Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202100015 Plan - Submittal (First) 2021-02-26
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 PROPOSED SLOPE LL-11 HEET NUMBER MIN MISC NOM NTS reft, MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS NOMINAUNOMINAL 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 SQUAREFEET 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 VARIES/VARIABLE 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 /_1910111*R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o�tip,LTH OF''M'�'4, DAVID T. ANHOLD a le Lic. No. 00311 G b 4S -4PE AR&�� DAV I D T. AN HOLD 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 NOTED SHEET NAME: COVER SHEET FIRE OFFICIAL c usersgeany wY,anhold associates tlmphoAanhold associates tlmphoAanhold team folder\projectftiswil wnM caM02_sheetsXg001_wver.d g © 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 op yr U ERIC W. WOOLLEY 9 LIC. NO. 37088 G ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: GENERAL CIVIL SITE NOTES dmwing1.@xg © Anhold Associates 2020 SHEET NUMBER: G-003 DATE February 25, 2021 . - --- ------------- ___-�-� ', ',' KEY � -�=� �' \, I _"- -" ,-- -------------- STEEP SLOPES -PRESERVED % STEEP SLOPES -MANAGED , T r , 1 / / ; / �• }}} ' ' / - / ' ' _ I PROPOSED PAVING CLIENT EMARLE COUNTY CLIENT 401 MCINTIRE ROAD --_-"- 11 f CHARLOTTESVI LLE, VA 22901 ADDRESS i _ ---------- 1 I I / , , BISCUIT \ I I .� _ R N _ U \ I INITIALS ITE PLAN _'__"_ \,` \\ �'\ ,, �` _ _ \` \\ \` ANHOLD ASSOCIATES - - \ { - \ LANDSCAPE ARCHITECTURE PLANNING _ `. _ 11 Rockfish Turnpike ___ - \ \ 83 s Gap 1 __ _ _ Greenwood, VA 22943 ------ ---` ` `r '' 1 '` `, `, ` ` I 1 \ \ �� I---------- _--- -------------- - I I \ \ \ If ., , ;' ,,'� ; - ; , � \\ 1----- ----------- - I \ `\ \ ��_ 434.882.3420 -\ ---- _�fo--------__ - � - - nholdl com \ - I a a. " I \ , r I ' I ' _ I - 1 \ - I ' 1 I \ \ ♦ ` 1 1 \ 11 _ - _ 1 I 4 . I I \ - - - - 1 EXI rTDITI ITE DE P ` N PARTIAL � RTH' d0 � , S I'N'G CON O�1S $. S Mo LA NQ ,. I� - - �_ -__ ----- � � G I '6&'S' ONTRO PLAN �FA` �TIAL-NO27H' \ ` -__�00 00 006 0'�_-_ __I----------------_ -0 003---_----- - COMMONWEALTH OF VI RON IA \ � 1 - - - - 0 LAND APE' ITE PLAf11- -PARTIAL NORTH DE 'I, &12ECRER�I,QN ____ .- I; © s s o \ WOO Ni�SCAP\E PLANTINO PLAN,- PARTIAL\Nolen-I _ 1 I 1 , 1--------------- r r \ I _ I i - I _ , I \ I� I \ `1 I , 1 - I \ _ r 1 \ I I W \ 1 I - - \ \ / / _ ----- , , , r , r , ' � U DAVID T. ANHOLD Y I , Y -'-PR -- `\-----------SOILSTOCKPILE'----_ __ _ \ --- ----- -__ --- - - '' --- \` ` I -_ �_- - __-- __ _- _ PE A r 10 ; 1 r. r r I [ ` I C-101 ____ EXISTINGCOTI9S&SDAOAPTALSOdT�___________\ _-- _--'----�` - \------- DAVIDT.ANHOLD rl / C-111 E & S P'L.AN -PARTIAL SOUL Ffi I I+ \`\ ` --� --- - - _ LIC NO.LICENSED LANDSCAPE ARCHITECT ___ ___ ________ 1 �- _- LIC N0.00311 \ - r I LANDSCAPESITEP_APARFYALSOUrtH , II I -- _ ` _----- ------- -- - ------ --------' -- ,1 --------------------- - REVISION. Q ' rr ---,__ -- NO.DESCRPODATE S9iTFLANDSCAPE PLANTING PLAN�RA TIAL ;01PARKS&FACILITIES REVIEW 01.9.1'----- - - ---'' / --"" \ I i -' ----- ,,'' ,--------- _ i �� ___------ �__ ___ ------- --- `\� \ 02 PRELIMNARYSITE PLAN 02.25.21 ,, RQSE-_ _ FUTURE PARKACCESS K -; _- ------- TBAKn7g�TBPC FRONT(RD ------------------------ __---- ROAD EXTENSION r,I , / I I , , '\ I 6WM ��r` / '` \ \ � .,PROJECTL--EMITS --- ,1 PR ELT' IMIT',\. � �� �`. \ `: .\ `\ • r �' .; ��. '`.� m`, `\ -- � I / \\ NEW PARK ACCESS i I 11 �--------------- I SE�CIVIL PLANS' \ i F.Y.�YTS' ROAD _ NEW SOIJTHBOUn1D TfZANSITJON LANE PAVEMENY.'SEE,G`IVIL FLANS I `\ - I / T/��y � �� _ ----_=--------- --------- - -_ _ _ � �_ IkMS OF D� RBANC-�"—�► _ ---------- Nib RPUfE 2 e EW m " s• � I \ vv_r1rcntrw+zn�4ar�,;�cvvPr=_----------- - ---- �/DOT_CO�J_IKI_IER_CYAtEJ9TF�ANCE--- ------__---- --- -_--____------------_— ----- DESIGN SEA_ NDANDS =___� =_ __ ----- ,_------_- ----- \ --- ------------------ ----=-------------- ����ss-icy_ - E I SCALE: 1° = 60' SHEET NAME: SITE CONTEXT & KEY PLAN SHEET NUMBER: c usem\jeany wxXanho1d associates tlmphox\anhold assocates tlmphox\anhold team folder\projectftiswil mn\01_catl\02_sheets\g004_site context & key plan.dwg N 0 30 60 120 G —004 DATE: February 25, 2021 © Anhold Associates 2020 ` \ - •\""'"-"�- ice' \\ I I' \\ \\\ `\ ''' - I -I I\-,1 ,-I I-1, -1, —1- ----,- \-- -1--1 --------------- --- -_-_l _' ,' I', ", "__ I _"_" " "-- ----- -_- --_- _- -_- _- -_- �,-I / -" I- - - -" -/-/ /-/"/-/--/ ,- �1 I ,_' ,1I -_ II --"I II-_ 'II---1l,--" ,_/ /-1-1I ,1II-,/_" --/ " - -I_I '_" ,-- " I_ I -_ /— "/- I I -_"-"" I , , 1 '1 `\ \`, KEY —------------- ,- \ -- '' I \ STEEP SLOPES -PRESERVED \ \ - \\ \ _"__ STEEP SLOPES MANAGED 1 " 1 - - 1 _ \ I _ 1, I " \------------ -1 I SRO ECT`�IMITS \ , ` � a� a� - � 55�r � � 1 '' ate'' �r �, �rt � \,\,�� � � � \ i ALBEMARLE COUNTY ' i I I \ ` 61a\\ ' = ` CLIENT \ I \\\ - 401 MCINTIRE ROAD \ I I I i \\ \\ \\\ - i'� / CHARLOTTESVILLE,VA22901 i \\ 1 _` -----------1;' ,' - - \ - _ �__ / ADDRESS \ \ I- t i / /: / - \ -__ /' / \\ \\ \ ILIMIT$ OF SITE DISTURBANCE. SEE - — - R _- ; /' LANDSCAPE AND CIVIL SITE PLANS. / B I SC U I T \ �'' /' ' - / -- \ \ \ \ / _ \ _ R N \ \ U i\ \ i i \ ,LIMITS OFEXISTING�YdQODLAND EDGE \ \\\ \ ,--' / I \ �I\, p l 012EMAIN AFTER DEMOLITION. - --- i / \ T --- II �� I' ; I ; ; --- f,; ----- . / , I ; _ PLAN , " 1 oo _ INITIAL SITE \ l , o ` , i --- \ ______ I ----- % 1 / / / - --\ ANHOLD ASSOCIATES - 1, _ / ------ - CANNING 11 `------ - _ /% II ;e i \\ / ___ LANDSCAPE ARCHITECTURE+P -- r \ / ---- \\ \ / 8311 Rockfish Gap Turnpike - \ reenwood VA 2294 GF2EY TONED AREA DENOTES LIMITS pF f j 5�p'' I EXISTING W D'LANDTOBE'CLEAREDAND I\,, _____-__ ' GRUBBED FOR PROPOSED QONSTRUCTION `\ `. _ "I,-"'" ,',.-''---"' ,, � � -----434.882.3420 anholdla.com I \ \ I -- - - - - , f \\\\ \ / --_- 59 —_— _ — _________ _____� // / // i 1 \\ \\\\ \ \\ / ___ ___—__--_ \ / , , i / 1 \\ --- --- --- ------- I_I"_ ""I,I ',I , " I I I/,/ "' / I " , I / ," / 1/, , I , I", ,/ " I" ," /, \ 1,\\ \\\\\ \\\ \ \ \ � I \\I :I -_ II I I -i ;� '\I',,L,I , 1, 'I", �I �, II I� 1 \ \ _ i: �PROJ Ifv1FT� vv�1 �__a� a� a� a� a� a� _ - --- _ ,' , , , I- I�,, , `x// I - / I- I / I ��ll "I 11 ,I I ! I 1: ,I � ; 11 N N , 1, I \ \ \ I \ I, , \ ---------------- - ------ - --- - -I �l -, 1 \ � G - - --- --- ED GE - - , FTER �E _ I 11-'' i i� \\ '\ \I RhuIIVV I Y y LIMITS OF EXFSTWG WOODLAND E -- ,' i — I - __ S8Q_, TQ REMAIN A iMOLITION. — - ' \ — - , ' I I , I _ — — I !' _ 0 _ I ' `"", \\ ------------- --�_� — _ � _----� �_ - ------ I'l ' \ _-- ----- - ` - _ _ -- ' _ _-------' ___ `___ --- ---- ____--- _ __ , \ __ - \ \ \ 1 --''- _ ---------- _ --- ` _ _-''' ----- -- _ _ - _ I " I- " I , I � / , , � �\ I \ \ __________ APPROXIMATE LIMITS OF EXISTING al1lQODLAND F _ \ ,I I ---- _ ---- - - _ _ \ \ -STOCKPILING - --- , __ ; I \ ;�,I I \ ----- `. ------ OCKPIBL WGLEXCESS SOIL: CONTRA OOR TO --- --- ---- '---' ''11 `„ 1.I _--- --"_ _-_-_--____-- VERIFY EXACT REQUIREMENTS _ _ _ _ `-----__ EXACT AREA REO © ` ,{ , ` ------ `mQ !;, , , , , 11 11, , i \ \ \ \ \ _ __ ____ " / I / " I _ _ ___ , - r , _ __ / \ I ___ , ___ ' / , ,' _ - '/ I ' I , I `, , / , \ \ \ % , , , \ , / _ _ __ _____________ ______ \ , i i 11, n 111 \\ _ ___ 11 , , � _ __ \ _ __ i i i , I I — — \— \ / , , _ � — _ I i , Q / ___ \ �l I " 'Al IN i , : I f , � I " ------ � � I , , " " _�'l I " \, 1\ ------------- -I-," " ,___ I" \\ . , O i �_-` STEEP SLOPES - PRESERVED', TYPICAL.,'' ;/ ___ I _ \ ,' \\ SEE STEEP $LOPE8KEY - - ------ I I �/ I \\ \ \ :� I ,1, ,1\ ,I,, III I ,1,I\I I _', I _1__I -____" _______I_I__-__-__--- ---- /II- I,"" " II I1I1", ,I "" I ,/ //".I1I%//, , / , I\ " /I ,I ," , / 1' "1 ,-, .,"; _------------- -'- _---- _ �I -- `\ - - - 1 -_-- ' ---- \ - ----- -- , __ ; THIS AREA OF, EXISTI G __ ____ _ " I N - , WOODLAND'SHALL NqT" \I %/ / "_BE -CLEARED, ' \----------------- - PLTH Ott \ J� , / `� \ - `� ��--- --__ "'EXISTING WOODLAND EDGE \ � � ` _ _� I I \ + — --'___ -------- Lic. No. 00311 rti 11 / , __ ____ I' A� Y S OF EXJSTING WO - Y LIMIT WOODLAND EDGE x LIMITS OF IS\ WOODLAND VEGETATION i \\-______ � - TO TER E sCAP AR C \' _ IN,A ' \ \ � \ \ O B C EARED AND GRUBBED FOR /----------- - \ A�F — REM M � E /' / - A ,/ \\ PROPOSED CONSTRUCTION \ _-' /'/ \ \\ \ � _ - \ -', ' V CONTFdACTOF� SHALL,NOT DAIMAGE OR `, ---- '`, /' ,� ,' ,' i \/ \\ r T / \ \\ `\ VER ELY A�FECT ANY UTILITY POLES VCIITHIN � \� i \ E PROJECT AREA. COORDINATEIALL � / ` ,' ', /' ,- \ /// DEMOLITION ANI� SITE WORK WITH UTILIT \` /' \\ DAVIDT.ANHOLD � ,� \ \\! \\ _ ,' \\\ \ \ � i \'�__ _ VA LICENSED LANDSCAPE ARCHITECT ER PI LICNo 00311 OWN \ ��j \ . TY L "- � _ \ �� - ' _ \ \ %,'' /' \'\ C— \, ' i OWNERS",,TYPICAL. I i 1 \ ` YAR SETBA a5' SA '/ / � �� 6 _ FRONT Q — O REVISION: - I I 1 \ - - - --- I I 1 \ , ----- / ' NN Oft S LS LLi U E CIS / // I CO TRACT HA SE TING GA- ' I ,1 �, I ; - _ _ RRIIDOR �OR INITIALD - \� NO. DESCRIPTION DATE - '--- ' _ MOWED UTILITY POLE CO 1 / '� 01 PARKS& FACILITIES REVIEW 01.29.21 j I __ � SITE CESS AND EQUIPMENT MOBILIZATION. ' // SEES EET C-110, E&5 PLANT FOR SITE ACCESS 1 I I li � ' -- ------------ - - i J j �'- �� CONSTRUCTION ENTRANCE. -� % MSR i 02PRELIMNARYSITEPLAN 02.25.21 I - -- - _ I � - - ----- I ; - - _-" " -- - - - --- 1, I'\ I CONTRACTOR SHALL NOT DAMAGE OR i � / � \ - � � ��_--'_"F.