ' S / ; ------ - - -- ''I _ _ - -I - \ - _ MI G ING - -- - ` -- , , - I - - \ , T _ _ S /I / _ _ _ Sao`- __ , LIMITS OF SITE ,62''•• OPE / - - DISTURBANCE ` I 6� '_3 - - \ �'' / 558 - EXCE PIL EA- - .5•TSL D.V 1 - -- RI - -_-__ / 5 - - - ------- p O CONTRACOOR TTO �/E FY EXACT AREA -- -- 554 - a K / T % ` UIREMENTS. ------- m , / --- -- // ` ` `� \ --- - -_r G , IN ` - - 55 N 0' - ---- ----__ 9 _ - _ __ 1 W \ \ - - 0 RADIN 1 ',, B � 548 \ \\ M OF °J I 546 G G SCC I , I - / ! \ I 1Ts , /,- - , LIMITS OF SITE'. ------ �� , / _�------- ----- , o+ i' - - ' I I ; I 4• _ I ' TURB T1�E � ----- -- -_< - I Shp � -- ' / - 45 _ ' --- l , -- ---- I h JF ------ • I 1 r „ ` / i �1l a. _ f l - '_- - ' _- � 'LIMITS OF SITE _--------- I � ' ,. 20 ( ,, N', / _ _______________ `\ - �_._' // \ / O I / / � •,, DISTURBANCE - -- , a_ _--- ` _ S� / / `.\--------------------- -------- - [ELT$ O 5 8 , / -_ I - F , I SS - I I , �' - �- ---- -I \ '\ \ - . _0 _- -- \ O ` 36 � � a / �...,� DAVID T. 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CLEARING AN15 SJTE 7 1 \ ---- \ DISTUDRBANCE _ --------' p \ LIMITS OF GRA H1G --- _ 4 — — — DI TUR y L�OF _ _ _ \\ - ' - -- 48 506 - a� -_ _-_ ----------------- — F{NITS_ ---- - `' ---_- ` � -�© ---�--�---- - - - �' ---------- - - -- — - -- ��- ------- - �_' — ----------- X EROSION & SEDIMENT CONTROL SOUTH LEGEND CONSTRUCTION ENTRANCE ROCK CHECK DAM SILT FENCE STORM DRAIN INLET PROTECTION TOPSOILING PERMANENT SEEDING STORMWATER CONVEYANCE CHANNEL CONSTRUCTION ROAD STABILIZATION OUTLET PROTECTION SEDIMENT TRAP DIVERSION X = 0 15 30 60 0 / A F.Y_S STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED PROPOSED PAVING I — T — ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 let 1] 1] J *R BISCUIT RUN INITIAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o���PLTH pF DAVID T. ANHOLD a r" Lic. No. 00311 G w '4PE ARY DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: 1„ = 30' SHEET NAME: E&S PLAN -PARTIAL SOUTH & NOTES © Anhold Associates 2020 SHEET NUMBER: C-111 February 25, 2021 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE BLOCK AND GRAVEL DROP INLET (WITHOUT WIRE' SUPPORT) 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE PROTECTION COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. SEDIMENT FILTER 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS UPSLOPE ALONG THE LINE OF OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL ENDwAu STAKES. REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. WIRE SCREEN CONCRETE BLOCK 6'MAX. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE _ ----- - -------------------- ---- BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL '1___T_ BY THE PLAN APPROVING AUTHORITY. • •, TOE OF FILL T i_ 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND ., I CULVERT SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ------ �/�/ % - ` ALBEMARLE COUNTY 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING CLIENT SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. �_�_ ; ; _ FLOW _ 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. / , - II �_ 401 MCINTIRE ROAD 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY -� i - III I III CHARLOTTESVILLE, VA 22901 NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ---` ' ADDRESS 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT RUBBISH, AND OTHER DEBRIS. -------------- - '-------' - - - TO STAKES AND EXTEND THE EXCAVATED SOIL. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ��- �� IT INTO THE TRENCH. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. �/- . L TOE OF FILL BISCUIT 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD GRAVEL FILTER R U N WIRE SCREEN TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR SLT FENCE COLLAPSE. ' DISTANCE IS 6' MINIMUM IF FLOW % IS TOWARD Ei16AN(MENT 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES OVERFLOW FILTERED WATER FLOW �- WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER - , P 'yi II IIII INITIAL SITE PLAN PORTION OF THE PROPERTY. RUNOFF - 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO WATER FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY WITH --1= �k �k 1- FLOW SEDIMENT THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE ��' OPTIONAL STONE COMBINATION - m� = ul�ll COUNTY EROSION CONTROL INSPECTOR. ANHOLD ASSOCIATES a ' 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT IIII I I ( SHEET FLOW INSTALLATION LANDSCAPE ARCHITECTURE + PLANNING 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 L�411111ftf" DROP INLET (PERSPECTIVE VIEW) 8311 Rockfish Gap Turnpike MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR I 0q, WITH GRATE D' s' Greenwood, VA 22943 SEDIMENT KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 434.882.3420 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO It 3'.X BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE SPECIFIC APPLICATION \ A B A \\\\ anholdla.com TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO Row ti _ FLOw4 HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE - 2.5' - - - - 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW \\ NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. - - IIIIII�I Ifs * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. VDOT /3, y357 OR jL5 COARSE AGGREGATE CLASS I RIPRAP POINTS A SHOULD BE HIGHER THAN POINT B. TO REPLACE SILT FENCE IN - HORSESHOE - WHEN DRAINAGEWAY INSTALLATION HIGH VELOCITY OF FLOW IS EYPfCTED (FRONT ELEVATION) DROP INLET SEDIMENT TRAP (ST) SILT FENCE CULVERT INLET PROTECTION (IP) SILT FENCE (SF) C-112 NTS C-112 NTS C-112 NTS TEMPORARY SEDIMENT TRAP STONE CONSTRUCTION ENTRANC 1992 3.05 1' VARIABLES 70' MIN. EXISTING PAVEMENT CONSTRUCTION OF A SILT FENCE 3. (WITH WIRE SUPPORT) ORIGINAL VARIABLE- r 5:1 ELEV. 1. SET POSTS AND EXCAVATE A 4"Xa' 2. STAPLE WIRE FENCING TO THE POSTS. GROUND FILTER CLOTH MOUNTABLE BERM TRENCH UPSLOPE ALONG THE LINE 6" MIN. A (OPTIONAL) OF POSTS. 67 CU. YD./ACRE + VARIABLE SIDE ELEVATION _ EXISTING GROUND / 67 CU. YD./ACRE 70, MIN. EXCAVATED 4' MAX. T t ' FILTER CLOTH ORIGINAL 9 WASHRACK t0 MIN. ' 11I h IIII (�) (I IIII GROUND (OPTIONAL) l % ELEV. •SEE PLATE 3.13-1 COARSE AGGREGATEp' CLASS I RIPRAP 10' MIN / / I 12' MIN- �- EXISTING FLOW III IIII �II a" CROSS SECTION OF OUTLET PAVEMENT --� 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE I FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. V00T XI I �\ POSSEI VEE DRAINAGE N 10, MI COURSE AGGREGATE CLASS I RIPRAP B LENGTH (IN FEET) I TRAPPING DEVICE � _ 6 X DRAINAGE AREA MUST EXTEND FULL WIDTH i (IN AC.) OF INGRESS AND EGRESS PLAN VIEW i DIVERSION OPERATION DIKE 12' MIN. . IIII IIII MIN �- I - FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Il�lu'I FILTER CLOTH -� SECTION A -A FILTER FABRIC COARSE AGGREGATE`Ss�s �� \t..\�.. _ EXCAVATED / / ))�R AREA / FILTER CLOTH Source: Adapted from Installation of Straw and Fabric Filter &NLTH OF Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-1 AA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 (PERSPECTIVE VIEW) REINFORCED CONCRETE SECTION B-B DRAIN SPACE OUTLET n1-24 C-) DAVID T. ANHOLD r� Lie. No.00311 C� 4 TEMPORARY SEDIMENT TRAP ST 5 STONE CONSTRUCTION ENTRANCE CE 6 SILT FENCE WITH WIRE SUPPORT C-112 NTS C-112 NTS C-112 NTS CAPE ARC ROCK CHECK DAM STONE -LINED WATERWAYS FENCING AND ARMORING DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 2 ACRES OR LESS OF DRAINAGE AREA: w TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES REVISION: 1 4-12 NO. DESCRIPTION DATE SEEDING RATE NORTHa SOUTHb ia° s = I 01 PARKS& FACILITIES REVIEW 01.29.21 _------------------------------------------------------ - PLANT DRIP LINE SPECIES 2 3/1 5/1 8/15 2/15 511 9/1 CHARACTERISTICS FILTER CLOTH fr d 02 PRELIMNARYSITE PLAN 02.25.21 _=IIIIII �I Acre 1000 to to to to to to (OPTIONAL) 18" �-11 IIIII I 4/30 8/15 11/1 4/30 9/1 11/15 III, _ (DOWNSTREAM VIEW)- _-(IIIII-_ OATS 3 bu. (up to 100 lbs., - - - - spring ( g., III SNOW FENCE 2 lbs. X X Use s rin varieties e. Noble). -IIIII KEY IN FILTER Avena sativa) not less than 50 lbs.) VDOT # 1 FILTER CLOTH =�I�I=IIIII CLOTH 6"-9" / I RYE 2 bu. (up to 110 lbs., 2.5 lbs. X X X X Use for late fall seedings, winter COARSE AGGREGATE Secale cereal e not less than 50 lbs.) cover. Tolerates cold and low 0 moisture. FLOW �r 3' V-SHAPED WATERWAY WITH STONE CENTER DRAIN ywwl NOTE: A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH. am I � I GERMAN MILLET 50 lbs. approx. 1 lb. X X Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. BOARD FENCE ANNUAL RYEGRASS` 60 lbs. 1'h lbs. X - X X - X May be added in mixes. Will 2-10 ACRES OF DRAINAGE AREA: hr CORD FENCE Lolium multi-floruml mow out of most stands. 2/3 NT PLASTIC FENCE WEEPING 15 lbs. 51h ozs. X X Warm -season perennial. May 4-12" LO V EGRASS bunch. Tolerates hot, dry slopes wiiwi�_ -- - -- -- -- - - - --- CORRECT METHODS OF TREE FENCING s" _ Era rostis curvula and acid, infertile soils. May be ICIdadded to mixes. - - FILTER CLOTH - - KOREAN 25 lbs. approx. IIh X X X X Warm season annual legume. (OPTIONAL) - yl`�I LESPEDEZA° lbs. Tolerates acid soils. May be -- 1 -�I- Les eta sti ulacea added to mixes. ! (DOWNSTREAM VIEW) y_ILIILII- KEY IN FILTER FILTER CLOTH CLOTH 6"-9" SCALE: I 1" VDOT yl = 30' a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. COARSE AGGREGATE SHEET NAME: b Southern Piedmont and Coastal Plain. May be used as a cover crop with spring seeding. Flow �. f PARABOLIC WATERWAY WITH STONE CENTER DRAIN E&S DETAILS d May be used as a Cover crop with fall Seeding. 