- 5' 9 I I 1 , ADYERSELYAFFECTANYUTILITYPOLES % i / \\ '' - S=7 I i ; "" I — I— I SITE - " i// '/ \ � I 1`\ -?BZ43 -------- TYLINE ` DEMOLITION AND S _ _---________ ' WITHIN THE PROJECT_ AREA COORDINATE ALL i 1 / - OWNERS, TYPICAL.IT / AVON STREET ' ; WITHUTILITY I III, II / \\ i/ I , EXISTING WOODLAND E�GE ; ; __ -/ Tno \ \ -- - /9 / /' \ OPE . I PR 4 " " I 11 i— / / I _ _ - I — --____ _ __-___— , 11 ---- S I. i f - - TA49 ' /TRACTOR $HALL CLEAN EXJSTJNG------------- 530 -- , - - _ \ II \, 1 S SLOPES '� — DEBRISAINDSEDIMENTFRO EXISTING �\ _� / I IN , � STE PEOEES_KEY---- ----------L STEEP SL 3 _ \\\ �NDWALL DE�f2ESSON. SEE CIVIL SITE --___ i 1' — �� — + y LIMITS OF EXISTING WOOD TO -BE_ - WSP LAN ---- / IMITS OP SITE DI \ \CLEARED AND GRUBBE R PROPOSED T'_ - - i I 'L \\\ P S FOR PROP SED ------__-_ ,/" 1 \�\ I - IMPROVEMENTS-," / STURBANCE, TYPICAIr. I %` `ZONST TKWTA 13 - �� IM `\ O DRAINAGE , }' SEE LANDSCAPE ANIYU IL SITE, PLANS`. 1 J, _ O, E _ PROJECT - - " i ` I I �' � \� \ R E NTS. ' \ \` DOM 1 �� - - - - -----r I I 1 _ , LIMITS OF 1 � -------------- - -- / - - - --- ---------------- _ 1 -------- ----- LF7D --- \ \ \ STi1EETt -- MIT p - III--- '� �U BANCE— STOP \ \ ` �I � MSP _ r=t - ______ SEE CIVIL SITE PLANS FOR ALL / I I -�G ( ' STEEP SLOPE'S - MANAGED, TYPICAh:' • DEMOLIT ON AND ALTERATION WORK I I i /'" CONTRACTOR SHALL CLEAN EXIS� BRIS I SEE STEEP SLOPES KEY. ROUTE 2 0 ! I SCALE: ' AND SEDIMENT FROM EXIS IAI RM PIPIL � \ \' ASSOCIATED WITH EXISTING RTE. 20 \\ I I (' (,' 1 I I /' 1" = 301 Z W DEPRESSQN. SEE CIVIL SIT NS FOR \ \ ' 3; _ . -- — _ PROPOSED,DRAINAG ROVEMENTS. \\ \`\ — _ \ ;' SHEET NAME - - EXISTING CONDITIONS & �- \ _ -a - � _ - ----- - - -- --ate - ------------------------------------ - --- - � - ------------------------ - - --- ---- �__ ___ _ SITE DEMO PLAN NORTH - - Q--------- ---------------- -- --_ --- - - ---- - ----- _ --- -- ___ -- �- - --- --- - ------------------------------- - ---------- - - - - - - N �--------------------- - - - -- - -------------------------------------------------- - - - ---- - - - ---- - -- ---------- SHEET NUMBER ---- --- ------ --- ------ ------ - -------------- - - - -� - ------ - - --- ----- - - - -- ---- - ------ - -- - - - / ------ -- - --- - _ _ --- - - - - ----------- ----- _ --_- -- --_--- - - -- - - - - _ - - -_---------"--------------------------- -------_- - -- __----------- ---- _----------------------- --------------- - --- - _ -- _ _ - - x 1, ---------------------------------------51 -- ------------------------- DATE February 25, 2021 c5users\jeany wxXanhold associates dmpbox\anhold associates dmpbox\anhold team folder\projectslbiswil mn\01_cadX02_sheets\c100_exwn & demo.dvg 0 Anhold Associates 2020 _ -_ - , - - Soo__ _ I i -- -- -- ---- -T T YARDSET \ _ BACR = 75 PROJECT LIMITS , —- MIIIIIIIIIIIIIIIIII ------------------- EDGE OF. WOODLAND TO THE SURVEY WAS NOT ABLE TO LOCATE THE ---------------------------------- -------------------- OEM ==imp --P-%ai MIT+ a \ 2 SEE CIVIL SITE �— `- --__- \\. FOR ALL DEMOLITION ;______----- --- \ WOR11 ASSOCIATED WITH }� v T. RTE. 20 ----------- PROWAIIIIIIIIIIIND d - LEARE GRUBB R P O----------_= LIMITS OF EXISTING WfW TQBE C D AND ED FO ROP - �--- _ CONSTRUCTION NSTRUCTION - •�------------------ -- - Q9 - _= - -- - LIMITS C \\ CLEARED ftaullift >� \ LIMITS OF PRO JEC X EXISTING CONDITIONS & DEMOLITION PLAN SOUTH j. A ----------------- STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED I J IRS R6UTE ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 /_19701ll*R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o5ti' NLTH 0F'7S4, UO DAVID T. ANHOLD a e Lic. No. 00311 G w 17,APE ARV� DAV I D T. AN HOLD 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 SHEET NUMBER: C-101 February 25, 2021 c userstjeany wxanhold associates tlmpboxlanhold associates tlmpboxlanhold team folder\projectslbiswil mn101_wtlt02_sheetstc101_exwn &demo.d.9 © Anhold Associates 2020 CONSTRUCTION ENTRANCE ROCK CHECK DAM SILT FENCE STORM DRAIN INLET PROTECTION TOPSOILING PERMANENT SEEDING STORMWATER CONVEYANCE CHANNEL CONSTRUCTION ROAD STABILIZATION OUTLET PROTECTION ST SEDIMENT TRAP DV DIVERSION O IN ----------------- ----------------- ' / ----------- _- \ \ IN -_- - I --------------------------------- I -------------- ------------------ , i EDGE OF.EXISTING WOODLANp'TO REMAIN. IN I I � � I � // II 47, ' I - -. _- " - - - - -- �/. LIMITS OF SITE / DISTURBANCE �+ / ------------------------- IN / i i \520 / IN IN IN 5F / -' EDGE OF EXISTING MWED aw� �j WOODLAND Tk7l F.Y_S _ 75' 04 I 0 c5users\jenrry wYanhold associates tlmpbozlanhold associates tlmpbozlanhold team folder\projects\bil l nm%01_cad%02_sheets\o110_e&sAwy 'I 1IN `, '\ F / ••` KEY IN\IN IN IN\' , / STEEP SLOPES - PRESERVED 'II tit \\\IN �`../ STEEP SLOPES - MANAGED III �'.f`, PROPOSED PAVING IN IN 11 1 IN IN IROIECT` IMITSIN IN > ALBEMARLE COUNTY - 6j0 CLIENT IN ` IN ------- — �� f 401 MCINTIRE ROAD IN \ V�©` / i x CHARLOTTESVILLE, VA 22901 IN It / i ADDRESS IN IN BISCUIT IN y ` �P/ ••• `, •••••. ___ - RUN 6p0 INITIALS ITE PLAN - INN. f - " C 4/ -_ �c - ANHOLD ASSOCIATES ----__ LANDSCAPE ARCHITECTURE+PLANNING ss� l0A� DV __ ----------- 8311 Rockfish Gap Turnpike IN Greenwood, VA 22943 ` - ` Q S ---- -- 434.882.3420 SAC , anholdla.com -------------- 572IN \ / - ------- -------------------------- 570 ��— - \-------- -- ----------- ' -- I\ , T� - -_ _ 2 \ rnY +561.00 \I MTr 07G — —� k EDGE OF EXISTING - - D TO REMA1 _ _ _ _ ------------- - ------- - - -- -- � �/ ------WOODLAND N_ — — IN I- - - - - - -- -- - I-------�---- — — ` --- " LIMITS OF GRADING _ -' - � � --- - _ _ _ L_ _ ,T --- ' �s _ , SLOpE DV - - - \ ------- 58 ----- --- - .__-- _ EXCESS FL T PILE _ / 5 \ - CONTRACTOR TO_/ERIFY_EXACTAREA --___\ - -------------- --- TO S54 -- - ------ \ REQUIREM_ ENTS. ------ ----- TO -------------------------- 550 SCIC 548 ` \ ! -- --(a---------- 46 V / EIMITS-OF------------------ ------ ------------- ------ '5 GRADING - � ••LIMITS OF SITE'-, _______ - 4 --- D18TURBANOE --------- \ ------------- ---- — - - 560 ------ --- -- -- - - - - - ------- - ---- ` --- / .\ .` `• DISTURBANCE- •� -'LIMITS OF SITE 1 ---- ------------- --- - DV ------ --I--------------------------------- I IN IN IN _ --- - 54U - IN,�p,LTH O8- INF 5go SF iiii IN _ --- IN VID T. ANHO ----------- Lic. No. 00311 -- ti --- ------------- OIN /�'••. �. __ PS � I � APE A , ---------- --------- I"A I\ 1'1'�__ IN IN ----------------- DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LICNO.00311 ? SE OACK = 75 Q FR NTYARQ — � Vol _ _ REVISION: i I �`�---- - \\ — -- — --_�— I - NO. DESCRIPTION DATE 1'i _---_--- ; WOOD 01 PARKS& FACILITIES REVIEW 01.29.21 IN i J i 02 PRELIMNARYSITEPLANIN 02.25.21 EDGE OP EXISTING \ FOPINITIA ONSTRjUCTION ENTRANCE ...---� ' IN, PHASE -1 (1, / _ p5d WOODLAND TO REMAIN. " OR MO12LIZA�ION. TOIS CE SHALL BE REMOl ONCE THE I, F2323 --' -- ` PHASE-2EryTRANCE CON TU_ ------------7 ------ '- VON STREET ------ --- _ SITD - -_- - ------- ' F2323 �� � -'----______--- - _ , j ------ — - - TA49 ' 530---- _ _ - _ IN' It `I 1 - ' •_� _ \ �. 1 its ` - I - _ _ _ -------------------- __ - 52 - , S*i ET+ — LIMIT _ `-- -- ISTU �,, --- - STOP \, `��I °MSP - -_-- / Nil / IN � SHALL PROVIDE ALL TRAFFIC CONTROL' II SCALE: 1° = 30' I I SHEET NAME: E&S PLAN- PARTIAL NORTH -----� ----- N SHEET NUMBER: _- _____- - C-110 --- DATE: February 26, 2021 © Anhold Associates 2020 - - -- IN IN - - - - - ---- X IN --------- -- ------ It IN IN Iz -- IN IN I I IN I IN `FRONT YARD SE A D INT - t \ PROjECT LIMITS G / ,' EDGE OF EXISTING WOODLAND TO REMAIN. 11t --- CLEARING AND SITE I T _ STU _ _ DI F21�ANCE , i - ------ AM 7 AND w X Od- =___ ---- { X aMIT i! = 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 ------------ -----------"_"---------- -- --------- - I - , � ��iiii��� ITS•" ��-'-� �� � X_ \\ _ ----- �� ��------------ ------------- X X = 0 15 30 60 I j. KEY STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED PROPOSED PAVING "F.Y_S = 7.5, I ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 /_19701ll*R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o5ti' NLTH 0F'7S4, UO DAVID T. ANHOLD a e Lic. No. 00311 1- w ��APE ARv� DAV I D T. AN HOLD 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 SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE 1. THE LANCONSTRUCTION APPROVING R VING AU HOTS MUST FOR BE EROSION AND SEEK PRIOR CONTROLEPRE-CONSTRUCTION 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 COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. PR 0 TE C TIO NSEDIMENT 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 ENOWALL 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 l j BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. , r 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND ., TOE OF FILL I �� CULVERT SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ----------- - /�/�i // /� l ALBEMARLE COUNTY 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING i i = CLIENT SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ��_ ; ; _ FLow ® �- 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. - i 401 MCI NTIRE ROAD I I II•• II"' 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY I I - III -I III CHARLOTTESVILLE, VA 22901 NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. �` 4 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. - L-- -- ` IT 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. r IT INTO THE TRENCH. BISCUIT 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. �- _�� . L TOE OF F LL 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 TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW / / COLLAPSE. WIRE SCREEN IS TOWARD EA1aANKMENT = _ - 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES FILTERED WATER j�- WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER OVERFLOW FLOW / - IIII / IIII INITIALS ITE PLAN I•'I' I PORTION OF THE PROPERTY. RUNOFF 70117.. `�� ' 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 1- FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY WITHEDIMENT- _ 0P TIONA L STONE COMBINA TION * Ftow /- THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE I III �° = III �° ANHOLD ASSOCIATES COUNTY EROSION CONTROL INSPECTOR. - A^-..:: 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT $pj .' 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 qII- "=' 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 SEDIMENT I •i: ;P.q:, WITH GRATE °' s' Greenwood, VA 22943 KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. 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 o SPECIFIC APPLICATION A A anholdla.com BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50 k OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE } TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO FLOW ONCLASS FLOW IHALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE - 2.5'20 NO LONGRALL RNEDD, SUBJECT O A PRO ALL BY TH OUNTY EROSION CONTROINSERY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED ITHIN CTOR.O DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE HEACAPA ITY OISSNECESSARYCTODAND WHERE AN PEVENT EXCESIVOEERFLOW PONDNGAROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. VOOT /3. #357 OR f5 COARSE AGGREGATE I RIPRAP POINTS A SHOULD BE HIGHER THAN POINT B. TO REPLACE SILT FENCE IN - HORSESHOE - WHEN HIGH VELOCITY' OF FLOW IS EXPECTED DRAINAGEWAY INSTALLATION (FRONT ELEVATION) DROP INLET SEDIMENT TRAP (ST) SILT FENCE CULVERT INLET PROTECTION (IP) r3'� SILT FENCE (SF) C-112 NTS C-112 NTS C-112 NTS TEMPORARY SEDIMENT TRAP STONE CONSTRUCTION ENTRANCE 1992 3.05 VARIABLE' '° "'" EXISTING PAVEMENT CONSTRUCTION OF A SILT FENCE I Al ' (WITH WIRE SUPPORT) ORIGINAL VARIABLE r 5:1 GROUND 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. ELLV. 1.G FILTER CLOTH MOUNTABLE BERM TRENCH UPSLOPE ALONG THE LINE 6- MIN. p (OPTIONAL) OF POSTS. 67 CU. YD./ACRE _ VARIABLE' SIDE ELEVATION _ N EXISTING GROUND 67 CU. YD./ACRE 70' MIN. I (EXCAVATED) 4' MAX. T FILTER CLOTH ORIGINAL B VASHRACK 10 MIN. GROUND <OPTIDNAL� ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP 10' MIN lL MIN. �- EXISTING FLOW .,,. - III � I •,.. PAVEMENT a" CROSSSECTION OF OUTLET --� 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE I FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. VDOT IIII POSITIVE DRAINAGE IO' MINI COURSE AGGREGATE TO SEDIMENT i CLASS I RIPRAP LENGTH (IN FEET) = 6 TRAPPING DEVICE r �- 6 X DRAINAGE AREA (IN AC.) • MUST EXTEND D E WIDTH Or PLAN VIEW -> OPERATIONS AND EGRESS - �- .� DIVERSION DIKE _ 12' WIN. �\ -_ - _• �� III FLOW Illlr Y MIN / MIN FILTER CLOTH EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SECTION - FILTER FABRIC COARSE AGGREGATE* /�` / / / FILTER CLOTf�j'/��- IXGAVATED I � AREA Source: Adapted from Installation of Straw and Fabric Filter ��PLTH OF Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-1 O *COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 REINFORCED CONCRETE / DRAIN SPACE OUTLET (PERSPECTIVE VIEW) SECTION B-B III-24 S DAVID T. ANHOLD a Lic. No. 00311 G 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 E1R R 0 CK CHECK DAM STONE -LINED WA TER WA YS FENCING AND ARMORING DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES 2 ACRES OR LESS OF DRAINAGE AREA: W REVISION: 1 4-12 NO. DESCRIPTION DATE SEEDING RATE NORTHa SOUTHb t`i s ftlinil% 01 PARKS& FACILITIES REVIEW 01.29.21 -PLANT 3 - - DRIP LINESPECIE$ 311 5/1 8/15 2lIS 5/1 9/1 CHARACTERISTICS FILTER CLOTH d 02 PRELIMNARYSITE PLAN 02.25.21 Acre 1000 h2 to to to to to to (OPTIONAL) - - II1111- �I 4/30 8/15 I1/1 4/30 9/1 11115 I8" _ (DOWNSTREAM VIEW) II - OATS 3 bu. (up to 1001bs., 2 lbs. X - X Use spring varieties (e.g., Noble). _ = __ show FENCE --�KEY IN FILTER (Avena sativa) not less than 50 lbs.) VDOT # 1 FILTER CLOTH = = CLOTH 6"-9" RYE' 2 bu. (up to 110 lbs., 2.5 lbs. X X X X Use for late fall seedings, winter COARSE AGGREGATE Secale cereale not less than 50 lbs.) cover. Tolerates cold and low ✓�L� + moisture. FLOW 2r 3' V-SHAPED WATERWAY WITH STONE CENTER DRAIN pIM NOTE: A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH. 00 I I GERMAN MILLET 50 lbs. approx. I lb. X X Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. BOARD FENCE 00 /YIN ANNUAL RYEGRASS° 60 lbs. 11h lbs. X X X X May be added in mixes. Will 2- 10 ACRES OF DRAINAGE AREA: W CORD FENCE (La Lim multi-florum) mow out of most stands. 2 3 W PLASTIC FENCE WEEPING 15 lbs. 5112 ozs. X X - Warm -season perennial. May / 4-12" - - - - - -- -- - --- CORRECT METHODS OF TREE FENCING LOVEGRASS bunch. Tolerates hot, dry slopes - Era rostis curvula and acid, infertile soils. May be 6 ICI - Id added to mixes. s _ - I FILTER CLOTH 18" KOREAN 25 lbs. approx. I Ih X X X X - Warm season annual legume. (OPTIONAL) T LESPEDEZA° lbs. Tolerates acid soils. May be -- ----s -- = - (Lesnede/a sti ulacea added to mixes. (DOWNSTREAM VIEW) 7- �IIL IIII - FILTER CI KEY IN FILTER OTH = = CLOTH C-9" SCALE: I VDOT ,#1 1"=30' a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. COARSE AGGREGATE -ell SHEET NAME: b Southern Piedmont and Coastal Plain. ° May be used as a cover crop with spring seeding. FLOW �?.I PARABOLIC WATERWAY WITH STONE CENTER DRAIN ,,.�,� E&S DETAILS d May be used as a cover crop with fall seeding. NOTE: A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH. !� "�pIXII'I X May be planted between these dates. wghi May= be planted between these dates. \ •a CORRECT TRUNK ARMORING SHEET NUMBER: CLASS I RIPRAP 7 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 February 25, 2021 o: us mr enny mYXanhold associates dropboz nhoid assocates dropboz nhoid team foldertproject this ft un101_cadXG2_shmtstct 12_e&s details.dC-112 NTS NTS © Anhold Associates 2020 i i � ,1 , , 1 _ 'I `\ '`, KEY --- --- I ,. STEEP SLOPES -PRESERVED `. -- ' \ � ____ STEEP SLOPES MANAGED I , , I , _ \\ PROPOSED PAVING I 1 / I-- - --- ,I �ROIECT`�IMITS \ `. I -'' - �r �'� �r �, �rt ,\,�� � � � COUNTY ,"11I1Il /, 1,I/I "" I�,/llA, l "',,"(/ ,,", l I -," "II- ,_ -/ " I,':_�,I�, , ,1_ �,/�/,,,-,I �,��I/II-I I�I 1-,,,/,/""I"Il -1�� ,:1 ,II:1_l _,�"�/�,1 /,�I -_''�-l�_,1-I I I ,,/ I 1/-""I'/�"I" ,,II"I,, / ,"", ,I, I,I I /'�/ /1"/ ",, "', ',," / II"I. , / ""/ I /, � I"/,I1/1I, 1,, /,, I;I, 1, /�/ /I , 11,", '- � LBEMA - "II ,,, -, ,III'-,, ""-,II]",,_l, � I -f 1 IN ITIA SIT r_ , - I CLIENT 155 \ - 6j0 0' 1 I I 1 j ' I .