3' NOTE: A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH. X May be planted between these dates. ,MA6.1 Jim - May nit be planted between these dates. \ •a CORRECT TRUNK ARMORING SHEET NUMBER: CLASS I RIPRAP TEMPORARY SEEDING PLANT MATERIALS TS TRIANGULAR BOARD FENCE C-112 C-112 NTS CHECK DAM (CD) STONE LINED WATERWAYS TEMPORARY FENCING AND ARMORING DATE: 8 9 10 C-112 NTS C-112 NTS C-112 NTS February 25, 2021 c:WserMjenny cox)anholtl asso ates tlmpboxtanholtl assonates tlmpbox nhcltl team foWeAprojectsl is if mn\01_c 02_sheets)c112_e&s tletails.tivg © Anhold Associates 2020 \ ', KEY - ---- "-'"" "- _- \ I ' 1, _-""_/-_--", I /I //"��_'I -"" _-,I_- // _1II, _ ,_"-_,,, -///I- ,,", ,, -__ " I__ " /,,, I - , �,/ I -I -I �II _/, ", �_, -,'"�II , '-/,/"-__/ ,,_/1I '/,_'/,I1_--/ I,_,1 l_" , I\,� "I"" , I1-/ --_, "l11_I "I I , /,", --�/ ',"I _" ' " ,"//I / - 1�-_/ "_/_ ,I" _ /II,, ", �-""/ _, "" I__I ";I1�/", �_-" , I __-/,/ I_'" ," ,I_"1-_" /, I/�_/_"-1/_I'I I1I , � -I ,"/1 -�I .-II- , _/ "I"I�I " -__/I"1I,,-,,1-" ,1I, / I-I/I/I_1N " _-�", "I /, I,I", _" /_- , _- "/�/1-,, I ",_"_, 1,""_'II_"-�/-/"/� 1_,�_,_ _I1- "� , ,�__/I -��1,I�,"" __�,I,,,I,/ - [,,-I_,�1" , � �,I,�, ,�-'"I-v" -1,,"",-\1,, ",II ", "-_I"-\"-_"/1/ �-� ,1I --� �� ��,/, , -,,-I�1�t_"1I - ,�1 - "I ",-,_-, �,\I�/-,_�,I-,,-I " �" -, N,,'__,�/_--_�-'� -, I-/, _ I �-" I""J--'k '�. : __,, ,-,"--, ,1_,I �� ;,--"Cl/- " I-I� "�,A�I,1,-,--"" 1-""I, II��I"-�,: -I �-,1; , ,, 1-' -1"'1--- I1II5,"-, -I _-/ "_,/,"-II�2-, I ,�I,,", - I 1I ,:-" � " , I 0-I ,�-,I,� "--"N �,�1,-"-� / I "1 I '�, _- -/ ("I_,,1�� '--%�/'"(I '", /"�" \, I-l-7"�" 15I/ -1lI, - -,I" I/,,I i-1-N_I,I ", ,\ _-\,"-"/P1"-_,.",_f'I ,I-._", ", 1, / ," iX-�--1_. _,' , ,")' _--_""I_" �/1�'I"��_-I_I�_, � - ,I�N_ _-, �_"I"" IN _, - _ -I __"" /'/ I",�/� �'_-I/--_I ,/ 1-1 I,IS_',- "I -_ I ,/I/ -"/ 1,-,1,'"-/I�1" I '1��/-:,-- , IW1-_ /I, "/ 11 I,_ -- I_-/ N"_," _�--""-II " -__,"-,'II-�I," ,-I_I I--" -_ I V- \I, _,--�1i-i , 11 II1I/_I-:II-, I - I \1, ��_,Iri'\-.-1 ,,1r I - -I I\ II/-"-:,I1-I� /-"-"_-�,Ib-/' , -/__-/I� -I""-- 1-_", I_ - " �-� :I-� "-1'l"-1__, ,_'"-.I -l� -I 1-1I\,-,/1' II_ ,";I-/ , ,I " /- _I "11/,I -1,1�/PI'�I- :I�:-,I ,_�,:1I-/, _,_:1II -"'_":/ _-II�1I_I Ii/"�-' i �1 �1I �"1 I /"I -_"1, ,jPIi,I,"i.. 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WIT 7 '' - _- - - -- - SL / 3 -- - / - Sp E / Lr200 PAN \ CRETE - - / - STAIR O/LE __ -- -__ -- _-_ 54 ${) E '- - _ - 1 ' - --- ' ' - TYPE 2 L �02� : I �� \ \ � -- _ \\ ----- -'- - '--- ---- o- - 552 \\ -------------- - ' T T ` sI \ D \ E�STAKE , - -- ` 5 CONCRETE - 3 N 50\ -I - _ G , , i , PAVING L- I \ - ...f " '' \ - - _ �- ----- _ - 'S \ ♦ TY --- ------ / i �' \(°\ 546 _ � 0 202 PE 2 _ __ - `. 8 \ 'i, y - AT4 / PSa R� ------ '_1 f , , - 0_ " \ - \ - ---_ / ,I N \ - 4/ 1-1, �", I, I�,'I'," , � _____, 1� " , I � I /" ,, I/ ",/","iI ;�� � 11 � ;; ,, "I II / II fgrI/ / I /11I I , , I j; I 56 RFG ,IV10 / \ �i K2 _ , PA / s4 • �� \-------- ---- -- - - _' ---- - \ - --- I -- - , - ` ,'\ \/ --- _ , i 1 I p N \ \ ---- - ---- -' ----- - ----- II DETAIL �` -- - L 201 AREA PLA -- "-- -- I cn \ / I / I I , I - ----------- / / I - - '� - , s� - - - -- --- ,� 44 `----------- --- P_U D i '� 5 8 \\ - _S / DI-1INLET ,' �---_ __ 4----- �. '_ _-- \ �j� F g \ CL ' I \ � / � I � N -PIP � � ------- \ � I s i' i \ 4�_--- D�TORW1 ES ,' =_- _ - \�\ �'------------------ 55p ------------------ \ `C.� i \ \ S4 -- - SEE_ LDETAILS' ,' __� 36 `` f -, I \\ - �.�,--- DAVID T. ANHOLD + - \ _ 1\ S36 � i' /' , I Ste, - \\ �- POSED'- � - - --------- Lic. No. 00311 1 6 0 �_ PR U O I / s ---- �� wG J ( 1, 4 ,, r s ''✓ s� ----- � PE A i \ \ \ a� �j !! Q V �_ 2 \ EXISTING TREES - \ --- \\ __ `\� \\ � ' - \ \ \ a ` ay - ��,` Q R ,/ TO REMAIN, TYP. 1\ \ \• / �+ _ �. - I` Cili\� NDSCAPE ARCHITECT y1'\ - \ i'� DAVIDT ANHOLD \ N 4� , , \ \ i VA LICENSED LA - ,- ^, - LIC NO.00311 / \ _ - _ \ { /� - --- - - I,'' SACK= a `S r _ I { �, \ VI L--� s yI R -- FRONT YARQ SETS O\ \ REVISION: -----' , I \ 2 I I ' B OFILTER2 \ - - B NO. DESCRIPTION DATE I \' PR SAD GRAgING AT1 1 - .' - s - " _ _ - 1 +517 00 1 I I - - I - , MAX. P: - w - `�y / 01 PARKS& FACILITIES REVIEW 01.29.21 _ I cn I ; 2,575 SF I _ q �� - r ' / rn /' I - - -/ - 02 PRELIMNARYSITEPLAN 02.25.21 h I y I BASIN - - N / , i I _ �____ " �_ F.Y_S 5, �' 1 % ENTRANCE WALLS 1 ' - 1 _ 7 \ _ y^� g // - - ' - - - 9+, � - 23 1 SO as T 4 -- 1; % ENTRANCE MB w �, ----------- _ r ON ST ET / ,,-r200 AV RE __ I "__ -- ,- -__--�---7-- ---7--*- Z67:_�__� I I�;,*� I _Ir� I�I �" / /;�_��_.__"_/;�P1F��.� \. \ �NI � N\ �\- , i I ,I_"'I ,I - 1�__-_I _ -, ___ ---_�-I_I -11-------_-I-I-"--- t , 1 LLS o / ------ W , A L2p0 _r,�j$TCI - _ cn .� ,1 _----------- ------------- ---- 5 SO / \ - TY BOUNDARY - - - - / 51 - ---- - - / ROPER------------------ 530 ---- - - ' 509 .I Sj ( _ TA493 1� . ______ _ _ - ® - � / ' ------- Ii i---------- _ 1 - ING _ i (; , I �'f -; �� - , i ! NEW CURB INLETS AND S - \ \ ` - / i - , F2323-;- - 1 _ \ OM2 0 \ 496- ` I --- 1` �` STORMWATER UTILITIES. "_ - - - - -- - - - --- I n 00' �= \ \\ , / \\ '' __---I----,/�_________________/ 1, I' •\ "� `l, T SEE CIVIL DETAILS = TA27 h .b/ l ` it ! 1 \ \ __ � - h \ ---- \` / ATCH INDICA W PAVEMENT - _ _ `_ > -- ION ALONG ROUTE 20 '� _, H TES PROPOSED N /� I , - - - - ""-I'1$ -- BEGIN NE RN LANE TAPER __ , _ _ EXPANS / I --------- -- -522 -- --------- - LIM _ ---- \\ - -- -- - - - - - - -- - ^ _ _----- - _ -----�- ------ 2n - � ��U�BANCE \\ - -- - - I ----- \ h^__: h' NEW 200' RIG TURN - ' r NEW PARK ENTRANCE BASED ON CIVIL PLANS' - - - - - VDOT COMMERCIAL ENTRANCE I I ' ' DS / SCALE: „ � ,V ` o \`v NEW LANE STRIPING, \- \ // ' NTUIMA 1 = 30 �\ TYPICAL. SEE CIVIL PLANS SHEET NAME: - - - �- � _ ------------------- ___--------- __ _ _ , `', \`` \\\ LANDSCAPE SITE ------------------------------ - - - - _____ ____ _______ __------------------__------' ----- - ---- �� � \ -- - - ------------ --- --'----------------------------------- - - --- - ----------------- PLAN- -�I---------- - - ,:--------- - _ _- - _ ----___----- - - - ---------------- ----- ----- - - - --- ---- - - N ,---------------------------------------------- - - --- '--------------------------------------------------------------- -- - - ------ _---------- ------ ------------- _ ------------- _ _ ---------- ------------ - - T ____ / _ _ -- ___ - _ _______________________ _________-_______________________________--_-_----------___________--__------____________________ _--_---_____--- _ - - ____ _ X J _ __ ______ /'' '" 510---------- `-____- ----- --- - -------- ----- DATE: IN February 26, 2021 c:Wsers\jenny mAanhold assodates tlmpbmAanhold assodates tlmpbmAanhold team fokiefiprojectstbis it mnW1_catl 02_sheets'd100_sife plan.d.g © Anhold Associates 2020 - - _ � - RC2UTE 20 I IN J Q---------- - \ IN KEY -------- `\ /' �. \ _ % 1 I ---- ---------- - - - -- I t IN, IN \ _ _ _ _ _ _ _ __ ------------- " -------- ---' --"'" sao _ ', -- -- -" - - "- _ 11 _ _ _ _ _ - - - - RO N r Y A _ _ _ SIN D , � ETBACR'75' � \ _ ---------------- _-� `t - " -- PRO:IJ=CT LIMITS " \ 11 __----- -- -- -�� M" PROPOS3ED ROW EM73ANKMENT ' I ` STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED PROPOSED PAVING PROPERTYBO GRADING AT 2'.4 MAXIMUNITY�OAL, 5' PROPOSED STORM PIPE NEW SOUTHBOUND TRANSITION i — _____ '\ ____-_ _-` TENSION WITH E LANE PAVEMENT CIVIL , NDWLP . SEE PLANS i I ---- ---- SE - _ PROPOSED SITE UTILITY POLE \ / / �� �� I � S0j LANE PAVEMENT/ END OF NEWT NSITION 4 _ ------------- E UTIL L290' PROPOSED SITD`,WALL' AT B I UTILITY POLE _ \ —-- Q9 494 — �� GA y� `_ �.��' ;voa p _ '` — F232Y`_ DISTURBANCE �aD2 --Iaaa- - - — .LIMIT OF ��—r -' X - 75 AMP IDOM _ - -- Nub_ ---- - __ ------------------------ - X----- - — — _ — — — — RUUTE 20 --- --- _ U �' x' \------- --- NEW LANE STRIPING,I IN,/�—� -- _ - --- TYPICAL. SEE CIVIL PLANS --- - ___ ---- X\ -- - -_ - - - - - v---------------- V x X x � I n LANDSCAPE SITE PLAN SOUTH N 10 0 15 30 60 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 let 1] 1] J *R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o���PLTH OF DAVID T. ANHOLD a r" Lic. No. 00311 G w 4s ,4PE DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: 1" = 30' SHEET NAME: LANDSCAPE SITE PLAN - PARTIAL SOUTH c.Wsemsjenny wX mhold assocAates droptImAanhold assodates drophoxMnhold team foldefiprojectsthiswif wm01_wtlto2_sheetsUlol_landscape plan-partial.dwg 0 Anhold Associates 2020 SHEET NUMBER: L-101 February 25, 2021 NOT USED CONTINUOUS ALUMINUM EDGE RESTRAINT. ANCHOR WITH GALVANIZED 3/8"X10" SPIKES AT 16" O.C. OR AS RECOMMENDED BY PAVER MANUFACTURER. FINISHED GRADE VARIES, SEE PLANS \ 0'-6" o GRANITE COBBLE STONE EDGING. 4.5"X4.5"X9" TYPICAL. SEE PLANS FOR LOCATION VARIES, SEE PLANS CRUSHED STONE SURFACE SLOPE TO DRAIN SEE PLANS. N GEOTEXTILE LANDSCAPE FABRIC VDOT #21-A GRAVEL BASE, COMPACTED AT 100% ON 100% COMPACTED SUBGRADE. NOTES: 1. FINAL CONCRETE PAVER TYPE, SIZE, AND COLOR SHALL BE BY OWNER. 2. USE HIGH PERFORMANCE, POLYMERIC JOINT SAND 3. SUBBASE SHALL BE INSPECTED AND APPROVED IN WRITING BY OWNERS GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. STONE DUST PATH WITH COBBLE 11/2" = V-0" -01 v" T 2 IN. COMPACTED, SM-9.5A ASPHALT PAVEMENT. SEE PLANS FOR EXACT LAYOUT & ELEVATIONS. VARIES N 1/4":1' MIN. SLOPE 6 IN. COMPACTED 21-A GRAVEL ON 100% COMPACTED SUBGRADE NOTES: 1. APPLY TACK COAT ON TOP OF GRAVEL BEFORE APPLYING ASPHALT. ASPHALT SIDEWALK 1 1/2" = 1'-0" INTERMEDIATE POSTS SHALL BE SPACED EVENLY AND CENTERED ON TREADS. o CONC. WALK, �> SEE DETAIL 0'4„ '-3" V-3" 0 1/2" CHAMFER, CONTINUOUS. 00 1/8"/1'-0" SLOPE m _ . < 1/2" RADIUS v o 12", NO. 6 COATED REBAR DOWEL BETWEEN STAIR AND CHEEKWALL ° NO. 4 REBAR IN NOSING ° CONCRETE STAIRS. 