� 401 MCINTIRE ROAD \\ I I /I i \ _ - _ ' / CHARLOTTESVILLE,VA22901 _ i \\ -` -----------I ;' ,' — \ I -_ _-- - ADDRESS / \ -- __ ------ ; / / \\ `\ - ' __ __ - BISCUIT \ , - ' _, / -' - - , - // --- -'� ,"MOWED \ -PATH TO'BE STAKED; 2. °k RUN , ASPHALT 1 - -- s I --- --- 0 j ;' I' ,15AVING L=2 S - 00 \ ---- i/ if; ' , I , ` , , , , , I / ANHOLD ASSOCIATES , ----------- I - _____l', _'/ I / ` \ � , \ 1` _ -- --"---_________ - '--__, LANDSCAPE ARCHITECTURE+PLANNING / / SS \ s� s�0o \, _ 8311 Rockfish Gap Turnpike __ F Greenwood VA 22943 ` ,� ,_ 5 I s� 'a d� --- ------ �}0 a L 20 PAVIN �` / 1'" -'' ,,-- I 434.882.3420 ' \ / - -- anholdla.com , 1 s I / _ , rn \ f_ -'_ ' ,''/ / 11 y9 11 '`y \ \\\`� \ \\`\ \\\\ / � ____ , i i I �'` _,__-�_- � -'�" ;' '' -- ----- I s \\ HILLTOP � - �__ , \ , _ 0 1 , , -_�- / \ LAWN �/ ---___ \ , ' ----- --- I�\, i i - — --- -- __ ERRACE �� ---- C=5a 25 i' �l \`v �P"IMvv� - -__� -- ---- \ qsT� - _ ---- VING - CONCRETE 3 I 570 `\ ' PA L-200 ' // I I 1 D TAIL`\ -- "C% a SA8 B ND,`G { 20a_ AREA PLAN •\\ CURB AND GUTTER II 0 ��� ' SEE CIVIL DETAILS EE V AILS 4 DUST 56 STO D T \ I / _ _ - a +56 f i�U L 200 MIT dFG - - -- "` -- _ _ o , I y --- ------ - 0 ----- — — — — _ --_ - _ \ I \ n 18 0or — — - ' @ _ _ \ ' i _ \ 4 00 J \ -",L 2 , LAWN I LA _ r _ '"",, , I ", ]I"-I�, -I ",� " / , , ,/I '/ll "' ," - ",,I-/� 18.�0 oI I a3 -f-- -- - \ -- � 11, _I.�II_._I II II'__II,- __,-,"",__'��_ _�,_,_Il_,,-_," _,"_'�"_ _--_,� _," -_,,-�__ _-��-_"- '-,_�_"�-�_I_--ll '-_I" -- ,-l'�'"I�-_�-I"-l l -,",-_1'--�,I�__"-,, �--', I �",1I',- I�-�_" "��I'_���'_,,l, I-,�1l l_I"�,", �"',�",� _,- , ,1,',"�I_"I ""I,�_,�',_, , "�'"'�,l�, -," I �,"I"l,_, '_-'" ,_�',-� I' " -l1,�,,I1I_'� � -_,I ,�,�'1_ I�_, 1,���-_�",,"_,-�l-I��1/_ �" -"1,",I 1 - ,"1I -1 - " "I,,1',jI-"I"1I"-�"I-,-, "',_, -_I-_ -I, "�1-, -"'I" ", _I,,,II_I,_"����-,- '"_�_�I, ,,1"11�__-�'"'�_"lI I- 1 "_--""',,Il," l , -", ""_I I I'I,I � --,'I'""1, III" -I, �I �'-"1 II,l�,-"'"",I" "�- ,," I ", I- �/" ", ,"/I 1_"I/ /, '/" " \ "_/-"" ", /�1" / / _II1-I �I "I I"//I ,-"I, I,''// Il ; "-�� ,I I, , I ,", 1-/ , / I /I/ ,,-/ I ," ,/, , ," 11-//I" /,1 I" " , ",- / "I " ,/// �/ I" "I, "I I,/ / "I, "'I I" �1/� I1/ :, I'1 / // ,,I '" " /,�/ / I/, I I,/I II .I "� // /I",I I / I "I/, , "/ A,'I /� IIl,, /"" /,_,/ , ""I " ,""/_/1", 1 /l '/I I , _/ 1/-,, / � -1/�/"_, , ,I- \ -�/,"-"_II-I -II-I ,/"-l-/"_,�-/,-��-,/ ,I_-1�--,I1" I ,1,I ,_" ,/1 ,-I,"�"',-"�I��_� ,, , �I� ' ,_, II ��, ,_II ; , ,'l"I�":\/;_,1",� -,�:; 1 o�,� I r I_0�, ,,_ \,)I � �, ,1I" -�;I;I� �, � � I�I I --I " II ,- II 1I �-/, _,-/ (� � ,/ %/ I ,�, 7�\�I -I,I � " -�A- " \- " I- ", �-I" ; /i I . -"\-�''I�- i �-l"\--11,; 1� - I,1II I I �B-" jk 11 � :�/1�-A+,WJ5,/I I '1I/"/,7II , .i\0\, \0"I\ 1 II � 1',,�� ,,�� ; I II III� 11 /!// �S �;-.� :: I ,V ,./(//,1 I I 1" ,A\1 I1\/ I\_�/ % 0 -,it 1I II I I \1I/1t ,% �I / 1\ \,�/ \11_ I/I, ;I� ��I I- ;, 11- 1�II -I_\I _ .N 1 --- // I1"�// ", �1, ,,1 ;I I I" �l. ,/,-7/�/,, "'"/.�II IE'—11/1 ?/" ., , /SrI I "/" ",/T, _I /_,A// ---------- - - / \ \ \\\ ------- m_ `T ` --------- ___ --- _ D 564 \ / _ , - ----- — — ---- - __ -_-_- D S , .� , ' I \ I I j \ \ ROP` $ED ------------------ - 5:'fS pE /' - - 1 \ i \ -- ' __ '---- ', ___-_ - 58 STAIR ? TO/(� 554--- - $O STOCKPILE - ----- ©' T 3 CONCRETE ` L-200 PA \ ' 02 \ \ �I ---- - -- - ------ mQ , TYPE 2 L;$ D _ _ _ _ _ iis 11 \ _ �\ 552 \\ - - -- --- __ - _ FT - -- ,' i CONCRETE' 3 � \\ ----� ^' --"-- - ___ 550 \\ ------------- ------ S------- D, \ i PAVING L- 00' I \ / _ _SAIR" \ \\ -_ ---------- -- _ z ' / 9 i Cl202 TYPE 2 548 ' cn - , w ---------- -' �O - `�� o \` ! \-- 1 ,, '$46 \ -- --- NC y r - - '' � „ --- , a ---- --- / ME --- - — i �, " RF ,KAOWE - ---- -- - ' / I I w G W - PSG � ATQ '�..� ADO , D, _ o— - - ,_ / ---- -- / ' / \ \i 'PAT O 56 .� _ I /' / _- ---- -- , / 1 \ \ _ ` BTAK / - , ' / \ _ - --- \ `\ \ , c ------ 1, \ \ I\1 ------ ------ - - ----- ---- 1. -- - / DETAIL -- __ ____-- -- , L 201 A EA PLA I cn _ _ I / - ----------- f - ---- - i , ' / / s44 ---------------- - Pj T$ Ott , S? 5 8 - _ DI -I INLET , "_ \ ti _ / \ S 8 4 AND T RnA PIPE / 'S \\ , I/ - SEE" IVILDETAILS � — \� - "- -'' ✓ o ( - ' Sag ------------- + - ��,�_ '-- DAVIDT. ANHOLD i' � - 6 , S - \_ ►'ROPp� \ ------ Lic. No. 00311 1 SE � - - - 1',---------- � -- � TRAIL -- --� i I 7�d , , 3 , \ s� / �_ \ - AP AR \ \ —�ti �' 2 '' TO REMAI P - --- .\ .\ a i i \` - - , / � E aa J - sa \ ---- � EXISTING TREES � '- \ �;,� %. ;� I, l._� l ,I � 1! I I .I I.i1.I I _\/,�"_'I I I? . I �k� I ,�� , III."1V1\ ," ,�.� :I � \.1�I, I I, I �MII; ,I I � I, 1\ ,�I , I\ , ' �G� R --_ o N TY \ ' - - ,�\o I '11� 1, 11r;I- - I , 1, 1-,\ I \ ��/ �. i - _ _ cy\ — p - -- - \ \\ i C A - - \ �N� i' l 5 + \ tS` `a0� S� '' ' \\ `\ ' \`\ \ �C+ \`` NN ?S I `\\ ,' DAVIDT.ANHOLD ,,,--'' '' y�� '`/ `\ \ \ - h - /' _ \ \\ i _ VA LICENSED LANDSCAPE ARCHITECT ' \ / \\ \, \^ -- /' ''I 1\ \ \ \ \-' // _ LIC N0.00311 --' - - __ FRONTYARPSETO_ � o\ � _____ REVISION: /---__ 1 26 _ -__ �� II B�OFILTER #z \ NO. DESCRIPTION DATE I � - '' _ / - �I PR � S �GRAdIN '1 ------ p:-` `� I I � I 01 PARKS&FACILITIES REVIEW 01.29.21 - 1 2,575 SF �i �' h� -" cn � I I I - I i J I I i 02 PRELIMNARYSITEPLAN 02.25.21 wn a� I SWM I , /,? /' ti ry / ,_,\ �� % % .------ ---- ___---____--_-_7. /,-- - - --- ---------=- SI - - - - _- '_ F.Y_S 5r �' I j L ENTRANCE WALLS / I "' --- -7 \ , 3 _ - So � - i /,- AVON STR 'czoo t 1 I N ET // N LS / T A o -- - ,� � Mg `� '\ i W L2Q0^�iS� - ; F519— / - / I _ \------------------------------------------ ------- %/ ' - - 504 SO 51 / i - - - ---- - - _ _ i / ` \ -- ROPERTYBOUNDAR-------- ----- __ T44" / / \� l 530 I ` ------------- / / '� �J \ I ' - 7 ! '\ NEW CURB INLETS AND - I __ -- /\ �� --- — _- _ _ I i \ STORMWATER UTILITIES. 30 00 �Z ' - 1 \ \\\ -- i 1 \\\ , I , —I � �� T, SEE CIVIL DETAILS IN �`� �u ", 1 -- ' 1 F2323-'- _ _ / - ' - - - "- - - -- - _ _ _ " - - ------- ---- ,' 1 ' �� 'L' \ / -___ _ � _ _ _ _ __ _" - _ "" � y '/ \ \\ \\ \ - _- 1 1 it \ •\ OMZ — - - r - i EW PAVEMENT " ' I \ — _ - — +_ _ --s - EXPANSIONCALONG ROUTE 20 N -- ' ` -- - - - - \ - BEGIN NEW TURN LANE TAPER _ _ 31$ (\ o -- - 52------------- - \ - \ _- --- \ _ _ _ - = h _ -- "-------------- - --52r L� �U�BANCE I �\ "\----------\`- 4 \ --- --- _-__ / - o ----- �^ NEW 200' RIG TURN P ------ ---C2 _ - fn `O 1 y NEW PARK ENTRANCE BASED ON CIVIL PLANS' — — — — l- __`� - - pe \c VDOT COMMERCIAL ENTRANCE — II 0ER ( DS I SCALE: W — — — — RUUTE 20 `, co \ \ NEW LANE STRIPING, \ — — — I\ ' , \ _ - - _ ---- - -- ------ J - - LANDSCAPE SITE PLAN ���� _ _ \ TYPICAL SEE CIVIL PLANS SHEET NAME: - - - — - - --------------------__- - -------------- -------------------------- -- (- - - - - - --------- - - - - - -------------- ----------------- ------------ -U Q -_ - --__ - - - -- - ------------- - ----- ----------- ---- - - ------------ / - - - - - --- - -- - ' I -""-------------_ - - -- - _"_ ----------- -----_ - - - ----- - - - - - - - EE ----- --- _ ------ -- __ - ------ -- - - - --- _ _ - - ----------- - - _ - - I11 ----------------------- - - - - -------------- _----------------------- - - - _ --- _ --- _ - -- _ - - ----------------- - ----------------- �' - - ------------------------------ -- - 510 ----------------------J------------------------- ---- _ DATE: February 26, 2021 c:\usersljeany wAanhold associates tlmpboAanhold associates tlmpboAanhold team folder\projects\bisw0 wn101_cad= sheetsV100_see plan.d.g 0 Anhold Associates 2020 IN ♦ ` ` \ , _ - _ IN IN IN, IN , , , IN I It S ill `♦\ _________ --'-'- _- _ oo`, ` _.IN IN , \ O R�SETBACR - -- , 'F ,R ` NT YA — 75 " PRO 1J CT LIMITS PROPOSED ROW EM'BANKMENT PROPERTYBO GRADING AT 2:4 MAXIMUM-qLOPE, TYPICAL. ' ---_- PROPOSED STORM PIPS ` F=XTE 4SION WITH ENDWALL, ,TYP PROPOSED SITE WALL AT MB UTILITY POLE L2 END OF NEWT NSITION - -------------- LANE PAVEMENT --- ------ A9 494 _ \ V - PR©3 — ------------ ---------------------------- NEW`- LANE STRIPING, TYPICAL. SEE CIVIL PLANS LANDSCAPE SITE PLAN SOUTH STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED PROPOSED PAVING NEW SOUTHBOUND TRANSITION"1 I LANE PAVEMENT. SEE CIVIL PLANS' SL \ ---------------- PROPOSED SITLIWALLAT WMBW' 'w- .GA y� � �•'%F�3 2��i,,,.y��• ,ii F23TS� .LIMIT OF DISTURBANCE (DO) 75 AMP, DOM V X --------------------- ---------------- _ — — — — RUUTE 20 -- ---- ---------------- -_ ----- --- ------------- -- - ---------- - ----- -------------- _ X N 0 15 30 60 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 /_19701ll*R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o5' NLTH 0;7M,',I'4, UO DAVID T. ANHOLD a e Lic. No. 00311 G w APE DAV I D T. AN HOLD 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 userstjeany wY,anhold associates tlmphozlanhold assocates tlmphozlanhold team folder\projedslbiswil mnM cadt02_sheetsV101_landscape plan-partial.d g © 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 1 1 /2" = V-0" 'QO° V11 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/Z" = 1'-U INTERMEDIATE POSTS SHALL BE SPACED EVENLY AND CENTERED ON TREADS. o CONC. WALK, �> SEE DETAIL 0'-4" '-3" 1'-3" 0 1/2" CHAMFER, CONTINUOUS. 