3200 PSI, ° :. ° WITH AIR -ENTRAINMENT. o - °a a 6"X6" 10/10 WWM 4" COMPACTED 21-A GRAVEL ON 100% COMPACTED SUBGRADE NOTE: SEE PLANS FOR EXACT LAYOUT AND NUMBER OF RISERS. CONCRETE STAIR 1" = 1'-0" 1'-0" 3/16" X 4" STEEL, COMMERCIAL EDGING FROM COL -MET OR APPROVED EQUAL. BLACK POWDER COAT FINISH. FLUSH WITH TOP OF #10 STONE DUST 1" #10 STONE DUST VARIES, SEE PLANS 3500 PSI CONCRETE WITH HIGH AIR ENTRAINMENT. LIGHT BROOM FINISH WWF 6X6-W1.4XW1.4 III III � COMPACTED 21-A GRAVELBASE COMPACTED SUB -GRADE ALBEMARLE COUNTY CLIENT SAW CUT CONTROL JOINT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 o ADDRESS A BISCUIT RUN INITIALS ITE PLAN CONCRETE PAVEMENT 1 1/2" = 1'-0" 0 O O O O O O O o 0 3" VDOT #21A AGGREGATE AT 100% COMPACTION. LANDSCAPE FABRIC, CONTINUOUS 100% COMPACTED SUBGRADE APPROVED BY OWNERS GEOTECHNICAL ENGINEER FINISHED GRADE VARIES. SEE PLANS 16" X 10-GAUGE STEEL STAKE FROM COL -MET. BLACK POWDER COAT FINISH NOTES: 1. STEEL EDGING SHALL BE INSTALLED ALONG THE EDGE OF ALL GRAVEL WALKS AND SEATING AREAS THAT ARE NOT CONTAINED BY AN ADJACENT PAVEMENT OR BY ANOTHER HARD EDGE. 2. LANDSCAPE FABRIC SHALL BE PERMEABLE, SPUN BONDED, TYPAR LANDSCAPE FABRIC OR APPROVED EQUAL. GRAVEL AND STEEL EDGING 1 112" = 1'-0" 2" O.D., BRUSHED ALUMINUM HANDRAIL, TYPICAL. SET 4" DEEP WITH QUICKSET HYDRAULIC CEMENT. CENTER OF POSTS SHALL BE 4" FROM FACE OF CHEEKWALL. ,_3„ EXP. IT. CONC. WALK, SEE DETAIL ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o���PLTH OF DAVID T. ANHOLD a r" Lic. No. 00311 G b '4PE AR& DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: AS SHOWN SHEET NAME: LANDSCAPE SITE DETAILS- PAVING c:Wsemsjenny mAanhold associates dropbmAanhold assocates dropbmAanhold team fokiefiprojectstbis Kmn\01_catlt02_sheetsU200_detailsyaving.dwg © Anhold Associates 2020 SHEET NUMBER: L-200 February 25, 2021 CONCRETE PAVEMENT L-200 STAIR TO TRAIL CONNECTION 15' a STAIR TYPE 2 L-200 i i F PARKITG AREA 8' CURB INLET AND STORMWATER UTILITIES. SEE CIVIL PLANS. 11'-6" 18' 3 — VAULT TOI LET L-201 VAULT TOILET � O 00 CONCRETE 3 PAVEMENT L-200 8' 60 CG-12 C RB RAMP 6 4 FOR ADA ACCESS 1 ADA VAN PARKING BENCH AREA L-202 CG-6 CURB AND GUTTER. SEE CIVIL HC ACCESS PLANS. AISLE CONCRETE SIDEWALK. FLUSH WITH ASPHALT �0 PVMT. EDGE rn HC B0 18 24' 18, 5' 3 CONCRETE L-200 PAVEMENT HC ACCESS a0 AISLE 6' CONCRETE WHEEL PARKINT AREA REGULAR STOP, TYPICAL. PARKING m SPACE f / I DETAIL PLAN TRAIL HUB SCALE: 1" = 1 U PARKING AREA ACCESS ROAD, SEE CIVIL PLANS CG-6 CURB AND GUTTER. SEE CIVIL PLANS. u 6' CON WHEEL n STOP, TYPICAL. PARKII)IG AREA CONCRETE3 SIGN L- 02 KIOSK ASPHALT I I FLUSH WIP�MT. EDGE CG-12 C RB RAMP FOR AD ACCESS CONCRETE L-200 STAIR 18, A 24' 92 PLANTING AREA 18' CONCRETE SIDEWALK. FLUSH WITH ASPHALT PVMT. EDGE 911 PARKING AREA ACCESS ROAD, SEE CIVIL PLANS CONCRETE L-200 PAVEMENT 2 STAIR TYPE 2 L-200 0 5 10 20 0 6' CONCRETE WHEEL STOP, TYPICAL. DETAIL PLAN PROMONTORY LAWN SCALE: V = I 0 5 10 20 r'r ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 let 1] 1] J *R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com DAVID T. ANHOLD a r" Lic. No. 00311 1- w '4PE ARY DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: AS SHOWN SHEET NAME: LANDSCAPE SITE DETAILS c.Wsers\jenny mAanhold associates dropbmAanhold assocates dropbmAanhold team fokiefiprojectsl is if mn\01_ratlt02_sheetsU201 _detail_plan dwg SHEET NUMBER: L-201 February 26, 2021 © Anhold Associates 2020 SPACE EQUALLY 4' OC MAX STAIR LENGTH VARIES, REF. PLAN 2" DIA RAILING 8X8 PRESSURE TREATED POSTS. ATTACH TREATED 2X6'S WITH 3/8" DIA. CARRIAGE BOLTS, TYPICAL. 2X7 WESTERN RED CEDAR, CONTINUOU AT PERIMETER CONSTRUCTION NOTES: 1. POSTS SHALL BE RATED FOR GROUND AND WATER CONTACT. 2. PRESSURE TREATED FRAMING LUMBER SHALL BE #1 GRADE, KILN DRIED. 3. ALL P.T. FASTENERS SHALL BE SCREWS OR RING -SHANK NAILS. 4. WESTERN RED CEDAR SHALL BE #1 GRADE, KILN DRIED. FASTEN WITH DECKING SCREWS, MATCH WOOD COLOR. 5. STAIN 8X8 VISIBLE FACES TO MATCH WEATHERED CEDAR COLOR. 6. APPLY TWO COATS OF CLEAR STAINANOOD PROTECTOR TO CEDAR. 7. CONTRACTOR SHALL VERIFY ALL PVMT. SCORING LINE LAYOUT DIMENSIONS PRIOR TO CONSTRUCTION. BENCH DETAIL 1/2" = 1'-0" FINISHED GRADE, SEE PLANS FOR PROPOSED CONDITIONS �cN T-0" � SEAT, CONTINUOUS �✓ 0 2X7 WESTERN RED CEDAR, CONTINUOUS AT PERIMETER. 3/4" RADIUS ON EDGE. 9 u I 0 n CONC. PVM SEE DETAIL ; 1- T-0'' CONC. FTR. t SUB -GRADE, COMPACTED @ 95%. TYPICAL TRAIL SECTION 1„ = 11_01. 2X6 PRESSURE TREATED, TYP. 8X8 PRESSURE TREATED POST CONC. PVMT, SEE DETAIL ON -SITE RIVER GRAVEL CONCRETE FOOTER NOTE: 1. REFERENCE PLAN FOR TRAIL SURFACE MATERIAL. 2. REFERENCE GRADING PLAN FOR PROPOSED SLOPE CONDITIONS. 4"-VDOT 21-A GRAVEL, COMPACTED @ 95%. 8" DIA CONCRETE FOOTER 0 8 STAIR DETAIL TYPE 2 1" = 1'-0" 2" X 12" WHITE OAK TREAD 2' CORTENS CHEEK EDGE CRUSHER RUN 21A TOP OF GRAVEL 2" X 12" PT PINE STRINGER RATED FOR GROUND CONTACT ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o���PLTx of DAVID T. ANHOLD a r" Lic. No. 00311 1- w '4PE ARY DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: AS SHOWN SHEET NAME: LANDSCAPE SITE DETAILS - CONT'D c:Wsemsjenny mxanhold associates dropbortanhold assocates dropbortanhold team foldefiprojectstbiscuif run\01_raMO2_sheetsV202_details _ ialls_staiis.d g 0 Anhold Associates 2020 SHEET NUMBER: L-202 February 26, 2021 e CONSTRUCTION NOTES: 1. POSTS SHALL BE PRESSURE TREATED FOR GROUND AND FRESH WATER CONTACT USE. 2. ALL FRAMING LUMBER SHALL BE NO.1 GRADE, KILN DRIED, SOUTHERN PINE. 3. ALL FASTENERS SHALL BE GALV. SPIRAL NAILS OR DECKING SCREWS. 4. SIGN MOLDING SHALL BE FASTENED WITH SCREWS. 5. INSTALL SHINGLES ACCORDING TO MANUFACTURER RECOMMENDATIONS. 6. PROVIDE TWO COATS OF OPAQUE STAIN FOR ALL VISIBLE FACES. ROOF SHALL NOT BE STAINED. COLOR BY OWNER. 6'-8 1/16, 18", #1 GRADE, CEDAR SHAKES, FACE SPLIT, BACK SAWN. ON 30# FELT, ON 5/8" OSB, ON 3/4"X6" PINE BOARDS WITH ALUMINUM DRIP EDGE. DOUBLE 2X12 RIDGE BEAM. FASTEN TO POSTS WITH 3/8" GALV. CARRIAGE BOLTS. 2X6 RAFTERS. RECESS POSTS & FASTEN WITH 3/8" GALV. CARRIAGE BOLTS. 12 2X6 RAFTERS. RECESS FASTEN WITH 3/8" GALV. $ BOLTS. 0 0 o = o� 2X8 COLLAR TIE ON EAI POST. FASTEN WITH E CARRIAGE BOL i o 0 o. T-2" T-2" 3/4" MARINE GR PLYWOOD SIGN E I DOUBLE 2X8 VERTICAL CENTER OF SIGN B m I 1-1/2 X 3 CONTINUOUS RECESS BOLTS AT BACK OF p POSTS, TYPICAL DOUBLE 2X8 CROSS MI a. TOP & BOTTOM OF SK t" — — FASTEN WITH 3/8" GALV BOLTS. 0'-3' 8X8 POSTS GRAVELPAVEMENTV\ EDGING, SEE DE 4 CONCRETE FOO 4 d ° a N m a 4 a a. d. a p° Q i0 2'-6„ SECTION KIOSK DETAIL L-203 3/4" = 1' 0'-91, 0,-6„ 0'-6„ 1'-112" 1'-112" 1'-112" a ROOF FRAMING PLAN ran �r owr.ini r nn�r ELEVATIONAL SECTION ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN INITIAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com �tiALTH 0� �O UO DAVID T. ANHOLD 9 , 11-71 Lie. No. 00311 wG AP E DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: AS SHOWN SHEET NAME: LANDSCAPE SITE DETAILS- KIOSK c:Wsssm\jenny mxanhold associates dropbortanhold assocates dropbortanhold team foldefiprojectstbiscuif run\01_raMO2_sheetsU203_details _kiosk.dwg © Anhold Associates 2020 SHEET NUMBER: L-203 February 25, 2021 FINAL GRADE I ;AVATED 16" DEEPER GRADE AS EXCAVATED SLOPE P I 5:21311 n Z W TOILET / r\ Z z 0 U W Q WOMEN'S 1 3'-10" MECH. TOILET // O URINAL 225 GAL. SINK SINK SINK WATER TANK 4,500 USES LL T TOILET NOTES: PLAN VIEW V1. VAULT TOILET SHALL BE DURANGO II MODEL FROM GREEN FLUSH TECHNOLOGIES, WASHOUGAL, WASHINGTON OR APPROVED EQUAL. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN INITIAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com - NLTH 6; �O o U DAVID T. ANHOLD ,� Lie. No.00311 wG PE ARCS ' OCK DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: GRADE AS EXCAVATED NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SIDE ELEVATION VAULT TOILET DETAILS 3/8"=1'-0" 14' X 24' MIN. FOOTPRINT 8" MIN. LEVELING COURSE 3/4" MINUS COMPACT TO 92% MLD OR 1" MINUS WASHED ROCK LEVEL TO WITHIN 1/8" IN 10', ALL DIRECTIONS FRONT ELEVATION STAKED CORNERS LINE SCALE: AS SHOWN SHEET NAME: VAULT TOILET DETAILS SHEET NUMBER: L-210 February 25, 2021 c:WserMjenny cox%mholtl associates tlropbox\anholtl associates tlropbox anholtl team foltleAprojecoftscult run\01_cad%02_shests%1210_vault toilet tletails.tl ag © Anhold Associates 2020 PROJECT LIMITS 30 0 30 60 90 SCALE: 1" = 30' PROPOSED STORMWATER / PROPOSED LIMITS OF DISTURBANCE (TYP) / / / / / STANDARD CG-6 (TYP) / CONCRETE SIDEWALK ) / VAULT TOILET I / CONCRETE STAIRS I 1 R5 / 21 / RS / 39' / EW PAINT STRIPING / F BIOFILTER #1 :MENT EASEMENT 1 4 BIOFILTER #2 / / I t04 o LU JIW =Iw U = � N Q w �I� / I r2323 3� T402 DOM 41 14'17" W 54 RR !o v I + 00 ...... 200' LENGTH TAPER ' T12 \ �I I I \ _— ii I .w I 7ROPOSED NEW PUBLIC RIGHT-OF-WAY — I PROPOSED 20' WIDE PUBLIC DRAINAGE EASEMENT PR POSED ENTRANCE WALL IRS 61.61' WHEELSTOP (TYP) CONCRETE STAIRS CONCRETE SIDEWALK R514' PROPOSED LIMITS OF DISTURBANCE (TYP) 24 "— CONCRETE STAIRS / i PROPOSED 20' WIDE PUBLIC / DRAINAGE EASEMENT/ i PROPOSED 20' WIDE PUBLIC DRAINAGE EASEMENT PROPOSED WALKING PATH (TYP) CONCRETE STAIRS STANDARD CG-6 (TYP) "BISCUIT RUN" 1194.783 ACRES 90-6D DB 3835 PG 706 PROPOSED LIMITS OF DISTURBANCE (TYP) SOIL STOCKPILE LOCATION \ � I S 41 °30'31 W FIBER MARKER 124.78' Cj (i N.Ji' IRS INV. (528.70) MSP LJLJ TB74 (130.1T) VDH CMF _ - w NEW RIGHT TURN LANE I �} uINV. (526,51) � � h P EXISTING GRAVEL SHOULDER (TO REMAIN) ^�ry��p `Q EXISTIN� EDGE OF k, PAVE I NT Q-�Q �� STREET+ INV. (525.61) R _ STOP y�V T MSP o 0 650' SIGHT DISTANCE UI I p 0 TT II FIBER O MARKER ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 vr�'r ERIC W. WOOLLEY 9 LIC. NO. 37088 �IO NAL REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SCALE SHEET NAME: CIVIL LAYOUTAND UTILITIES PLAN dmwingl.Gwg APPROX. LIMITS OF NEW ASPHALT ALONG ROUTE 20 i1:14:19►LIJ51.1494 C-200 0 Um 1 re INV. (518,91) February 25, 2021 © Anhold Associates 2020 DATE 30 0 30 60 90 SCALE: 1" = OH \� — VA LIMITS OF NEW ASPHALT ALONG ROUTE 20 PROPOSED BLOCK WALL APPROX. LIMITS OF MILLING AND REPAVING EXISTING ROADWAY 66' N � O VDH CMF G 355 - - HWPB I PG 43 p AD.. - VAMAB + -_- R2539' DB 288 P HWPB 1 PG 4g D B 288 PG 331 - , 1DTH I2/yy) O - B 1077 P6. HWpI3 40 0 PROPOSED LIMITS OF DISTURBANCE PROPOSED BLOCK WALL STIR 8B PIPE EXTENSION 86 9.5' LENGTH — — � GA I PG 3g — 81' S 460 — — — — 06'11" bV 198.51 R3976' _— L0 O O CMF 4. 'o 0 N w (j ZIw =�w U = � N Q w SIN STIR 8A / PIPE EXTENSION / I 21" DIA. PIPE 24' LENGTH i I SP71 (DOM) M I �75 AMP IRS 6 41 °14'17" W RS V M 62 3 RDH CMF S 34°02'34" W 114.96' 0 690' SIGHT DISTANCE + R977' LP 6 I IRS 179' INV. (494.94) ' 200' o. INV. (491.78) ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY AN HOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 woolley-eng.com 'CH OF ( I ERIC W. WOOLLEY� A LIC. NO. 37088 a REVISION: NO. DESCRIPTION DATE SCALE: ill = 30 SCALE SHEET NAME: CIVILLAYOUTAND UTILITIES PLAN dmwingl.Gwg © Anhold Associates 2020 i1:14*1111.018V1.141; C-201 DATE February 25, 2021 \ � SCALE: 1' S �0' C•ONTOUR INTERVAL = 2�_ I I I \ \ \ \ \ \ ALBEMARLE COUNTY / --��" I I I I I I I I I 1 \ \ I \ CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 I 1 \ \ \ \ I I I I \\ \ \ \ \\ \\ \� \\ \� �� ADDRESS DI26 (DI-7) % \ \ \ \ \ \ \ \ \ \ \ \ - \ \ - _ \ \ \\ BISCUIT Rim = 559.>50 NVOut-546.0 / / / / \� �\ \ \ III \ � \\ \\ `\\ \\ \\ \\ `\\ \ \\ �\\ / / / / \v/ I I / / / / I 1 \ \ \ \ \ \ \ \ \ APPROXIMATE`LIMITS OF GRAPIING (TYPj \ \ \ \ \ \ \ \ RUN \ \ \ \ \ // ) / o \\ \� \\\ \\ \\ \\ \\\\ \\ \\\ �\ `\\ �\ \ PRELIMINARY ANHOLD ASSOCIATES "B,tSCUIi`RUN" \ \ \ 1194:78311 Rockfish Gap Turnpike e s ss \ \ \ \ \ \ \ 11 \ 90-6D\ \ \ \ \ - - _ _ Greenwood, VA 22943 706 434.882.3420 ( ) l \ \ - - _ anholdla.com Rim = 547.0&-/� x - - - - - - // /' ' // // // INV Oyt-=543.00 JWIn=543.2b So WOOLLEY ENGINEERING If 210 5th Street NE APPROXIMATE LIMITS OF DISTURBANCE (TYP) \ `\ Charlottesville, VA 22902 434.973.0045 woolley-eng.com i Rim -543.00 /' /' /' /' I INV Outl- 539 601 I o INV In=539. 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I0 I ` PhLyo - /P/RO/P/O/S /5S/ENTRANCE WA i I 1 \\ \\-----S130NV 1n = Sd 9.20 '30^ I FIBER y/MARk E�RI 24.78',h --------- c4` DI 6DI 7) ry / \ I I 1 \\ \\ - SVz ;°87o)/ 519+ Rim 516.50 R() ")/ _ INV Out =513.00 \ - N �/� / / / /- \ I I I \ \ -----' (1�0117') INV In � 513.20 w / I \ v - - - VDH GMF .� +Sig/ \ PROPOSED DI7 I-7) y_ // / / / X \ l 1 I \ _�-_� - -\ S08 S� / 51 / I // ( EaRANCEWALL \ [-6 - Rim =-9 00 / / / 7// \ l \I I I \ \� \ �'----------- I / T _� Pd✓Out = 513.50 - / / / / // \ 1 �� _ ' _ 548-9�(TO�'R6)--_-- - 5 ---_ ��� 47' - 1 HDPE 7 _ l / _ - / / T \ 2 °5T16 V� / k utfalll ES\l,1 NV.52651 I \\ �c1Z -� 52 �20 r-IRS _- - 134'-18"HDPE �/ `� V \ jRm 513.00 \ \ \\ -\_ \�\ /� I ?A.Z10, I I 1 \ \ / 520 --- --- - - _ - �N_ (51l 02 ) FIBER _ 518 ---- -- _ ` - - - - - - - \ \ 54.66 RS !y - - --- \ IRS ° ,3 514 _.........._..� �..._ ------ --- ---- ,� --- I � R / I 1 �1A KER \ \ - 512 - - --- _ --_ \ 4Q7 Q /5 \ S EEi+W. (25.61) \ \ �nN� STOP oj�� \ \ .I\I 0 MSP - - - -- - DI 2 (I DI 3 (DI-3C, 6') DI-/3B, 6' - - �' - - _ _ - tin - - - - _NP - - - - Outfall5 (ES-1, 15") - - - - - _ _ _ _- - / I Rim = 514.00 Rim = 517.50 Rim S'i 9.60 T INV Out = 513.50 INV Oft 512.60 INV InC512.80 \ - - VA SEC. RTE 20 - -�SCOTTSVILLE I ROAD" -(VARIABLE\ / N / WIIDTHR/VV) \ -_ _-_ ____ __ __ DB285 G355-HWPBIPG45 DB%7gpC, _ ---�- --- _� `\ \ \ \ --�--�'--- ------------- --- ----- P � ------ \ --- - -INV. (506.72) \ ---- _-- - - - -----__ --__ --_ _ -- ---_ T---------------- - _ �fl --- -- ------- -''r-= --_--� --- ------ ----- ----- J------- -- _-_ - ---- ----- INV. (518.91�---------- dmwingl.dwg © Anhold Associates 2020 r OF v jjj ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL E% REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: GRADING AND DRAINAGE PLAN .1:Ia:19.Ln&laa:4 C-210 DATE February 25, 2021 CONtT91R 11°RVALO= 2' /I STEEP �61PE$ OVERLY (TYP) PROPERTY�BOUNDARY� rYP- LLJ _04 PROPOSED' LOCK WALL \ \ \ \ \ / / / / / — w I,rA SEC, RTC I \ \ \ \ \ EXTEND €XISITNG PIPE BY ADDING 9.5' OF ADDITIONAYPIP ING / / / / \ \ \ / / / / / / i ' I p \ \ \ / / \ I \ / < / / \ / / i / Q w C4 \ \ \ \ — — — / // / \ \ \ I I / APPROXIMATE LIMITS OF DISTUR ttN�E (TYP) / // / / / V) / PROPOSED 1LOCK WALL STIR 8B 4 PIPE EXTENSION \ \ I \ \ \ APPROXIMATE tIMLTS OF GRADING (TYU i 9.5' LENGTH \ I I ( \ \ \ \ \ \ / /PTPEBEXTENSION — —\ / HB i I \ \ \\ \ \ \ 21" DIA. PIPS — — 20 — p� C 32gH�SWCpO�T �G 43 DOAD". ARIAB E WIDTH —�� --- \ 92 — IDH.CtifF / — — — _ _y — \ L 24' LEN+;TH \ lZ/p6 1 p(3 �5 OB PG 331 . Hy�pB 1 pH \ \ ���—_ 6 _ — — \ _ \ \ \ \ EXTEND"EDCISITNG PIPE BY ADDING 24 OF 21" DIAMETER D.I PIPE / / / y \ \ \ \ \ \ \ \ PG 106 - H Wp� Xl p 40 \ \—Z _ — — — — — _ _ — — - — q9 494 �� I \ \ _ \ GA \ \ \ —� — �i \ _ 11" 8. 05- 0 \ 506— _ / i/ °1 54.66 502 IRS —_ INV.(494.94) i O — — — — — — ---- —_r �� \ --— — — — — — — — ------ — — INV. (491.78) ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com r OF v�'r jjj ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL E: REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: GRADING AND DRAINAGE PLAN SHEET NUMBER: C-211 dmwingl.Gwg © Anhold Associates 2020 DATE February 25, 2021 PARK ACCESS ROAD: PHASE 1 I PI Sta fi 11 16.90 I , N = 38806 38I I A �E-�--= 114 06 \ \ �9�00 N 54'28'4 \ / PVSta 11+7 15 / S 1, 6.90 FT / N = 8070 \ - - 0o v 14gp.48 E 1652.48 00 02'23"R PRO P (SEE H S D NEW PARKING LOT TS C-501 AND C-502 I FO P N AND PROFILE) \ EOP Sta 11+62.68 o 0 rt = PI Sta = 10+00.00 I N = 3880564.46 E = 11480730.51 11 0 PROPOSED NEW / 60' RIGHT OF WAY / \ I / = I 00'00'00"R T ya oo \ X y� S ors �\ j l a 00 \ CIRCULAR Da = 51°06'15° Dc 52'58'14" I = T = 75.13 PROPOSED WALKING ! / / R = 112.12 PATHS (TYP) < L = 132.38 \� I ID A 00 C = 124.82 E = 22.84 / O No .- M = 18.98 0 I CENTERLINE OF PROPOSED 00 / \ \ FUTURE ROADWAY EXTENSION m I r \ / I I \ o N 73'12'43,, E i o 0 I \ _ 509.06 + - I 00 \ \ FT- o SCALES: 1"=30'HOR I I 1 = 5' VER i PHASE 1 FUTURE EXTENSION / 560.00 560.00 ,/ / / o ,/ o 555.00 o + � � o 555.00 w / o CD u N PROPOSED GRADE ATCENTER INE �i + N cn w 550.00 F z_ �' �' � 1 00 � a a 550.00 VPI STA = 10+35.00 VPI STA = 10 - 95.00 VPI STA = 11+70.00 010 /// 0 11 w VPI EL = 516.46 VPI EL = 519.46 VPI EL = 526.96 o O� / 545.00 g1 = -2.08% g1 = 5.00% g, = 10.00% 0) / > > 545.00 _ _ =/ CURVE LEN = 20.00 CURVE LEN = 100.00 CURVE LEN = 50.00 I / K=2.82 K=20.00 K=10.00 / E=0.18 E=0.63 E=0.31 < / 540.00 // 540.00 o > / 00 �o � / o cow _- + 17 // EXISTING RADE AT CENTERLI N 535.00 II 1 0 (D o " 535.00 II wQ + � _ - - - - - - - - / < d� ���' �i I _+ II U 530.00 a < > Ld a- 530.00 0 0 co oLd F w o O O L(i N (6 L i 525.00 0 _- 1 '0 0 525.00 II II /II w /< 11 .0 o 1 o o < (Ln A W < V7 > / (A+ 0.w 520.00 a > / " t^ 520.00 m m Ln �� 0')/ _ -2.089; / 00% N N � Ln 0) I H N N N N (0 � c0 (0 - Lr) Centerline 5• O 4 a Q6 C6 (6 O N� cKj C6 / Ln \/ Ln N Ln N Ln > Ln n Ln ro Ln Ln Ln Ln C0 Ln C0 Ln C0 Ln Co Ln (.0515.00 Ln 51 5. 0 0 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ALBEMARLE COUNTY CLIENT 401 MCI NTI RE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 H OF vJ�'r ERIC W. WOOLLEY A LIC. NO. 37088 3'I0 NAL 'OAC�$�W REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: ROAD PLAN & PROFILE MER IT9115'r-ITMIMMraw.413011 SHEET NUMBER: C-500 DATE: DATE February 25, 2021 PARKING ACCESS ROAD (SHEET 1 OF 2) CIRCULAR PI Sto = 31+92.68 CIRCULAR \ Do = 14'41'28" N = 3880844.35 Do = 260'26'07" PI Sto = 33+32.49 \ 30P = 25+00.00 I Dc = 14'43'54 E = 11480450.72 Dc = 00'00'00" N = 3880731.22 \ N E = 3880682.27 = 11480649.54 = I = 72'35'49"R T = 22.00 E = 11480533.16 0 0 0 0 0 0 0 0 90.00 R= 22.00 I= 90'00'01 "R / li L o a / PI Sto = 25+43.05 \ D E 4 1.7 9 9 o 0 C = 34.56 N = 3880683.16 \ / (Ao M=75.68 = 0o M=6.44 911 E = 11480606.51 I= 43'57'51 "L \ \ o �o C o / v o S 36044g» PI\Sto 271l+18.63 / ��� N- 38 678.22 c' 0 1-2. n O E = V14 460.42 W a IIC6 13g 98 FT f cj 1 = 00'00 0"L / �°' < m 0 Cs / Ow + 0)oN N i II II PI Sto = 28+50.68 N = 3880784.94 r to co 3 \ / �o / �\ o a A O Dp / CENTERLINE OF PROPOSED 50 QO o v> o 0 0 w E = I = 11480382.65 72'35'49"L 0 5.04 '-' /"D PT �%St0 St FUTURE ROADWAY EXTENSION \ I 0 o o 0 / /� 25+�6 5+=4 a o �_____ / (SEE SHEET C 500) Q �, - - '/�/ CO CIRCULAR i o v Do = 71*37'11" _ o 21 co'n / o �� W /N ~/ y I I Dc T= = 77'21'52" 32.29 N R = 80.00 o s0 �£'! N co /a L = 61.39 0 9b M 00 t' C = 59.89 «6ti"o 80 I I I E = 6.27 N �Z'96 M =5.82 / CIRCULAR M Da '17'p Dc = 19'1117" 0 \ . rCP iv /� PI Sto = I26 1.6 T = 220.36 OD + n, N = 3880600 4 V- -77 R = 300.00 rn INTX N = = 27+18.63 CIRCULAR E= 1148 3880678.22 51 Dc 81'51'04" 9 I X� L = 380.12 C = 355.19 v v/ E = = 11480460.42 I 96'418 Dc = 91'10'10" v 0 \ cP E = 72.23 T = 78.69 I I M = 58.22 I / R = 70.00 L = 118.13 C = 104.60 E = 35.32 /) I - -- - - M = 23.48 \ �3 0 Lb _ SCALES: I / \ 1"=30'HOR 1" = 5' VER I 1 1 o 0 n Uj LO z + "' O 565.00 N J VPI STA = 30+ o.00 a 565.00 r' Q g1 = 5.00% z N II > g2 = -4.50% z II w a- CURVE LEN = 1 0.00 OV 560.00 cn a- rn K= 10.53 o 560.00 U a 0) p > PROPOSED GRADE ATCE TERLINE EXISTI G GRADE AT CENTERLINE Ln u 555.00 0 4 o N w � _ _ w 555.00 VPI STA = 25+17.00 + `OLc) V I STA = 25+57.00 o c^o + In > // `\ w VPI EL = 524.67 N J V I EL = 526.67 L6 � 00 � gl -2.00% w g= 5.00% + Ln II J 5.0 o// \ 550.00 g2 5.00% > g = 10.00% VPI STA = 27+00.00 N II II a w / \ \ 550.00 CU VE LEN = 10.00 N C RVE LEN = 70.00 J a �' q K 1.43 a K= 14.00 g1 = 1 .00% a o _�� o � E 0.09 > E = 0.44 g2 = 200% N > >----SQL - - - --- oM o+ + --- o N CURVE LEN 80.00 --- 545.00 4 K= 10,00 > M � Ln uLn Loo0) 45.00 cNi c'l_nFo / a / H J N