00 d d " ' 1/8'/1'-0" SLOPE tO o d ° — 1/2" RADIUS d d A �d 0 12", NO. 6 COATED REBAR DOWEL BETWEEN STAIR AND CHEEKWALL. a: ` NO. 4 REBAR IN NOSING :e CONCRETE STAIRS. 3200 PSI, d d WITH AIR -ENTRAINMENT. o °d 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" 3116" 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 3500 PSI CONCRETE WITH HIGH AIR ENTRAINMENT. LIGHT BROOM FINISH WWF 6X6-W1.4XW1.4 Lrrn,..."au.r l i i i � COMPACTED 21-A GRAVELBASE COMPACTED SUB -GRADE ALBEMARLE COUNTY CLIENT SAW CUT CONTROL JOINT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 o ADDRESS J T BISCUIT RUN =ii� ICI INITIALS ITE PLAN 3 CONCRETE PAVEMENT L-200 1 1/2" = T-0" VARIES, SEE PLANS 0 M 0 3" VDOT #21A AGGREGATE AT 100% COMPACTION. LANDSCAPE FABRIC, CONTINUOUS 100% COMPACTED SUBGRADE APPROVED BY OWNERS 7 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 1/2" = 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. CONC. WALK, SEE DETAIL ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o5' NLTH 0;7M,',I'4, UO DAVID T. ANHOLD a Lic. No. 00311 G w PE AR& DAV I D T. AN HOLD 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 SHOWN SHEET NAME: LANDSCAPE SITE DETAILS- PAVING c:Wsersgeany wY,anhold associates drophoAanhold associates drophoAanhold team folder\projectftiswit wn101_wtlt02_sheetsU200_detailsyaving.dwg © Anhold Associates 2020 SHEET NUMBER: L-200 February 25, 2021 FPARKITG AREA 8' CURB INLET AND STORMVA APLER S ILITIES. SEE CIVIL CONCRETE PAVEMENT L-200 STAIR TO TRAIL CONNECTION 15 a STAIR TYPE 2 L-200 VAULT TOILET L-201 CONCRETE PAVEMENT L-200 CG-12 CL RB RAMP FOR ADA ACCESS CG-6 CURB AND GUTTER. SEE CIVIL PLANS. I 18' "1 24' PARKING AREA 4 I 1 DETAIL PLAN TRAIL HUB SCALE: 1- = lU u F 18' VAULTTOILET bD ao - co M ADA VAN PARKING ARIA HC ACCESS AISLE O m HC — 18' w t— j 5' -. HC ACCESS AISLE REGULAR PARKING m SPACE I PARKING AREA ACCESS ROAD, SEE CIVIL PLANS .� 6' L-2BENCH 02 CONCRETE SIDEWALK. FLUSH WITH ASPHALT PVMT. EDGE CONCRETE L-200 PAVEMENT 6' CONCRETE WHEEL STOP. TYPICAL. CG-6 CURB AND GUTTER. SEE CIVIL PLANS. L 3 SIGN L-202 KIOSK 18' 92 u 6' CONCRETE WHEEL n STOP, TYPICAL. PARKIf)G AREA CONCRETE PIDEWALK. FLUSH WIT ASPHALT P MT. EDGE CG-12 CURB RAMP FOR ADA ACCESS CONCRETE L-200 STAIR 1. 24'IF 18, CONCRETE SIDEWALK. FLUSH WITH ASPHALT PVMT. EDGE PLANTING ARIA PARKING AREA ACCESS ROAD, SEE CIVIL PLANS CONCRETE L-200 PAVEMENT 2 STAIR TYPE 2 L-200 0 5 10 20 0 ADA ACCESSIBLE ROUTE AT 5% MAXIMUM LONGITUDINAL & 8' 2% CROSS SLOPES. ASPHALT 1 39'-92" PAVEMENT L-200 10, 7' 16' 8' 12' 6„ 8'_1a 6' 13' 9" ALIGN. 1 BENCH L-202 STAIR TYPE 2 STAIR TYPE 2 ADA ACCESSIBLE PVMTS. AT 5% MAXIMUM LONGITUDINAL & 2% CROSS SLOPES. A LIMITS OF PROMONTORYLAWN ASPHALT 1 PAVEMENT L-200 CONCRETE SIDEWALK.57 FLUSH WITH ASPHALT PVMT. EDGE �O $'' 38'-6e 0 3 CONCRETE L-200 PAVEMENT 6' CONCRETE WHEEL STOP, TYPICAL. DETAIL PLAN PROMONTORY LAWN SUALE: 1" = lU 0 5 10 20 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 /_19101:7*R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o5ti' NLTH 0F'7S4, UO DAVID T. ANHOLD a e Lic. No. 00311 1- w ��APE ARV� DAV I D T. AN HOLD 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\jeany wY,anhold associates tlmphoAanhold assocates tlmphoAanhold team folder\projectftiswil run101_wtlt02_sheet0201_detail plan.d g SHEET NUMBER: L-201 February 26, 2021 © Anhold Associates 2020 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 STAIN/WOOD 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 '1�1 T-0" SEAT, CONTINUOUS �✓ 0 2X7 WESTERN RED CEDAR, CONTINUOUS AT PERIMETER. 3/4" RADIUS ON EDGE. u 0-3 0 CONC. PVM1 (: SEE DETAIL 11 T-0'' CONC. FTR. t SUB -GRADE, COMPACTED @ 95%. TYPICAL TRAIL SECTION 1„ = 1,_0„ 2X6 PRESSURE TREATED, TYP. 8X8 PRESSURE TREATED POST se CONC. PVMT, SEE DETAIL ■ . �r i 1'e �111iON-SITE RIVER GRAVEL NOTE: 1. REFERENCE PLAN FOR TRAIL SURFACE MATERIAL. 2. REFERENCE GRADING PLAN FOR PROPOSED SLOPE CONDITIONS. 4"-VDOT 21-A GRAVEL, COMPACTED @ 95%. SPACE EQUALLY 4' OC MAX 1 z' ANGLE IRON Z POST WELDED TO STEEL o CHEEK EDGE N 0'-2" '1N vlpp�E M a 4 m 0 8 STAIR DETAIL r' =1'-0° 0'-1 STAIR LENGTH VARIES, I T-9" 8" DIA CONCRETE FOOTER IrdwIM 2" DIA Rt >" X 12" WHITE OAK TREAD CORTENS CHEEK EDGE RUSHER RUN 21A OP OF GRAVEL "X 12" PT PINE ;TRINGER RATED OR GROUND :ONTACT 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 o5' NLTH 0;7M,',I'4, UO DAVID T. ANHOLD a e Lic. No. 00311 1- w ��APE ARV� DAV I D T. AN HOLD 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 - CONT'D c:Wsemsjeany wY,anhold associates tlmphozlanhold associates tlmphozlanhold team foldenprojectftiswil mn101_cadXG2_sheetsU2o2_details_w Ils_stairs.d g C Anhold Associates 2020 SHEET NUMBER: L-202 February 26, 2021 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'-6 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. 2 2X6 RAFTERS. RECESS FASTEN WITH 3/8" GALV. 8 BOLTS. 0 0 a� 2X8 COLLAR TIE ON EA( POST. FASTEN WITH "< CARRIAGE BOL i o 0 O. 3,-2„ T-2" 3/4" MARINE GR PLYWOOD SIGN E DOUBLE 2X8 VERTICAL S CENTER OF SIGN B m I 1-1/2 X 3 CONTINUOUS RECESS BOLTS AT BACK OF O POSTS, TYPICAL DOUBLE 2X8 CROSS MI a TOP & BOTTOM OF SK `8 — — FASTEN WITH 3/8" GALS BOLTS. 0'-3' 8X8 POSTS GRAVEL PAVEMENTV\ EDGING, SEE DE CONCRETE FOO a a a' d e ifl , N m a d a a a. a. a ° d p° d i0 0'-6" 1'-6" 0'-6" 2,_6" SECTION KIOSK DETAIL L-203 3/4" = 1' IKE 0'-9" 0'-9" 8'-4" 0'-6e 0,-6„ 1'-112" 1'-112" 1'-112' #k a r 1 72 ROOF FRAMING PLAN ran �r ownini i— nn�r ELEVATIONAL SECTION 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��p,LTH 0F�'M,',I'4, UO DAVID T. ANHOLD a e Lic. No. 00311 `G b APE DAV I D T. AN HOLD 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:Wsemsjeany wY,anhold associates tlmphozlanhold associates tlmphozlanhold team foldenprojectftiswil mn101_catlt02_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 rt 1- Z TOILET / W r\ Z z 0 U W N WOMEN'S 1 3'-10" 6'-6" ■TOILET 11h MECH. #WATER SINK SINK N SINK ® TANKSES 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 INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com 17 o�tip,LTH OF''M'I'4, DAVID T. ANHOLD a e Lic. No. 00311 G w 17,APE ARV� 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 3is"=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 usemsjeany wY,anhold associates tlmphoAanhold associates tlmphoAanhold team folder\projectftiscuil run101_wtlt02_sheet0210_vault toilet details.d g © Anhold Associates 2020 PROJECT LIMITS 30 0 30 60 90 SCALE: 1" = 30' / PROPOSED LIMITS OF DISTURBANCE (TYP) / STANDARD CG-6 (TYP) / CONCRETE SIDEWALK ) / VAULT TOILET / I CONCRETE STAIRS / 16 / � F IRS / I / 21 / RS / 39' / EW PAINT STRIPING / F BIOFILTER #1 PROPOSED STORMWATER MANAGEMENT EASEMENT / BIOFILTER #2 — / / / I tCN o zl6 I J W =I W U = � N Q w �ILU ln i I i Ii AA - F23T3— DOM ----'----- 14 / I R82' \ �o 6 i \ =_, I I � I I ROPOSED NEW PUBLIC RIGHT-OF-WAY I / I ,�P / PROPOSED 20' WIDE PUBLIC DRAINAGE EASEMENT PR/ R POSED ENTRANCE WALL IRS 61.61' PROPOSED WALKING PATH (TYP) 81 20 \ r 8 \ Rosrrtns\ —RR0 \o 15' 24'\ WHEELSTOP (TYP) CONCRETE STAIRS CONCRETE STAIRS — CONCRETE SIDEWALK R514' PROPOSED LIMITS OF DISTURBANCE (TYP) \ 4 CONCRETE STAIRS \ \ iy PROPOSED 20' WIDE PUBLIC / DRAINAGE EASEMENT/ \ PROPOSED 20' WIDE PUBLIC DRAINAGE EASEMENT "BISCUIT RUN" 1194.783 ACRES 90-6D DB 3835 PG 706 STANDARD CG-6 (TYP) LJLJ TB74 VDH CMF SOIL STOCKPILE LOCATION IRS Z(jL SP (130.1 PROPOSED LIMITS OF DISTURBANCE (TYP) III }' h� uINV. (526.51) .F- 4Q)) Q � ^�ti Q7v b �e Q" Q� EDGE OF Q�,P� a�� STREET+ INV. (525.61) VT II ° STOP y�V MSP 650' SIGHT DISTANCE UI I 0 �I 41°30'301, W FIBER 12 MS MARKER ° 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 T U ERIC W. WOOLLEY 9 LIC. NO. 37088 �I0 NAL '0����� REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SCALE SHEET NAME: CIVIL LAYOUTAND UTILITIES PLAN dmwingl.Qwg APPROX. LIMITS OF NEW ASPHALT ALONG ROUTE 20 U INV. (518,91) •1:14:19►LIJ51.1414 C-200 DATE February 25, 2021 © Anhold Associates 2020 30 0 30 60 90 SCALE: 1" = 30' LIMITS OF NEW ASPHALT ALONG ROUTE 20 PROPOSED BLOCK WALL APPROX. LIMITS OF MILLING AND REPAVING EXISTING ROADWAY PROPOSED LIMITS OF DISTURBANCE DH PROPOSED BLOCK WALL _ STIR 8B 66' PIPE EXTENSION $B 9.5' LENGTH A SEC. RTE 20 _ •• y\ DS 288 P SCOTTSVILLE o tDH CMF DB 288 P G 324 - HWPB I PG qg DB Z88 P VARIABLE H o 2539' G 355 - G 331 _ WIDT `° — HWPB 1 PG 45 DB 1077 HWPB I PG 40 o PG 106 " G— A - - _ HWPB XI PG 39 � 81' 46°06'11,, W R3976' 198.51' I CMF 'Y Io O w u Z w =Iw U = � N Q w SIN STIR 8A / PIPE EXTENSION / 21" DIA. PIPE 24' LENGTH i SP71 (DOM) 8A 75 AMP IRS S41014'17"W 54.66 RS fix' C3 I/DH CMF S 34°02'34" W 1496' � 0 R977' 690' SIGHT DISTANCE _ _ _ ............ OO h f I IRS INV. (494.94) 0 Ln — — / I 200' 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 TH OF v U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL'G/ REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SCALE SHEET NAME: CIVIL LAYOUTAND UTILITIES PLAN SHEET NUMBER: C-201 dmwingl.Qwg © Anhold Associates 2020 DATE February 25, 2021 I ( I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _30 \ 30 60 90 II I 1 I I II I \ 1 \ \\ \ \ \\ \ \\ \\ \ \\ \\ \\ \\ \\ \\\ SCALE: 1'S 3�0' \CONTOUR INTERVAL I 1 \ J \ \\ \ \\ \ \ \ \ AP PROXIMATE'LLIMITS OF GRADING I",, \ \ \ \ \ \ \ \ \ LIN 119498,3ACRE§ \ \\ \\ \ 90-1 \ \ \ \ \ \ /DI19 DI-7 \ \\ --/ / INV Out7�/ 1Al'4"In=543.2111 I � \ \ \ \ \ \ \ \ \ \ \ \-------- X1 \\\ \\\\ \\\ \\\ \\ \\ \\ \\ \\ \----------59a \ APPROXIMATE LIMITS OF DISTURBANCE (TYP) \ z CT / / / / / // / DI17(DIh) Rim-543.00 INV Outl- 539 60 --_ —'/ // // // // \ INV In=)539. I I \ Q �� \ 1 \1 1 ) — �— — — ter— \\ \ \ \\ — _ \\ / / / / / /� 0 fiim=543.00 I / I I � I \ \ \ \ --- \ _—_—_ INV InJ8 0 -- / 18 _ �tESIOCKPILE LOCATION— — — /// DI15)(D 3B,6'I /Rim�541.00 INVOutl=S-- I -- / INIVIn /53800 I ✓ \ 8 cn — / \ \ \ \ \ \ \ �_— ----- --I- —_—_— STR24 \\ 1 \\\ \\ \\\ \\\ \ S I4 I ---- ---------- / Outfal114(EW-% 5') � / \ � _ —_— � � /'\\ \\ _ \\ \ _— /------ ^Rim =526.00 ) \ DI DI-3B,8' — — / w--------- --\ \ / / //--------------_ \ \ \ �� ST12 \ \ — // \ \ i 0 Ri=548.50 / Xp \ `\ \ \ \ \ \ \—/ _ Out =542.00 // // ( \� y — �5-1 \ \\ \\ \\ \ \\ \\ /------- --- Un 5 N /DI13(DI/) \\ \\ \� // / 13 rRim =544.00 // / / / /\ / \�� — �� 5 \� \ \------- --_------- / / I 1 \ \— /539.P011 /— /// !\ —INV Out= // // > — \ — \�\� \ — — — — — — S 61 DI 11�7) / / / \ \ \ \ \\ I / 53 h \ \ Ri0Y=524.0f� NV ut- O.OQ \ \ / / / I / \ \ \ s INV Out -/520.00/ / / / / \ A \ \ \ I� In - 534.00 / \L, \ I \� L 0 INV Ip 520.20 TFALL\9 (EW-1 18") q 520100 �Pipe8 156'of18"HDPE \ �+ �� I I \ Sao 74- I ti 10 / �� I I I rn I �% 1 I Rir� = 52 . h"' cn \_ / w U / ^ 1 I al I I / IN Out - 519. 0 — — — — c� N / / /PROPOSP ENTRANCE WA i / \ I I I I \ \ / \ / / S 4130'30" Z'` / ) I I I I I +' I \ -- — // / / — I \ \ / / // \ I IRS / FIBERS __em u—/ I I I I I NNAIn=5d9.20I \ b 2 N / / / / / / / —\ \ I I I I I \-- / I __ W/ MARVA I / \ w / \ \ / I — �h /// I / I I \\ I L rn // / // // / // \ \ II I 1\ \\ \\_---------- //�--_ --77 —�24.78'�" / I / I DI 6 DI-7) fo / / \ — — — -- _ � I Rim 516.50 — 0 / / 519+ i I / / — — / S EP SLOPES OVE AY TYP / \ 1 II I I 1 \ \ \ _ / M jp� / / / — / d ✓ / VY(52B.70) /— (— _I INV dut=513.00 \ N /� / / /— \ \ _ / / // I INV In�51310 ti ��\1 I I I--- V-- — l f519— / l l \ \ o DI 7 I-7 / % �— / / \ I I I I 1 \ \ H DH CMF 50 I SO 51 / / / PROPOSE / / / / / I I ( I \ \ -- — — — — Ea RANCE WALL Rim - 5d 00 / / / \ I \ I I \ I / / T\ IN'✓Out=513.50 / / / / / l_ _ —------------ — /-- —(41180') j�548_-'97 o'rA�)-___ _-------53a--_ \ - ,�' /A,* IRS \ / — _ 1 ' HDPE — / — / / / 2 -57'16 — _ — — / / — / 4T — �!� \ — \ — I ( IQ� 4 W 12 .00' /RF — — — _ — — — ^ / p \ \'I\ %utfall 1 ES\l ,� \ \ \ — — / NV. 526.51� \ / / — \ — \c — — 555 h ^ / \\ Rim = 513.00 ) \ \ \ / / �' — ( \ \ \ ) I I \ \\ �>a �l 52 '��-- - IRS _---- / h /� \ \ \ \ \ \ —\_ �\\ // / I p�At 520 _ _ — — --- —_--- 134' 18"HDPE --- _ V.(61102) \� \� \ \\ --__— --- / I Fyn^�O ^� I ^ 1 \0FAR \ \ \\ _ _ \ E \ 46' O-- — --�' / � \ �-- -- Q QC7 / 1 RKER \ \ \ dmwingl.Qwg \ \ \ \\---------- / ,P�20 (DI-7) Rim -559.60 \ \ INV Out = 546.0 41,2 A�,Q�¢ STREET+ NIV•i525.61) STOP y4 \ oMSP—��------� DI 2 (DI-/3B, 6') Pt - C _ VA SEC. RTE 20 - COTTSVILLE ROA" - \ \ - D(VARIABLE V1�1 TH R/W) \ \ \ --_ _----- ---- DB288 G355-HWPBIPG45 DB�077RG p \ _ _ ___ --- ------ ----- _ \\�-�y�- ------ --- - _----- _---- u---_— `_-_-- - _-___ -- 520-_ _- = T ----- \ - - - - = 57 i-__ --- � - ---- _ —� \ ----- INV. (518.9T�---------- \ \ © Anhold Associates 2020 5 / Outfall 5 (ES-11 15") / / Rim =514.00CIO / \ \\ \ / DI 3 (DI-3C, 6') Rim = 517.50 INV Out = 513.50 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 T t'7- U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL REVISION: NO. DESCRIPTION DATE SCALE: 1° = 30' SCALE SHEET NAME: GRADING AND DRAINAGE PLAN 41:14:19►LIJ51.1414 C-210 DATE February 25, 2021 GA O / /CONTOUR NTERVAL= 2' STEEP JLQPESOVERL`A TYP PROPERTY BBOUNDARY�TYP�- \ \ \ \ \ \ \ -- — — —— 104 / w U U / ROPOSED\ LOCK WALL \ \ 1 \ \ / / / i / — w \ \ \ \ \ EXTEND EXISITNG PIPE BY ADDING 9.5' OF ADDITIONAL/PIPING\- APPROXIMATE LIMITS OF DISTURBftN�E TYP / / / / / / / / Q w / --- / \� i 1 \ 288 Ptz 324 T 1 PG LE ROAD^ - VARIAB / I — �' 494 — —� �� / A \ A v v 21" DIA. P4P� �/ 492 ` / \ \ \ — D82g8�G 43 p E WIDT \\ \ —, — _ _ \ \ \ \ \35�5 y 11�jPB P5 D B 288 PG 331 . H N — — F \ \ \ \ \ / / / 24' LE/N�TH — I —\ — y \ \ \ \ \ \ \ \ \ \ B 1027\G Jo6 _ Hw 811 PG 40 \ \ — — 494 — \ EXTEND�EDCIS\NG PIPE BY ADDING 24 OF 21" DIAMETER D./ PIPE \ / \ � — -- —__ — _— -- — _ / Ts \I l -502 / / 5- 54.66 `57 IRS /________------ \\\---/ // --- --- INV.V(0"8)---_—/ 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 v jjj ,ram U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL'G/ REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: GRADING AND DRAINAGE PLAN dmwingl.Qwg © Anhold Associates 2020 SHEET NUMBER: C-211 DATE February 25, 2021 PARK ACCESS ROAD: PHASE 1 PI Sta I , N = 38806 .38 38 I \ 00 54°28' PI/Sta 11+7 15 / 0 116.90 FT / N = 80705.53\ 8v ti . E 114gg� �`\ 00 02'23"R D652.48 PROP S NEW PARKING LOT (SEE H TS C-501 AND C-502 = I I >0• / \ o 0 0 0 \ FO P NANDPROFILE) 0 � '� \ ,�\ EOP Sta = 11+62.68 � o \ / /I PI Sta = 00 I \ N = 3880564.4664.46 �� \ PROPOSED NEW / I E = 11480730.51 + // 60' RIGHT-OF-WAY / I I = 00'00'00°R S X��� O O I I\ CIRCULAR / Dc 52°58'14" I = T = 75.13 R = 112.12 _ PROPOSED WALKING PATHS (TYP) / / I D 00 L = 132.38 C = 124.82 E = 22.84 ICA- I O CENTERLINE OF PROPOSED 00 / 0 0 FUTURE ROADWAY EXTENSION / m / O N 13 °12'43„ C J o / I\ \ 509•06 + I 00 \ \ FT- o o , I / SCALES: 1"=30'HOR I I 1"=5'VIER i PHASE 1 FUTURE EXTENSION / 560.00 560.00 // / / o //r o 555.00 o + U-i U o 555.00 Lo w / o o u N PROPOSE GRADE ATCENTER INE �i �' + N 0 J w 550.00 z_ �' �' th 06 � a a- 550.00 VPI STA = 10+35.00 VPI STA = 10 - 95.00 VPI STA = 11+70.00 11 VPI EL = 516.46 VPI EL = 519.46 VPI EL = 526.96 545.00 g1 = -2.08% g1 = 5.00% g1 = 10.00% Ui / / > > 545.00 _ _ =+ CURVE LEN = 20.00 CURVE LEN = 100.00 CURVE LEN = 50.00 / K=2.82 K=20.00 K=10.00 / E=0.18 E=0.63 E=0.31 / 540.00 // 540.00 oc co > / 00 �o m / o co L -- + - - // EXISTING C RADE AT CENTERLIN 535.00 II 1 (0 o " /535.00 II Ld �' + + 0 _ - - - - - - - - / dN �� a 530.00 a > 0 530.00 00 00 c000 � /, F > w o O Q1 ,ri N co `n % 525.00 �_ 1 '0 0 525.00 II Lr)_= J /II w/¢ 11 10 o 1 o o H vl J w F to > / o a Ln + 520.00 a > / � " Ln 520.00 m m Ln ti 11 0') - / -2.08%/ 00% N N Ln 0)N I I\ N N N (D � CD (D � Centerline /��� 5• < 4 a Q6 Q6 co O � C6 � cd 515.00 / n \/ 0 N Ln N Ln > 1n Ln ro Ln -d- Ln Ln 1n CD Ln CO Ln CD Ln CO Ln CO 1n 515. 00 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 NTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RU ISI 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 A LIC. NO. 37088 �o��sst 0 NAL W REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: ROAD PLAN & PROFILE SHEET NUMBER: C-500 [o7_r,Lrlrr_ TTIRF MMOZ11 DATE: DATE February 25, 2021 PARKING ACCESS ROAD (SHEET 1 OF 2) CIRCULAR PI Sta = 31+92.68 CIRCULAR Da = 14'41'28" N = 3880844.35 Da = 260'26'07" PI Sta = 33+32.49 \ 130P = 25+00.00 I Dc = 14'43 54 E = 11480450.72 Dc = 00'00'00" N = 3880731.22 \ N = 3880682.27 E = 11480649.54 _ - = I 72'35'49"R T = 22.00 E = 11480533.16 0 0 0 0 0 0 0 -090.00 R= 22.00 I= 90'00'01 "R / Yi L o / PI Sto = 25+43.05 \ E 4 1.7 99 o C = 34.16 N = 3880683.16 \ D / G M=75.68 . = 9.11 o E = 11480606.51 0o M=6.44 \ I = 43'57'51 "L No o - (A\ o / o S 36•o PI\Sta 27+18.63 / o�w N =\38 67�.22 L2. 