VPI STA = 29+60.00 N W o o L`' 2'00% / VPI EL = 549.92w _= a o 540.00 C:) g1 > > > > oN am 540.00 2 5.00% J a ,� / CURVE LEN = 10.00 M W > - �� - - ---\N _ II / L K 20.00 0 o 0 E 0.01 II 535.00 00 0 'co r" F- N a > - - - - - _ - n ^ VPI STA = 28+10.00 ~ N 535.00 � VPI EL = 543.17 > Q �Q Q ` II LO g1 2.00% > + N O II g2 4.50% `q c II w oo < J CURVE LEN = 50.00 530.00 II J + �' a W s K 20.00 530.00 a N co (6 E 0.16 J I I a0 Q m H (n J W 525.00 Center 2.00 ,5. % a a tn 525.00 O rn tn + N N r7 O N N O (00 N a N Ln Ln O Ln C6 O O rn o O O 520.00 N Ln N Ln rn Ln Ln Ln �, LO Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln 520.00 24+00 25+00 226+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 ALBEMARLE COUNTY CLIENT 401 MCI NTI RE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 H OF ERIC W. WOOLLEY A LIC. NO. 37088 st 0 NAL ����$�W REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: ROAD PLAN & PROFILE MEM, iTd15'r_TMIMF[awZ13011 SHEET NUMBER: C-501 DATE: DATE February 25, 2021 PARKING ACCESS ROAD (SHEET 2 OF 2) BOP = 25+00.00 PI Sta = 33+32.49 PI Sta = 25+43.05 / / \ N = 3880682.27 \ = 11480649.54 r CIRCULAR Da = 14'41' 8 CIRCULAR N = 3880731.22 N = 3880683.16 D 4'43'54" Da = 260'26'07" E I = = 11480533.16 E = 11480606.51 90'00'01"R I = 43'57'51"L \ T = Dc =00'00 00' \ CENTERLINE OF PROPOSED FUTURE ROADWAY EXTENSION L = 390.00 = 494.15 PI N E Sta = 31+92.68 = 3880844.35 11480450.72 T .00 R 2.00 CIRCULA w o L (SEE SHEETC-500) C = 461.75 = L 3 . Da� 71' '11" < o I = 72'35'49"R 6 \ '21'5 ��« y o E M = 93.90 = 75.68 = Dc = \ �T = .29/ � u C� 1 O p p o 0 _ o D o e R 80.00 \ 70) PROPOSED WALKING 0 0 0 6 39 \/=.59-8914 s 1 PATHS(TYP) o 0 0 0 E 6.27 to 2 \ o PT y I w S 36'04'49" E w M= 5.82 N 0 o 139.98 FT o \ / g6 Pit=25+8= \ \ �p y 1 � - N -A \ l o y t - d % 1 cn � PI Sta = 27+18.63 9y7 I c° cn `4 N = 3880678.22 PI Sta = 26+61.65 1 n PI Sta = 28+50.68 (n j o II E = 11480460.42 \ N = 3880600.44 / I N N = 3880784.94 ° /------- ° �/ o ° I = 00'00'00"L \ E = 11480517.09 N a I E = 11480382.65--------� � I \I = 96°41'28"R N 11 p I= 72'35'49"L o e Q- I 11 N o a o GP 0 0 o cn 00 t£ 9E) S� \ o cc)1H �Z 1 N 1 Op I SO'Z2 l - + - - 0 5 t,, � o „6t,tO.92 N c-4 L3 \ rn CIRCULAR a Da EOP = 34+13.04 Dc = 81'51'04" = 91'10'10" \ _ N = 3880678.22 T = 78.69 \ E = 11480460.42 R = 70.00 I \ L = 118.13 C = 104.60 N ° E = 35.32 CIRCULAR fll II M = 23.48 / I i -7 00 Dc = 19'11'17' T = 220.36 I + � ro --- ` - J o91 R = 300.00 t� L = 380.12 '� / N SCALES: C = 355.19 I i \/ \ 00 1" = 30' HOR \ E=72.232.23 \ 1" = 5' VER M = 58.22 \ \ VPI STA = 33+10.00 VPI EL = 545.57 560.00 g1 -4.50% 560.00 2 -5.95% CUF VE LEN = 20.00 EXISTING GRADE AT CENTERLINE K E 13.79 0.04 555.00 -- _ _ _ o 0) 555.00 Centerline -� o It Ki It O 00 ro 550.00 \ \ � s� Q w o � �' 550.00 O N > In II w O �_- L7 > M � \ N > 545.00 II `n a 545.00 Q H J I I PROPOSED GRADE A CENTERLINE 7 > > o 2.077 540.00 o N o `� 540.00 M + O� \ Z to \ O Q II LO 535.00 a V) w < n 535.00 > > a a VPI EL = 542.00 Z > > g1 = -5.95% t OU g2 = -2.07% 530.00 O CURVE LEN = 60.00 N J w 530.00 0 0 o E = 0.29 w w Ln U H w 525.00 = 525.00 w w Ln 520.00 520.00 m N N N 00 II) Ln O N r7 4 O Q6 r6 515.CS LO Ln Ln U-) 515.00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 ALBEMARLE COUNTY CLIENT 401 MCI NTI RE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 H OF ERIC W. WOOLLEY A LIC. NO. 37088 st 0 NAL ���;W REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: ROAD PLAN & PROFILE [o ERITdrr_R1MRSawZ1➢z11 SHEET NUMBER: C-502 DATE: DATE February 25, 2021 w z_ J m rr U 8' SIDEWALK INSET A LLJ z_ J m U 3.� MPX 18' PARKING SPACE 1/4" : V NOTE: SIDEWALK AND CURBING OCCURS FROM STATION 27+00 TO 29+00 & STATION 30+00 TO 33+00 ONLY. OTHER STATIONS WITHIN PARKING LOT CIRCULATION DO NOT HAVE CURBS OR SIDWALKS. (SEE PLAN) 12' WIDE TURN LANE INSET D w z J U F 0 INSET C ILI 24' DRIVE AISLE PAFRKINC ACCESS FROA1D PARKING LOT SECTION (STA. 27+00 to 29+00 & 30+00 to 33+00) 60' WIDTH RIGHT OF WAY 1 VARIABLE WIDTH TRAVIELWAY (24' - 30' WIDTH) 1 /4" : 1' 1/4" : 1' PARK FROA[::) PARK ROAD ENTRANCE (STA. 10+00 to 11+50) — AREA TO BE MILLED AND REPAVED (SEE PLAN) I 12' TRAVELWAY VARIABLE WIDTH PAINT STRIPI (0' - 12') EX. 12' TRAVELWAY EX. ROAD SLOPE 18' PARKING SPACE INSET B w z J 2 U F- 0 FX SyOUtOFR '1�qX INSET A INSET B INSET C INSET D PROPOSED NEW IEX. ASPHALT TO BE \ ASPHALT (SEE PLAN) I MILLED AND REPAVED n.t.s. 0 0 2" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A 0 6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A OSTANDARD CG-6 SEE TYPICAL DETAIL ®CONCRETE SIDEWALK SEE TYPICAL DETAIL OEXPANSION JOINT 112" EXPANSION JOINT WITH JOINT SEAL AT SURFACE ©SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS 0 2" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A 2)1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A O3" ASPHALT CONCRETE BASE COARSE TYPE BM-25.OA ®6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A OSUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS O1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A O5" ASPHALT CONCRETE BASE COARSE TYPE BM-25.OA O6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A ®SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS 0 1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A (2)7" ASPHALT CONCRETE BASE COARSE TYPE BM-25.OA O6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A ®EX. 1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A TO BE MILLED AND REPLACED (SEE PLAN) OTACK COAT OVER EX. CONCRETE BASE COURSE (TO REMAIN) ©EX. AGGREGATE BASE MATERIAL (TO REMAIN) OSUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY AN HOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 woolley-eng.com �LTx of ERIC W. WOOLLEY� A LIC. NO. 37088 a REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: ROADWAY DETAILS SCOTTSVILLE FtOA[D (F1OUTE 20) ROAD SECTION (STA. 42+94 to 44+95) d.Mmg1.dwg © Anhold Associates 2020 SHEET NUMBER: C-503 DATE: DATE February 25, 2021 \♦ 1 C/`l / \\ // 1 % � / l l I l % l / l % / / l / l I I 1 I I I ♦ � , �\ l \ / � / l l l I I I l l l l / / � j / l l � l -/ � I ------------------------ 0 60 120 180 SCALE: 1" = 60' CONTOUR INTERVAL = 2' �� ♦ \ \ \ I 1 I \ I 1 I I I I I I I I I I / / �Oleo* `\� \\ \\ \\\ \ 1 \ 1 I \ 1 I I I I I I I I I I I ■� ` `� `\` `\\\`\ \\` \\\ \\\ \\\ \` \\ \\ \\ \\ \\ 11\ 1 I 111 I I I I I I I I T/���•� 1y.� \\\\ \\\ \\\ \♦\ \ \\ `\\ \\ \\ \\ \\ \\ \ 11 I 1 II I II I II I I Iyy ♦I 11 11 \ \ �\ `\ \\\ \♦\ `�� \\\ \` \\\ \\\ \\ \\ \` \\\ \\ 1 111 II II II II II 11 T• 1 1\ \\ \\ \ •• \\ \ ` � �� _ �� `. `\\ \\\ I 11 1 I 11 11 11 11 I 1\ 11 \ \�• `\ \ \ `\ ♦ ,. \ \\ \\ \\``\ •♦ \\\���___-`------ ----- ``\`�` \ I 1 I I I I I ; 11 1\ 1\ \ \ \ ♦ \ \ \ \\ \\ \ \\ \\ `.\ `�\ \ \\ ♦\ -- -�\ \ \ \ 1 I I I I I I 1 \ \ \ \ \\ ♦ `\ \ \ \ \ \ ` \ `\ \ \ 1 I II I 1 I , I I 1 \ \\ \\ \ \ •\\ \ \\ \ Y \\ \\ \\ `\ ` \�` ♦ ``\ \\`\\ \\\ `\\ `\ \\ \I 11 I I 11 11 11 I 11 \\ \ \ \ \\ • ` \\ `\ \\ ♦ \ \\ \ \ \ \``\ \``♦ \♦ `\\ `♦`\ `�______________' ''----------- \ 1 I I I I 1 I I \ \ \ \ `\ \ \ \ \\ \♦ ♦` \\ \ \\ \\ \ \ \ 40 \ � _� , '' � , / 'ice / I I 1 I I I I I 1 , 1 \ ` \ \ \ \ ` � `\ `\ ♦ \ \ \ \\ ��� ,' '' ,' /'� �/// I / 1 I I I I 1 I I 1 1 1 I 1 \ \ \\ ` 11 \ ` ` \ \\ \ \ • \ `\ ■ \\ \ \ ♦ \ \ \ I I \ I \ \ \ \ ♦ \ \ \ \\ \ \\ ��� ---_ � �' / , ' / �� ' ' I I 1 I I I 1 I 1 I 1 1 I I 1 I, \ \ \ \ \ \ \ \ \\ `♦ \\ yy ♦\ �\ \\ \\ \\ \\ ♦ \ -_----------- -_ �'"i''i �/ ",�/ \\ \ 1 11 11 I I I 1 1, \\ \ \\ \\ \♦ \\ \\ \\ \♦\ �\ �\ .\\ \\ ` ``\ �� _ ----------------------- .' �' :' ' �' 1 / `\ \ I 1 1 1 II 1 `\ \ \ \ \ \ ♦\ \ \ \ 1 - - - - I I 1 \ \ \ ti TU ��''" �� �" /� \\ j � 11 II 11 1 11 11 1 11 1 \\ `\ \ \\ \\ \\ \\ `\ \\ \\ `♦\ ♦\ \` \'`\ \`\ \ •\ � �� �� \ m -- _ DRAINAGE DIVIDE (TYP) \ \\\ ♦R. ♦DA2 DA 20 --------/'' DA 19.. \`♦\\\ ` �`� \`�� \\ \`BISCUIT RUN' `\ `♦\ \ _ ♦-------- 119 .T83ACRES ♦ ` ♦______- 90-61) �� 'i ♦ `� DB 3835 PG 706 \ _♦ \\ / .r---------------- a_ \ ----------------- i DRAINAGE AREA EXHIBIT - POST CONSTRUCTION DA AREA (SF) AREA (AC) IMPV (SF) IMPV (AC) % IMPV PERV (SF) PERV (AC) % PERV Weighted C STIR DESC. DS STIR 2 6534 0.15 6534 0.15 100 0 0.00 0 0.90 DI-36, 6' STIR 2 3 3617 0.08 2497 0.06 69 1120 0.03 31 0.73 DI-3C, 6' STIR 3 6 6308 0.14 902 0.02 14 5406 0.12 86 0.43 DI-7 STIR 6 7 8935 0.21 1513 0.03 17 7422 0.17 83 0.44 DI-7 STIR 7 10 4775 0.11 1859 0.04 39 2916 0.07 61 0.56 Di-7 STIR 10 11 14110 0.32 3325 0.08 24 10785 0.25 76 0.48 DI-7 STR 11 13 15438 0.35 1849 0.04 12 13589 0.31 88 0.42 DI-7 STIR 13 14 19550 0.45 1558 0.04 8 17991 0.41 92 0.39 OVERLAND OVERLAND 15 3921 0.09 3921 0.09 100 0 0.00 0 0.90 DI-36, 6' STIR 15 16 8310 0.19 8310 0.19 100 0 0.00 0 0.90 DI-36, 6' STIR 16 17 8321 0.19 1158 0.03 14 7164 0.16 86 0.43 DI-1 STIR 17 18 10486 0.24 10486 0.24 100 0 0.00 0 0.90 DI-313, 8' STIR 18 19 13642 0.31 4548 0.10 33 9094 0.21 67 0.53 DI-1 STIR 19 20 20317 0.47 891 0.02 4 19426 0.45 96 0.37 DI-1 STIR 20 22 3526 0.08 3316 0.08 94 210 0,00 6 0.87 BIOFILTER-1 1310-1 23 4339 0.10 2143 0.05 49 2196 0.05 51 0.62 BIOFILTER-1 1310-1 24 52310 1.20 437 0.01 1 51873 1.19 99 0.35 PIPE ES - 25 100260 2.30 0 0.00 0 1002601 2.30 100 0.35 PIPE ES 304701 6.99 55249 1.27 249452 5.73 BIOFILTER-2 BIOFILTER-1 ` I ------------------- „$ BIOFILTER # 1: LAYOUT SCALE 111 = 20' 0 z I 0 J RIPRAP OUTLET / PROTECTION / / / BIOFILTER #1 (MINIMUM 286 SF) SEE C-610 FOR SIZING CALCULATIONS SC� OALE R #20GRADING� BIOFILTER #1: LANDSCAPE SCALE 111 = 20' BIOFILTER LANDSCAPED WITH SHRUBS AND GRASSES OO lam) BIOFILTER #2: LAYOUT SCALE 1 " = 20' PRE-TREATMENT CELL "A" PRE-TREATMENT CELL "B" 464 CF � 188 CIF / I I uI I > I <I o I I � I / BIOFILTER #2 (MINIMUM 2,559 SF) SEE C-610 FOR SIZING CALCULATIONS BIOFILTER #2: GRADING SCALE 1" = 20' s� �0 A 519+ s `0 I I \ \ � I oo � I � I 519+ / I / +519 S� r IRS ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY AN HOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 woolley-eng.com �LTx of L) ERIC W. WOOLLEY � A LIC. NO. 37088 a REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: STORMWATER MANAGEMENT PLANS �1714:1i.LIJu1.141; C-600 DATE: DATE February 25, 2021 © Anhold Associates 2020 dmwing1.Gwg Virginia Runoff Reduction Method Worksheet DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3.0 BMP Design Specifications List: 2013 Draft Stds & Specs Site Summary Project Title: Biscuit Run Park Date:44249 Total Rainfall = 43 inches Site Land Cover Summary A soils BSoils CSoils DSoils Totals I %of Total Forest/Open (acres) 1 0.00 1 0.00 1 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 1.92 0.00 0.00 L92 57 Impervious Cover (seem) 1 0.00 1 1.47 1 0.00 0.00 147#14303.390 Site Tv and Land Cover Nutrient Loads Site Re 1 0.53 Treatment Volume ft' 6,463 TP Load (lb/yr) 1 4.06 TN Load (Ib/yr) 1 29.05 Total TP Load Reduction Required(Ib/yr) 2.67 Site Compliance Summary Total Runoff Volume Reduction(ft') 3,874 Total TP Load Reduction Achieved(lb/yr) 2.74 Total TIT! Load Reduction Achieved(lb/yr) 20.00 Remaining Post Development TP Load 1.33 (lb/yr) Remaining TP Load Reduction (lb/yr) 0.00 Required Drainage Area Summary " TARGET TP REDUCTION EXCEEDED By 0.06 LB/YEAR'• D.A. A D.A. B DA C D.A. D DA E Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 0.06 1.86 0.00 0.00 0.00 M292 Impervious Cover (seem) 0.13 0.87 0.00 0.00 0.00 Total Area (acres) 0.19 2.73 Q00 Q00 Q00 Drainage Area Compliance Summary D.A. A D.A. B DA C DA D D.A. E Total TP Load Reduced(Ib/yr) 0.28 2.46 0.00 0.00 0.00 2.74 TN Load Reduced(lb/yr) 2.03 17.97 0.00 0.00 0.00 20.00 Summary Print Virginia Runoff Reduction Method Worksheet Drainage Area A Summary Land Cover Summary ASoils BSoils CSoils DSoils Total %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.06 0.00 0.00 0.06 32 Impervious Cover (seem) 0.00 0.13 0.00 0.00 0.13 68 L 0.19 I BMP Selections M an aged To rf Impervious TP Load from Downs4am BMP Treatment Untreated TP Loed TP Removed TP Remaining Practice Credit Area Cover Credit { ,) Volume ft Upstream to Practice Ibs ( ) Ib r ( N) Ib r (H) Treamentm he acres Area acres Practices Ibs Em I ed 6.b. Bic retention #2 or Micro-Bioretention 0.05 0.13 484.61 0.00 0.30 0.27 0.03 #2(Spec#9 Total Impervious Cover Treated(acres) 0.13 Total Turf Area Treated (acres) 0.06 Total TP Load Reduction Achieved in D.A. Ib r 0.28 Total TN Load Reduction Achieved in DA. Ib/ r 2.03 Drainage Area B Summary Land Cover Summary ASoils BSoils CSoils DSoils TaeI %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 1 0.00 1.86 0.00 1 0.00 L86 68 Impervious Cover (seem) 1 0.00 1 0.87 0.00 1 0.00 0,87 32 I a I BMP selections M an aged To rf Impervious TPLcfrom Downstream BMPT._m ent Untreated TPLoad TPRemoved TP Remaining Practice Credit Area Cover Credit Volume{ft') Upstream to Practice (Ibs) (Ib/yr) (Ib/yr) Treament to be acres Area acres Practices Ibs Empliwed 6.6. Bioretention #2 or Micro-Bioretention 1.82 0.9 4,424.97 0.00 2.78 2.50 0.28 #2 (Spec #9 Total Impervious Cover Treated(acres) 0.87 Total Turf Area Treated (acres) 1.86 Total TP Load Reduction Achieved in D.A. (lb/yr) 2.46 Total TN Load Reduction Achieved in DA. (lb/yr) 17.97 Summary Print Virginia Runoff Reducton Method Worksheet 1-yearstorm 2-yearstorm 10-yearstorm Ter et Rainfall Event in 3.03 3.67 5.55 Drainage Areas RV&CN Drainage AreaA Drainage AreaB Drainage AreaC Drainage AreaD Drainage Area CN 86 73 0 0 0 RR ft' 393 3,480 0 0 0 1-year return period RVwo RR iwaini 1.69 0.88 0.00 0.00 0.00 Www RRlwa-ini 1.12 0.52 0.00 0.00 0.00 CN adjusted 77 65 0 0 0 2-year return period RVwo RR iwaini 2.25 1.30 0.00 0.00 0.00 Www RRlwa-ini 1.68 o.94 0.00 0.00 0.00 CN adjusted 79 67 1 0 1 0 1 0 10-year return period RVwo RR iwaini 3.981 2.72 1 0.00 1 0.00 0.00 WwRRIwa-ini 3.41 2.37 0.00 1 0.00 0.00 CN adjusted 80 69 0 1 0 1 0 Summary Print LEVEL 2 BIOFILTER #1 CONTRIBUTING DRAINAGE AREA (ACRES) 0.18 SIZING (FT : DESIGN SURFACE AREA 286 STORAGE DEPTH (FT): A: MEDIA DEPTH 3 B: GRAVEL DEPTH 1 C: SURFACE PONDING 1 EQUIVALENT TOTAL DESIGN STORAGE DEPTH 2.15 ELEVATIONS (FT): SOIL MEDIA - TOP 544.0 SOIL MEDIA - BOTTOM 541.0 GRAVEL LAYER - TOP 541.0 GRAVEL LAYER - BOTTOM 540.0 TARGET REQUIRED TREATMENT VOLUME Tv (FT') 492 LEVEL 2 BIOFILTER #2 CONTRIBUTING DRAINAGE AREA (ACRES) 2.73 SIZING FT DESIGN SURFACE AREA 2,559 STORAGE DEPTH (FT): A: MEDIA DEPTH 3 B: GRAVEL DEPTH 1 C: SURFACE PONDING 1 EQUIVALENT TOTAL DESIGN STORAGE DEPTH 2.15 ELEVATIONS (FT): SOIL MEDIA - TOP 524.0 SOIL MEDIA - BOTTOM 521.0 GRAVEL LAYER - TOP 521.0 GRAVEL LAYER - BOTTOM 520.0 TARGET REQUIRED TREATMENT VOLUME TV (FT') 4,351 10-YEAR STORMWATER OUTFALL VELOCITIES STRUCTURE 1 OUTFALL (CFS) 3.50 STRUCTURE 5 OUTFALL (CFS) 4.19 STRUCTURE 9 OUTFALL (CFS) 4.08 STRUCTURE 14 OUTFALL (CFS) 13.42 36" BIORETENTION SOIL MEDIA 12" WASHED #57 AGGREGATE FILTER FABRIC (PLACED ON PEA GRAVEL OVER UNDERDRAIN ONLY, 1-2' TO EITHER SIDE) IF NEEDED TYPICAL BIOFILTER CROSS-SECTION N.T.S. kinC Zo ATDII IAA D/ i VI ECIAI TYPICAL BIOFILTER PROFILE DETAIL N.T.S. 3" PLANTING LAYER 3" MIN. PEA GRAVEL LAYER SIDE SLOPE EXCAVATION NEED NOT BE VERTICAL 6" SCHEDULE 40 PVC PERFORATED UNDERDRAIN PIPE Maintenance and Inspection Schedule: 1. The rain garden side slopes, and embankment, shall be mowed at least twice a year. Bare areas shall be reseeded and woody growth removed. 2. Debris and trash shall be removed at least once every two months and at times when accumulation prevents the structure from properly functioning. 3. Sedimentation deposition shall be continually monitored in the forebay and the basin. Any accumulation of sediment shall be removed. Disposal of sediment shall comply with Virginia Department of Health and State Regulations. 4. Inspections of the basin shall occur at least once a year for the following items: Visual Settlement, Cracking, Misalignment, Erosion, Adequate Groundcover, Trees or Shrubs, Rodent Holes, Seepage, Debris, Undercutting, Scour, and General Functionality. Any problems shall be repaired immediately. 6" NON -PERFORATED SCHEDULE 40 PVC PIPE. TO DAYLIGHT ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 jjj ERIC W. WOOLLEY 9 LIC. NO. 37088 _- ZONAL E: REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: STORMWATER MANAGEMENT DETAILS VRRM SPREADSHEET SUMMARY N.T.S. dmwin91.dw9 © Anhold Associates 2020 SHEET NUMBER: C-610 DATE February 25, 2021 I M I 1 I I I 1 I I I I 1 1 I SEE C-200 FOR LIMITS OF NEW ASPHALT AND APPROX. LIMITS OF MILLING AND REPAVING EXISTING ROADWAY 1 I � 1 ROAD WORK AHEAD SIGN BEGIN WORK ZONE SIGN (TYP) GENERAL: 1. THE PROJECT CONSISTS OF ROAD IMPROVEMENTS WITHIN THE EXISTING RIGHT-OF-WAY ALONG SCOTTSVILLE ROAD (STATE ROUTE 20). THE PROJECT INCLUDES ADDING A NEW TURN LANE AND TAPER IN THE SOUTHBOUND DIRECTION ALONG ROUTE 20 INTO THE PROPOSED PARK ENTRANCE ROAD. A LEFT TURN LANE AND TAPER ARE PROPOSED FROM THE NORTHBOUND DIRECTION OF ROUTE 20. ADDITIONAL PAVEMENT IS PROPOSED TO ACCOMODATE THE NEW TURN LANES. THE EXPANSION OF THE ROADWAY WILL OCCUR NEXT TO THE SOUTHBOUND LANE OF ROUTE 20. 2. THE PROJECT LENGTH IS APPROXIMATELY 1,550 FEET ALONG ROUTE 20. THE APPROXIMATE NEW ASPHALT PROPOSED ALONG ROUTE 20 IS 14,700 SF. THE WIDTH OF THE WORK ZONE VARIES BETWEEN 12' AND 29'. APPROXIMATELY 25,000 SF OF EXISTING ROADWAY IS PROPOSED TO BE MILLED AND REPAVED ONCE THE ROADWAY IS EXPANDED. 3. THE PURPOSE OF THIS PROJECT IS TO CREATE A NEW PARK ENTRANCE ROAD. THE CONSTRUCTION CONSISTS OF FILL EXCAVATION, CONSTRUCTING A NEW ENTRANCE ROAD, ADDING TURN LANES TO EACH DIRECTION OF TRAVEL, AND INSTALLATION OF PAVEMENT MARKINGS. 4. TRAFFIC ALONG ROUTE 20 CONSISTS PRIMARILY OF COMMUTERS AND LOCAL RESIDENTS. 5. THE EXISTING POSTED SPEED LIMIT FOR ROUTE 20 (SCOTTSVILLE ROAD) IS 55 MPH.ALL EXISTING SPEED LIMITS ARE EXPECTED TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. TEMPORARY TRAFFIC CONTROL (TTC) / MAINTENANCE OF TRAFFIC (MOT): 1. THE MAJOR CONSTRUCTION PHASES WILL TAKE PLACE ADJACENT TO THE EXISTING ROAD SECTION. LANE CLOSURES DURING CONSTRUCTION WILL AFFECT EXISTING TRAFFIC FLOW ALONG ROUTE 20 DURING CONSTRUCTION. DRUMS (GROUP II) WILL BE UTILIZED FOR CHANNELING TRAFFIC DURING CONSTRUCTION AND "LANE CLOSED" SIGNS WILL BE USED ALONG ROUTE 20. 2. SHOULDER CLOSURES AND FLAGGING OPERATIONS ARE ANTICIPATED FOR THIS PROJECT AND SHALL BE PROVIDED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (SEPTEMBER 1, 2019 REVISION). THE FOLLOWING TEMPORARY TRAFFIC MEASURES SHALL BE USED: A. TTC-4.1 - STATIONARY OPERATION ON A SHOULDER B. TTC-5.1 - SHOULDER OPERATION WITH MINOR ENCROACHMENT C. TTC-53.0 - SIGNING FOR PROJECT LIMITS 3. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. PUBLIC COMMUNICATION PLAN: 1. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE USED TO NOTIFY THE TRAVELING PUBLIC OF ANY SUCH MAJOR TRAFFIC CHANGES 72 HOURS IN ADVANCE OF THE CHANGE. TRANSPORTATION OPERATION PLAN: 1. THE CONTRACTOR SHALL INFORM VDOT WHEN A LANE CLOSURE IS PLANNED. THE CONTRACTOR SHALL NOTIFY THE "REGIONAL TRAFFIC OPERATIONS CENTER" (RTOC) WHEN THE CLOSURE IS IMPLEMENTED, AND AGAIN WHEN IT IS REMOVED. THE RTOC WILL IN TURN PLACE THE INFORMATION INTO THE "51 1 VIRGINIA" TRAFFIC ALERT SYSTEM (A SERVICE OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC SYSTEM). 