0 n O 4 49" / ��c'' �� -{ a E 13g 98 FT E= V 14 460.42 4 cN I = 00\ 0 0"L� / e�\� m + + I 0) PI Sta = 28+50.68 r \ / srp N O OD 91 II II IN N = 3880784.94 to 33 / p\ p CENTERLINE OF PROPOSED 00 30 (A o v> o 0 0 E = I = 11480382.65 72'35'49"L 0 5,04 N j �Sto = PT St = I �� FUTURE ROADWAY EXTENSION 0 0 o o 0 / /0 25 o +82.96 0 1 � 5+7 2.14 O N � L c U a ~ 0 -- i co o I (SE E SH E ET C- 500) ` -- o f o cn v c? I CIRCULAR i \ / _ o cnn / /� o c� � _� /N I Dc = 77'21'52" N I R = 80.00 \ 1� �° (0 I l L = 61.39 0 9t, N M So AFL «6ti.bp a 00 t' C= 59.89 I E = 6.27 8F I I � N � 1� �Z�96 M = 5.82 / / / CIRCULAR o NIle I Da = 19'05'55" Dc = 19'11'17" a \ `COI \ �CP ro /� PI Sta = 26 1.6 T = 220.36 v / N = 388 60 \ 4 R = 300.00 O1 IV + \ INTX = 27+18.63 CIRCULAR E = 1148 51 .09 I �1 = 3880678.22 Da 81:5104 �� \,�, L = 380.12 n = \1 = 96'41�28" E\= 11480460.42 C=355.19 �/ Dc=911010 \ \ E = 72.23 T = 78.69 I cP M = 58.22 I R = 70.00 L = 118.13 A C = 104.60 A `- E=35.32 I \ \ M = 23.48 \ L3 0 Lb SCALES: 4�1/ 1" = 30' HOR / l\ I 1" = 5' VIER I 1 I � o 0 Uj LO z + 'n O 565.00 N J VPI STA = 30+ 0.00 a 565.00 LO n a g1 = 5.00% z N II 0 > g2 = -4.50% z II w a CURVE LEN = 1 0.00 OV 560.00 rn K = 10.53 0 560.00 U a 0 PROPOSED GRADE ATCE TERLINE EXISTING GRADE ATCENTE LINE Ln u 555.00 O 0 N 0)1 11 o N w ��� _ _ ��� --__ = 555.00 VPI STA = 25+17.00 VISTA = 25+57.00 o c^o + > /' VPI EL = 524.67 N J V I EL = 526.67 Ui � 00 i w Ln g1 -2.00% w g l = 5.00% + LO II J 5A \ \ \ 550.00 g2 5.00% > g = 10.00% VPI STA = 27+00.00 N 11 Q �' rn �aq 550.00 CU VE LEN = 10.00 C RVE LEN = 70.00 J a i K = 1.43 K = 14.00 g1 = 1 .00% < o ��� oo � O E 0.09 E = 0.44 g2 = 200% N > > --- --- C3 + CURVE EN = 80.00 a ----50 �� + Ki o+ ") � -- 545.00 O O N N 0)K 4c'l = 10.00 > ' " `n 1 I1 M 11 Lo 45.00 c'l_nFn ' 11 Q 11 < J N w H J VPI STA 29+60.00 cn w N w O J w 2.po% VPI EL 549.92 _= a 0- oN 540.00 N aII U C:) m i ' g . >> >> o 0 540.00 > 2 5.00% J a ,n CURVE LEN = 10.00 M W > - �� - - --_�N _ 11 L K = 20.00 0 11 O II < 535.00 0 "00 r N > ---- --'� VPI STA = 28+10.00 535.00 VPI EL = 543.17 o Ln > p 1�' O `V II It g1 2.00% > + N O 11 g2 4.50% LO N II w oo J CURVE LEN = 50.00 530.00 II a J + rn a a K 20.00 530.00 a cn co co E 0.16 a U-) a0 Q m F 07 J W 525.00 Center Lbe2.0o °5. % a a Ln 525.00 O r� r� rO c N N r7 O N N O c0 O N a N p� N LO Ln O Lnc0 O O 7 0 O CO 520.00 N N r7 m_ �, �n LO LO Ln LO -4- 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 NTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RU ISI 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 A LIC. NO. 37088 W %�91ONAL REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: ROAD PLAN & PROFILE SHEET NUMBER: C-501 [o7_r,Lrlrr_ TTIRF MMOZ11 DATE: DATE February 25, 2021 PARKING ACCESS ROAD (SHEET 2 OF 2) BOP = 25+00.00 :.t•.:;+`-„_ PI Sta = 33+32.49 PI Sta = 25+43.05 / / \ N = 3880682.27 � = 11480649.54 CIRCULAR CIRCULAR N = 3880731.22 N = 3880683.16 1 Da D = 14'41' 8' 4'43'54" Da = 260'26'07" E = 11480533.16 E = 11480606.51 \ �� Z T = Dc = 00'00'00' I = 90'00'01"R I = 43°57'51"L CENTERLINE OF PROPOSED FUTURE ROADWAY EXTENSION L C = 390.00 = 494.15 = 461.75 PI N E Sta = 3880844.35 = 11480450.72 = 31+92.68 T .00 R .00 3 � CIRCULA Da 71' '11" < w = oo 0 . 4 \ (SE ESHEETC 500) = 72°35'49"R \ °5 o C N I E M = 93.90 = 75.68 .16 _ Dc = 21'5 \ �T = 29/ O u' OO \ I PROPOSED WALKING 0 0 000 000 00o R 80.0 ¢) 6 39 \/=.59.89 / � \ \2sx /O) _ \ - \ 'j I PATHS (TYP) o o o 0 E 6.27 PT to 2+72-14 r \ " o S 36°04'49" E w M= 5.82 N 0 139.98 FT o \ / 25+82.96 Psta \ �Q l O N v \ \ 7 - d % 1 cn PI Sta = 27+18.63 I o cn 04 N = 3880678.22 y PI Sta = 26+61.65 1 n PI Sta = 28+50.68 rt j ,. N = 3880784.94 O C"" 000000L E = 11480517.09- \ E = 11480382.65 -------- � 1 96*41 '28"RN \ I= 72'35'49"L ° uIN o 000� o c" e 00 b� Z 9 \ �s a o 10 N 1 DO D I o lH SO Z�l -+- 5 a oo „6t,b0.92 N a \ j rn N CIRCULAR Da EOP = 34+13.04 Dc = 81'51'04" = 91'10'10" \ \ \ N = 3880678.22 T E = 1148041480460.40.42 = 78.69 \ \ R = 70.00 I � L = 118.13 I � \\ C= 104.60 / // CIRCULAR N °I a E M = 35.32 = 23.48 �j I �AF Da = 19°05'55" / z/. Dc = 19'11'17" N I� w N I \ I 1 \ O �i -- i/ R = 300.00 1 - / N 8� 9L SCALES: L = 380.12 C = 355.19 I I � i 0� 0 � 1"=30'HOR \ E = 72.23 \ \ \ 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 1 m 555.00 Centerline -- - o It Ln O 00o M 550.00 \ \ �s� Q w ; 550.00 \\� N > II w O-- U > M n N > 545.00 II Ln a 545.00 Q H J I I PROPOSED GRADE A CENTERLINE > > o 2.079 540.00 o N o `� 540.00 V) 't + N z II �' � O Q II "' 535.00 a "' w < "' 535.00 Z H > Ld > VPI EL = 542.00 M z OU > > g1 = -5.95% u g2 = -2.07% F J 530.00 O CURVE LEN = 60.00 N w 530.00 0 0 o E= 0.29 w w un U H w 525.00 = 525.00 w w Ln 520.00 520.00 m N N N c0 Ln Ln O N rr) O cfl 5154 Ln ILn 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 NTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RU ISI 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(9� THOFvrr ERIC W. WOOLLEY A LIC. NO. 37088 47 - V REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: ROAD PLAN & PROFILE SHEET NUMBER: C-502 DATE: DATE February 25, 2021 8' SIDEWALK INSET A LEI z_ J m rr 7) U LU z_ J m rr U 18' PARKING SPACE 1/4" : 1' 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) INSET C 9— 24' DRIVE AISLE PARKING ACCESS FiOAU PARKING LOT SECTION (STA. 27+00 to 29+00 & 30+00 to 33+00) 60' WIDTH RIGHT OF WAY VARIABLE WIDTH TRAVIELWAY (24' - 30' WIDTH) 1 /4" : V 1/4" : 1' PARK FtOA[:) PARK ROAD ENTRANCE (STA. 10+00 to 11+50) q— AREA TO BE MILLED AND REPAVED (SEE PLAN) 12' WIDE TURN LANE - 12' TRAVELWAY VARIABLE WIDTH PAINT (0' - 12') 1/4" : 1' INSET D EX. I T TRAVELWAY EX. ROAD SLOPE 18' PARKING SPACE INSET B w z J 2 U 1-- 0 FX 1141)FR 3:IM 'I�qX INSET A INSET B INSET C INSET D / PROPOSED NEW EX. ASPHALT TO B\ ASPHALT (SEE PLAN) MILLED AND REPAVED n 1 n r, n. t.s. 0 O2" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A O6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A OSTANDARD CG-6 SEE TYPICAL DETAIL ®CONCRETE SIDEWALK SEE TYPICAL DETAIL OEXPANSION JOINT 1/2" EXPANSION JOINT WITH JOINT SEAL AT SURFACE ©SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS O2" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A 0 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 0 5" ASPHALT CONCRETE BASE COARSE TYPE BM-25.OA O6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A ®SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS O1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A O7" 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 ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com TH OF v U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL'G/ REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: ROADWAY DETAILS SCOTTS\/ILLE ROAD (R(DUTE 20) ROAD SECTION (STA. 42+94 to 44+95) dmwingl.Qwg © Anhold Associates 2020 SHEET NUMBER: C-503 DATE February 25, 2021 ` 1 C/ I 60 0 60 1 ` -SCALF, 1" = 60' CONTOUR INTERVAL, 2' l iI i 1 I1 I I I i I i I180 f \`\ \\ \\\ \ \ \ 1 I \ 1 I I 1 I I I I I I I I I I I I ■� \ \ . \ \ \ \ \ \ � 1 I I I I I � I 1 I� ■ r Iy♦♦ \NI \`\ \\` \\` \\\ \` \` \` \\ \\\ \\ ''\ ' I 1 I I I I I I I I �•• ' \\ \\\ _ \\ \` \\\ \\ \\ \\ \ \\ \\ \1 \\ i I 1 I II I \I \\ \ \ \ ♦ \ ---------- 1 I I 1 I I \ \ \ \ \ I'll fill I I \ \ � ` � / , / 'sue / / �-• / I 1 I 1 \ \ \ \ \ \ � \ \ \ \ \ \\ `` -- / ,/ ,vim �i' / I ' 1 I I I I I I 1 \ \ \ ` \ ` \ \ .♦� \ ` ` : � \ `� `� / / 1 \ 1 1 I / \ ♦ \ _______----- \ ` __`__--------------- l11 •\\ `\� \``�\` `�� \F31` \\� \\ _ ------------------- --- ---------------- ------------------ -------- --------------------- ---------- DRAINAGE DIVIDE (TYP) \\ \� \\ ♦�.\ `��I �` d�a '---__- ,---- 17 DRAINAGE AREA EXHIBIT - POST CONSTRUCTION DA AREA (SF) AREA (AC) IMPV (SF) IMPV (AC) % IMPV PERV (SF) PERV (AC) % PERV Weighted C STR DESC. DS STR 2 6534 0.15 6534 0.15 100 0 0.00 0 0.90 DI-3B, 6' STR 2 3 3617 0.08 2497 0.06 69 1120 0.03 31 0.73 DI-3C, 6' STR 3 6 6308 0.14 902 0.02 14 5406 0.12 86 0.43 DI-7 STR 6 7 8935 0.21 1513 0.03 17 7422 0.17 83 0.44 DI-7 STR 7 10 4775 0.11 1859 0.04 39 2916 0.07 61 0.56 Di-7 STR 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 STR 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-3B, 6' STR 15 16 8310 0.19 8310 0.19 100 0 0.00 0 0.90 DI-36, 6' STR 16 17 8321 0.19 1158 0.03 14 7164 0.16 86 0.43 DI-1 STR 17 18 10486 0.24 10486 0.24 100 0 0.00 0 0.90 DI-3B, 8' STR 18 19 13642 0.31 4548 0.10 33 9094 0.21 67 0.53 DI-1 STR 19 20 20317 0.47 891 0.02 4 19426 0.45 96 0.37 DI-1 STR 20 22 3526 0.08 3316 0.08 94 210 0.00 6 0.87 BIOFILTER-1 BIO-1 23 4339 0.10 2143 0.05 49 2196 0.05 51 0.65 R-1 BIO-1 24 52310 1.20 437 0.01 1 51873 1.19 99 0.35 PIPE ES PIPE ES 25 100260 2.30 0 0.00 0 100260 2.30 100 0.35 PIPE ES - 304701 6.99 55249 1.27 249452 5.73 BIOFILTER-2 BIOFILTER-1 ----- - --- BIOFILTER # 1: LAYOUT SCALE 1" = 20' n/ RIPRAP OUTLET PROTECTION BIOFILTER # 1 (MINIMUM 286 SF) SEE C-610 FOR SIZING CALCULATIONS BIOFILTER # 1: GRADING Q SCALE 1 " = 20' 0 0 0 D / 0 / D / 0 S 6 44 0 / 4 / 540 N l CS\ Q 538 S4 4 Sg2 SAS 536 S�(Q tS�6 BIOFILTER #1: LANDSCAPE SCALE 111 = 20' BIOFILTER LANDSCAPED WITH SHRUBS AND GRASSES ilk OO MA BIOFILTER #2: LAYOUT SCALE 1" = 20' J PRE-TREATME CELL "A" PRE-TREATMENT CELL "B" 464 CIF � 188 CIF I �I i <j % of I I / .010 ' BIOFILTER #2 (MINIMUM SEE C-610 FOR SIZING CALCULATIONS BIOFILTER #2: GRADING SCALE 1 " = 20' ` A A I 511 \ fo CA I I / 519+ / i / I / .01 / I / / t519- BIOFILTER #2: LANDSCAPE SCALE 111 = 20' ■ TREES, SHRUBS, AND GRASSES IRS 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 v rvz U ERIC W. WOOLLEY 9 LIC. NO. 37088 �0 0 N A L �0����� REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SHEET NAME: SCALE STORMWATER MANAGEMENT PLANS C-600 February 25, 2021 © Anhold Associates 2020 DATE dmwingl.Qwg Virginia Runoff Redion Method Worksheet DEC, 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 Rv 1 0.53 Treatment Volume it 6,463 TP Load (lb/yr) 1 4.06 IN Load (Ib/yr) 1 29.05 Total TP Load Reduction Required (Ib/yr) 2.67 Site Compliance Summary Total Runoff Volume Reduction (it') 3,874 Total TP Load Reduction Achieved(lb/yr) 2.74 Total TN 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 REDUCnoN EXCEEDED BY 0.06 LB/YEAR " D.A. A D.A. B DA C DA D D.A. 