2. IN CASE OF EMERGENCY, CALL 91 1. THE FOLLOWING IS A LIST OF LOCAL NON -EMERGENCY NUMBERS: COUNTY FIRE: 434-296-5833 COUNTY SHERIFF: 434-296-5807 STATE POLICE: 434-293-3223 PROJECT PERSONNEL: TBD ENGINEER CONTACT: ERIC WOOLLEY, WOOLLEY ENGINEERING: 434-973-0045 INSPECTOR: TBD DEVELOPER CONTACT: COUNTY OF ALBEMARLE 434-296-5803 REGIONAL TRAFFIC OPERATIONS CENTER, SHIFT SUPERVISOR: 540-332-9500 VDOT DISTRICT PUBLIC AFFAIRS OFFICER: LOU HATTER, 540-727-3201 3. ANY TRAFFIC INCIDENT (IF APPLICABLE) THAT OCCURS DURING THE LIFE OF THIS PROJECT WILL BE DISCUSSED BY THE CONTRACTOR, AND THE ENGINEER OF RECORD TO DETERMINE WHETHER ANY CHANGES NEED TO BE MADE TO THE TRAFFIC CONTROL ON THE PROJECT. ■ BEGIN WORK ZONE SIGN (TYP) PROPOSED PUBLIC RIGHT-OF-WAY \ CHANNELIZING DEVICE - GROUP II (TYP) LIMITS OF WORK ZONE - APPROXIMATELY 1500' 0 TRAFFIC MAINTENANCE PLAN (TMP) GENERAL NOTES: 1. ANY REQUIRED LANE CLOSURES MUST BE APPROVED IN ADVANCE BY VDOT. END WORK ZONE SIGN (TYP) 2. LANE CLOSURES ARE ONLY PERMITTED ON ROUTE 20 (SCOTTSVILLE ROAD) AND BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM AND 7:00 PM TO 5:30 AM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. ALL AREAS EXCAVATED DEEPER THAN 2" (TWO INCHES) BELOW EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK FILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST PLACING, MAINTAINING, AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. TRAFFIC SHALL NOT BE STOPPED ON ROUTE 20 (SCOTTSVILLE ROAD) FOR LONGER THAN FIVE MINUTES AT ANY TIME UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE DETAINED ON INNOVATION DRIVE AT ANYTIME, UNLESS DIRECTED BY VDOT. 5. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS, WEEKENDS, OR ON FRI DAY-SATU RDAY-SU NDAY-MON DAY SURROUNDING HOLIDAY WEEKENDS UNLESS OTHERWISE APPROVED IN ADVANCE BY VDOT. 6. ANY CONTRACT ITEM(S) NOT SPECIFICALLY NOTED IN THE MAINTENANCE OF TRAFFIC MAY BE SCHEDULED FOR CONSTRUCTION AT THE CONTRACTOR'S OPTION, AS APPROVED BY THE ENGINEER. 7. VEHICULAR AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES AND CONNECTING STREETS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. PROPERTY OWNERS SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY ACTIVITIES WHICH WOULD IMPEDE ACCESS TO THEIR PROPERTY. IN ALL CASES IN WHICH EXISTING OR ESTABLISHED TRAFFIC PATTERNS WILL BE DISRUPTED, THE CONTRACTOR WILL NOTIFY ALL AFFECTED RESIDENTS AND/OR BUSINESSES A MINIMUM OF 48 HOURS IN ADVANCE OF THE ANTICIPATED DISRUPTION BY DISTRIBUTING DOOR-TO-DOOR NOTICES. NOTICES SHALL INCLUDE DETAILED DESCRIPTIONS OF THE CHANGES TO THE EXISTING TRAFFIC, FOR ALL TRAFFIC ENTERING AND EXITING THE ADJACENT PROPERTIES DURING CONSTRUCTION. A COPY OF THE NOTICE SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF WORK. 8. ALL TRAFFIC CONTROL SHALL BE SET UP AND SPACED ACCORDING TO THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (SEPTEMBER 1, 2019 REVISION) 9. CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL AS DIRECTED BY THE VDOT AND/OR THE ENGINEER SHOULD FIELD CONDITIONS WARRANT. 10. CONTRACTOR MAY REDUCE LANE WIDTHS TO 1 1' MINIMUM DURING CONSTRUCTION. ANY TEMPORARY PAVEMENT MARKINGS THAT ARE REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTOR. 18"MIN. 1 CHANNELIZING DEVICE DETAIL - DRUM j 100 0 100 200 300 I SCALE: 1 " = 100' 1 I I 1 1 I I I I I I I I I I ROAD WORK AHEAD SIGN ROAD WORK AHEAD SIGN 0 �J �O 0 0 TEMPORARY TRAFFIC CONTROL IMPLEMENTATION: PHASE 1 CONSTRUCTION CONSISTS OF NEW ENTRANCE CONSTRUCTION, NEW PARKING LOT, THE INSTALLATION CURB AND GUTTER, DRAINAGE STRUCTURES, CURB RAMPS, AND PERFORMING GRADING OPERATIONS. THE MAJORITY OF CONSTRUCTION ACTIVITIES SHALL TAKE PLACE BEYOND THE EXISTING ROADWAY. THE CLEAR ZONE FOR THE WORK AREA ARE AS FOLLOWS: ROUTE 20 (SCOTTSVILLE ROAD) - 25 FEET THE CLEAR ZONES WERE DETERMINED FROM FIGURE 2 - CLEAR ZONE AND DROP-OFF REQUIREMENTS, FOUND IN APPENDIX A, SHEET A-4 OF THE LATEST VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (SEPTEMBER 1, 2019 REVISION). WHEN CONSTRUCTION OCCURS WITHIN THE CLEAR ZONE, ALONG ROUTE 20, FOR INSTALLATION OF PAVEMENT TIE-INS, CURB RAMPS, CURB AND GUTTER, AND INTERSECTION SIGNING AND PAVEMENT MARKINGS, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO TTC-67.0 DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. FOR THE INSTALLATION OF PAVEMENT MARKINGS ALONG ROUTE 20 (SCOTTSVILLE ROAD), TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO VDOT STANDARDS DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. WHEN CONSTRUCTION OCCURS OUTSIDE OF THE CLEAR ZONE ALONG ROUTE 20, TRAFFIC SHALL BE MAINTAINED ACCORDING TTC-4.1 OR TTC-5.1, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. ROAD WORK AHEAD RIGHT SHOULDER 1110161/ STD W20V1 L TRAFFIC MANAGEMENT SIGNAGE N.T.S. STD W201 SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH VDOT STANDARDS AND SPECS. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 yr ///40�� zl ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL E% REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: MAINTENANCE OF TRAFFIC PLAN N.T.S. dmwingl.Gwg © Anhold Associates 2020 �971���►l�Jul-3�:� C- / 00 DATE January 29, 2021 30 0 30 60 90 IN 10�01 SCALE: 1" = 30' 41°14'17" W SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH VDOT STANDARDS AND SPECS. I � ON I I i— z / I Iz J � w EL / ZIw (� / > =IZ U CL >< Q w Q �Ivwi I I I I12323 TA 13 TA02 ' DOM DH c� _ uu/iT /RF S 34°02'34" W 147.09'_ /RS w IRS ROAD NAME SIGN STOP SIGN IRS 61.61' 'lapl �,IL�E F R2000' STD R1-1 PROPOSED SIGNAGE N.T.S. J BISCUIT RUN PARK NEXT RIGHT STD-V13L BISCUIT RUN PARK NEXT LEFT STDV13L PAVEMENT MARKING PLAN - NORTH F2323 TB74 (130.1= ROAD NAME SIGN VOH CMF F2323- TA49 (TOTAL) 7,16" W 548.97' F2323 Az7 o VA SEC. RTE 20 - "SCOTTSVILLE ROAD" - (VARIABLE WIDTH D 8 VA SEC. RTE 20 _ •SCOTTSVILL DB 288 P IDH CMF DB 288 p C' 324 - HWpB I PG 43 DROAD" _ VARIAB 66 G 355. HWPB 1 pG B 288 PG 331 . LE WIDTH R/yy) 64' 45 DB 1077 P(, 331 - HWPB 1 PG 40 R2527' _ HWPB XI PG 39 O6'1 V R2527 S45° ty 198.51, 3 SIGN THAT READS: "BISCUIT RUN PARK NEXT LEFT" 241' SIGN THAT READS: "BISCUIT RUN PARK NEXT RIGHT' / ke STOP y�G 8' 7- PAVEMENT MARKING PLAN - SOUTH TGA F2322 SP71 (Dom) 75 AM° C3 VDH CMF S 34°02'34" W 114.96' r IRS S 41°14'17" WW IRS �5 z wILU d _ > z UI< �IUN LU I I I • ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com TH OF ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1' = 30' SCALE SHEET NAME: MAINTENANCE OF TRAFFIC SHEET NUMBER: C-701 dmwingl.Gwg © Anhold Associates 2020 DATE February 25, 2021 Page 6H-14 April 2015 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) Standard NOTES 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED (W21-5aR)'sign shall be added to that side. Guidance 2. Sign spacing should be 130OW500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'--500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadwav may be omitted where drivers emerging from that roadwav will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less. all signs and channelizing devices may be used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating light%. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length 0 )and channelizing (Icvice spacing shall heat the follnwin-: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 1 540 600 660 1 720 65 1 585 650 715 780 70 630 700 770 84C Minimum taper lengths for Limited Acoess highways shall be 1000feet. Shoulder Taper ='G L Minimum Channelizing Device Spacing Location Speed Limit (niph) 0-35 36 + Transition Spacing 20' 40' Travelway Spacing 40' 80, Construction Access' so, 120' " Spacing may be increased to this distance, but shall not exceed one access Ler'/ mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. 1 he bullir space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 8. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 411/2015 April 2015 Page 6H-15 Stationary Operation on a Shoulder (Figure TTC-4.1) HT SEE NOTE 1 i ROAD SEE NOTE 1 WOflK Ti AHEAD G20-2 (V) 500' + 80' -120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 7 TYPE B OR C • SEE NOTE 6 • CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 RIGHT W21-5aR SHOULDER CLOSED SEE NOTE 1 SEE NOTE 2 RIGHT in l SHOULDER CLOSED W21-5bR Al SEE NOTE 2 ANW20-1 Page 611-16 April 2015 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) Standard 1. For required sign assemblies for multi -lane roadways see Note 1, TTC-4-r Guidance 2. Sign spacing should be 130V-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular treffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of l0 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. Option: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign on to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, or' oscillating light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating light%. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating lights. 7. Taper length (L) and channelizing; clef ice spacin;) shall be at the followintt: Taper Length (L) Speed Limit (rnph) Lane width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 1 770 1 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper = 'h L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0-35 36+ Transition Spacing 2G 40' Travelway Spacing 40' 80' Construction Access` 80, 120' "Spacing may be increased to this distance, but shall not exceed one access r'/ mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Table 6H3 on Page 6H-5 for the posted speed limit. 9. A truck -mounted attenuator ("I'MA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 41112015 April 2015 OM3HM >IaoM atloa Z �1lON 3lS Shoulder Operation with Minor Encroachment (Figure TTC-5.1) Page 6H-17 G20-2 (V) 80' -120' SHADOW VEHICLE REQUIRED -TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) O SEE NOTE 8 TYPE B OR C O O O 0 SEE NOTE 7 0 CHANNELIZING of DEVICES SPACING SEE NOTE 7 SEE NOTE 2 SEE NOTE 2 ROAD WORK W21-5bR W20-1 Page 611-110 April 2015 Typical Traffic Control Signing for Speed Limit and Fine Signs in Work Zones (Figure TTC-52.1) NOTES Standard: 1. Prior to the implementation of this 'Typical Traffic Control layout, the Regional Traffic Engineer must approve a speed reduction' in a work zone after performing and evaluating' a Traffic Engineering investigation' per Traffic Engineering Division Memorandum TE-350. Option: 2. This layout depicts signing requirements for speed limits and increased fines in work zones. Additional signing and traffic control devices may be required based on the operation being performed. Guidance: 3. Sign spacing distance should be 1300'-1500' for Limited Access highways, and on all other roadways 500'400' where the posted speed limit is greater than 45 mph, and 3500500' where the posted speed limit is 45 mph or less. Standard: 4. On divided highways haying a median wider than a', right and left sign assemblies shall be required 5. The use of the WORK 'ZONE $500 MAX FOR EXCEEDING SPEED LIMIT WHEN FLASHING (R2-Vl)'sign shall be approved by the Regional Traffic Engineer prior to installation. Type B warning lights shall be installed above the R2-VI sign and controlled remotely with activation only when workers are present in the work zone.' If the R2-V 1 sign is used the WORK ZONE (G20-5ap) plaque shall be installed above the SPEED LIMIT (R2-1) sign and the' FINES HIGHER (R2-6P) plaque below. Option: 6. For Secondary and Nfinor Primate road systems, a 66" x 42" R2-V 1 t sign may be used. Standard: 7. If the entire project is signed for a reduced speed, and an original speed limit sign is not within 1000 feet of the END ROAD WORK (G20-2 (V)) sign, signs depicting the original speed limit shall be erected 500'f past the END ROAD WORK sign. On secondary roads without posted speed limits, an END WORK ZONE SPEED LIMIT (11,242) sign shall be used in place of erecting an 112-1 sign. If only part of the project is signed for a reduced speed, then the original speed limit shall be posted 500't past the work area. lion: 8. Experience has shown that compliance to the reduced speed signing is greater if these signs are placed as close to the work as possible, as opposed to placement prior to the advance warning signs (ROAD WORK AHEAD, etc.). Standard: 9. The Reduced Speed Limit Ahead (W3-5) graphic signs are only required if the speed limit is being reduced in the work zone. Option: 10. During short-term (less than 72 hours) operations, if the speed limit is reduced, the Reduced Speed Limit .Ahead graphic signs and the SPEED LIN UT signs may be mounted on a temporary (portable) sign suovoLl. The use of die WORK ZONE sign is not roouired.' Guidance: 11 The speed limit should be stepped down in advance of the location requiring the lowest speed in ten - mile per hour increments. Additional TTC warning devices should be used. 1: Revision I - 4/1/2015 April 2015 Page 6H-III Signing for Speed Limit and Fine Signs in Work Zones (Figure TTC-52.1) SPEED LIMIT 65 500, ExD _ ROAD WORK END 500+ WORK ZONE SPEED LIMIT SOD+ END PROJECT LIMITS - WORK ZONE SPEED LIMIT 55 FINES r HIGHER I W W9-2R 1: Revision I - 4/1/2015 ------3 t Trt SPEED EL- LIMIT R2-1 65 SEE NOTE 7 ice- RK no&LNENO G20-2(V) woRK R2-12 1 EL -ZONE SPEED SEE NOTE 7 ` LIMIT WORK G20-Sap 1 ZONE (SEE NOTE 10) SPEED LIMIT R2-1 t 55 (SEE NOTE 10) FINES HIGHER R2-6P TYPE B WARNING LIGHT ZONE R2-V1 SEE FINE FOR NOTE 5 W3-5 1 SEE NOTES 8.9 & 10 R4-V7R1 W20-1 Page 6H-112 August 2011 Typical Traffic Control Signing for Project Limits (Figure TTC-53.0) Support: 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential eonstruction/maintenance area with a duration equal to or greater than 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20-1 (V)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. S. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 6. For projects with activity areas 2 miles or less in length, the ROADWORK AHEAD sign should be the first sign motorist encounter. 7. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'--800' where the posted speed limit is greater than 45 mph, and 35T-500' where the posted speed limit is 45 mph or less. 8. All connections within the project limits should be identified with signs indicating to motorist they are entering or exiting a potential construction/maintenance area. August 2011 Page 614-113 Signing for Project Limits (Figure TTC-53.0) Z 310N 33S Otl3Htl >IaoM >-.rl atloa T L 310N 13S PROJECT LIMITS END G20-2 V ROAD WORK ( ) 500 ± Lu w z<H o z>_1C 0ouJ sLu 11-1 Lu NOTES 2 & 7 W20-1 AD iK OR (SEE NOTE 2) AD G20-1 (V) SEE NOTES 3&4 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PRELIMINARY 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 OFTr /// 40�� ERIC W. WOOLLEY 9 LIC. NO. 37088 ry �o��SSt O NAL - v REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: MAINTENANCE OF TRAFFIC DETAILS drewing1.dwg i•9:1���►lljul-3d1� C-710 February 25, 2021 © Anhold Associates 2020 DATE LEGEND \ \ ----------- --------------- _ LARGE CANOPY TREE a EVERGREEN TREE 1------------- PROJECT LIMITS ALBEMARLE COUNTY CLIENT UNDERSTORY TREE 401 MCINTIRE ROAD / CHARLOTTESVILLE, VA 22901 ADDRESS SHRUB EXISTING TREES TO REMAIN - ! / MEADOW \ / / O -------------__ UPLAND MIX l - ----- / / OF v------- ------ - HILLSIDE 1 MIX HILLSIDE 2 MIX - — / / � / / / // / % ♦ '' - - ----- / - � SWALE MIX -- / � BIORETENTION MIX � I ROADSIDE MIX ----------------------590 ----- LAWNS/ / - - MIT dFG� y/ i-- --- — _ / \ I - I I \ o " - SOIL STOCKPILE m ' _ • 1, s � I w 1114 — STO I E � � ai NC — R _ Q L = - - / — V _ I 2 — _ _• — _ - -- PROPOSED 7R.41L BISCUIT RUN INITIAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com - NLTH 6; �O UO DAVID T. ANHOLD 9 Lie. No. 00311 w P E HOLD VA LICENSED N LANDSCAPE ARCHITECT LIC NO.00311 _ 75 FRONT YARD SETBACK — SAO, � \ ` REVISION: �� NO. DESCRIPTION DATE nom BASIN I + — 01 PARKS&FACILITIES REVIEW 01.29.21 — IRS LOCATION - 02 PRELIMNARYSITE PLAN 02.25.21 /yy - Emlin woof - F. Y_S _ 75' - F2323 — wH oMF TB74 AVON STREET S� \ \ R PE U A Y I 0- B 53 ITA49 5�J Lu LLJ c:Wsers\jenny m anhold associates tlmpbmAanhold assocates tlmpbmAanhold team fokiefiprojectstbis it mn101_catlt02_shee[M(30_landscape planting plan- partial n.dwg 04 13 F- ---------------------- X- IRT w/CAP 900, N=3880430.82 -- - -------------510-------- � I ------ 0 15 30 SCALE: 1" = 30' SHEET NAME: LANDSCAPE PLANTING PLAN- PARTIAL NORTH SHEET NUMBER: 60 - L-300 ------- ---- DATE: February 26, 2021 © Anhold Associates 2020 i - SO �- 'FRONT YARD SETBACIZ_-7Sr— PROJECT LIMITS ---� PRO.I�:I���fFT I MITE iIMIT= i�� i i DH LIMIT OF DISTURBANCE W EMBANKMENTGRADING PROPOSED AT2:1 MAXIMUM - SLOPE, TYPICAL. — - - - - - - - - S PE, TY R LIMITS OF DI T R ALL DISTURBED AREAS ---- E SEEDED -------------- 70 B _ PROPOSED STORM PIPE EXTENSION - --------- -- - WITH ENDWgLL TYP 1 0 X - X X X X I LANDSCAPE PLANTING PLAN -PARTIALS N L-301 1 "=30' 0 15 30 60 6%EMM%MMEE� (:? LEGEND ULARGE CANOPY TREE EVERGREEN TREE UNDERSTORY TREE Ci SHRUB � \� EXISTING TREES TO REMAIN MEADOW UPLAND MIX HILLSIDE 1 MIX HILLSIDE 2 MIX SWALE MIX BIORETENTION MIX ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 let 1] 1] J *R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com DAVID T. ANHOLD a r" Lic. No. 00311 1- w '4PE ARY DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: 1" = 30' SHEET NAME: LANDSCAPE PLANTING PLAN -PARTIAL SOUTH SHEET NUMBER: L-301 February 25, 2021 c.Wsers\jenny mAanhold associates dropbmAanhold assocates dropbmAanhold team fokiefiprojectsl is if mn\01_ca 02_sheetsW01 _landscape plan0ng plan-par0al s.dwg © Anhold Associates 2020 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) f elz 1 STAKE TREE WITH (2) TREATED 2" TREE STAKES (8'-0" LENGTH) "ARBORTIE" OR EQUAL TREE TIE MATERIAL (1" WIDTH). NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 100 a U 3" DOUBLE SHREDDED HARDWOOD MULCH, DO NOT PLACE AGAINST TRUNK ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 213 OF ROOTBALL — NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST III. PREPARE SUBSOIL TO FORM PEDESTAL -III II I III III TO PREVENT TLIN S ETG— I� I I III -III � 1=1 I II i' ROOTBALL DIAMETER MINIMUM DECID TREE PLANTING DETAIL 1/2" = 1'-0" 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING SHRUB PLANTING DETAIL 1/2" = 1'-01, U SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE T DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES AT ROOTBALL EDGE 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storaee: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: M Such devices shall not adversely affect trees to be saved. 6. Fires: M Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: M Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. TreeWells: Cl When the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. TreeWalls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done m far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 21 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: �IT/ISS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION C""' REQUIREMENTS. 12/10/2020 OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST kqa0.1 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN INITIAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com �tiALTH V o U DAVID T. ANHOLD , � Lie. No. 00311 wG P E ARC��� DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PARKS& FACILITIES REVIEW 01.29.21 02 PRELIMNARYSITE PLAN 02.25.21 SCALE: SHEET NAME: LANDSCAPE PLANTING DETAILS c.Wsers\jenny cmAanhola associates aroplemAanhold associates eroplemAanhole team foldeaprojecist Ai it mn\01_cait02_sheetsV302_details -plantingdwg © Anhold Associates 2020 SHEET NUMBER: L-302 February 25, 2021