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 1rl Load Reduced (lb/yr) 2.03 1 17.97 0.00 0.00 0.00 20.00 Summary Print Virginia Runoff Reducfion Method Worksheet Drainage Area A Summary Lend Cover Summary A Soils BSoils CSoils DSoils Total %of Total Forest/Open (acres) 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0 Managed Turf (acres) 1 0.00 1 0.06 1 0.00 1 0.00 1 0.06 1 32 Impervious Cover (seem) 1 0.00 1 0.13 1 0.00 1 0.00 1 0.13 1 68 i 0.19 I BMP Selections M an aged To rf Impervious TPLoad hom Downstream BMP Tratment Untreated TP Load TP Removed TP Remaining Practice Credit Area Cover Credit Volume ft (,) Upstream to Practice Ibs ( ) Ib r ( N) Ib r ( /Y) Treatment to be acres Area acres Practices Ibs Em I ed 6.6. Bic retention #2 or Micro-Bioretention 0.05 0.13 484.61 0.00 0.30 0.27 0.03 #2 (Spec # 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 A Soils BSoils CSoils DSoils Total %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 1 0.00 1 1.86 0.00 0.00 1.86 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 TPLoad on Downstream BMP Treatment Untreated TP Load TP Removed TP Remaining Practice Credit Area Cover Credit Volume Upstream to Practice (Ibs) (lb/yr) (Ib/yr) Treatmenttobe acres Ara acres Practices Ibs Em ed 6.6. Bioretention #2 Micro-BiorMention 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 layarstorm Ter et Rainfall Event in 3.03 3.67 5.55 Drainage Areas RV&CN Drainage Aresi 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 (wain) 1.69 01 0.00 0.00 0.00 Www RRlwa-inl 1.12 0.52 0.00 0.00 0.00 CN adjusted 77 65 0 0 0 2-year return period RVwo RR (wain) 2.25 1.30 0.00 0.00 0.00 Www RRlwa-ini 1.68 01 0.00 0.00 0.00 CN adjusted 79 67 1 0 1 0 1 0 10-year return period RVwo RR (-in)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 (FTI: DESIGN SURFACE AREA 286 STORAGE DEPTH (FTI: 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 (FTI: 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 Lo ATcan IAA 10 11 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 vr� U ERIC W. WOOLLEY 9 LIC. NO. 37088 _- ZONAL / 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 1 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 1 � I 1 ROADWORK 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) END WORK ZONE SIGN (TYP) LIMITS OF WORK ZONE - APPROXIMATELY 1500' i TRAFFIC MAINTENANCE PLAN (TMP) GENERAL NOTES: 1. ANY REQUIRED LANE CLOSURES MUST BE APPROVED IN ADVANCE BY VDOT. 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 FRIDAY-SATURDAY-SUNDAY-MONDAY 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 ROAD WORK AHEAD SIGN I I 1 I I 1 1 I I I I I 1 I I I I 1 I I 1 I I I 1 �I 1 ROAD WORK AHEAD SIGN 100 0 100 200 300 SCALE: 1 " = 100' �O 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 �41�1600/ 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 v jjj r� U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: MAINTENANCE OF TRAFFIC PLAN N.T.S. dmwingl.Qwg © Anhold Associates 2020 �971���►l�Jul-3�:� C-/ 00 DATE January 29, 2021 30 0 30 60 90 INN INN 10�01 SCALE: 1" = 30' 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 z / I Iz J / I w wEL / zlw U I / J x > z / UICL Y i Q w I I I I TA 13 -TA02 DOM 41014'17" 54.66 RS !y I'DHT /RF 77- IRS S 34002'34" W 147.09' /RS w OH — ROAD NAME SIGN STOP SIGN IRS 61.61' F STD R1-1 PROPOSED SIGNAGE N.T.S. LOA J BISCUIT RUN PARK NEXT RIGHT STD-V13L M BISCUIT RUN PARK NEXT LEFT STD-V13L PAVEMENT MARKING PLAN - NORTH / F2323 T874 (130.17') ROAD NAME SIGN VDH CMF F2323 TAas � (TOTAL) '16" W 548.97' F2323 � � � TA27 o IRS L VA SEC. RTE 20 - "SCOTTSVILLE ROAD" D - (VARIABLE WIDTH F= 241' 241' SIGN THAT READS: "BISCUIT RUN PARK NEXT RIGHT' / Qom- Q STOP y�V t / 8' ,Q' -f- PAVEMENT MARKING PLAN - SOUTH VA SEC. RTE 20 - SCOTTSVILLE RO DB 288 P VDH CMF G 324 - HWPB 1 PG AD - VARIAB 66 DB 288 PG 355 - HWPB 43 DB 288 P LE WIDTH R64' 1 PG 45 DB 1077 PG 106 -HWPB 1 PG 40 G 106 - HWPB XI PG R2527' 39 � TCA F2322 R2527 0„ S46°O6'11"bV SP71 OM) 198,51, _ ^75AM(P 3 62' SIGN THAT READS: "BISCUIT RUN PARK NEXT LEFT" z JLu dw U < z U o- �I� LU I I I IRS IRS �lb S 41 °14'17" W lDH CMF S 34°02'34" W 114,96' I IRS r 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 T U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL'; REVISION: NO. DESCRIPTION DATE SCALE: 1" = 30' SCALE SHEET NAME: MAINTENANCE OF TRAFFIC SHEET NUMBER: C-701 dmwingl.Qwg © Anhold Associates 2020 DATE February 25, 2021 Page 611-14 April 2015 Typical Traffic Control Stationary Operation on a Shoulder (Nlgure 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 (W21-5blt, 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 roadway 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 lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (i) and ch3111107ine (10iee spacing shall be at the followill": 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 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='/ L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Construction Access' 80, 120' Spacing may be increased to this distance, but shall not exceed one access per '/ 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. The bul ler space length shall be as sl oti n 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- 4/1/2015 April 2015 Stationary Operation on a Shoulder (Figure TTC-4.1) SEE NOTE 1 cLostD -i RNERD ROAD SEE NOTE 1 WORK Ti AHEAD - 500' ± Page 6H-15 ® G20-2 (V) Glll�il+.Il➢ / 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 RIGHIII 6� T W21-5aR SEE NOTE 1 SEE NOTE 2 CLOSED W21-5hR SHERD SEE NOTE 2 ROAD WORR W20-1 AHEAD 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-' Guidance 2. Sign spacing should be 1300'-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 traffic 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 shouldbe closed. If the closure operation is on a Limited Access highway, the minimum lane width is I feet. tion: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emergina from that roadway will encounter another advance warning sign prior 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 lights. Vehicle hazard warning signals can he used to supplement high -intensity amber rotating, flashing, or' oscillating lights. 7. Taper length (1,) and channelizing del ice spacing ,hall be at the fillowinif: 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 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper = '/3 L Minimum Channelizing Device Spacing Location Speed Limit(mph) 0-35 36+ Transition Spacing 2C 40, Travelway Spacing 4C 80' Construction Access` s4 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 3 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. "fhe buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA) 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- 4/1/2015 April 2015 Utl3H )Ik10Af gtlOM' Z 310 33S + 009- >1a0M OtlOa 0 Page 6H-17 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) G20-2 (V) I* 500' ± 80' -120' SHADOW VEHICLE 10' k\1 REQUIRED MINTMA OPTIONAL ZZ SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) O SEE NOTE 8 TYPE B OR C O O O O SEE NOTE 7 O CHANNELIZING o E DEVICES SPACING SEE NOTE 7 SEE NOTE 2 *2W 21-SbR SEENOTE ROAD WORK W20-1 Page 6H-110 April 2015 Typical Traffic Control Signing far Speed Limit and Fine Signs in Work /. ones (Figure TTC-52.1) NOTES Standard: 1. Prior to the implementation olthis'I'ypical 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. tion: 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'-I500' for Limited Access highways, and on all other roadways 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. Standard: 4. On divided highways having a median wider than N', right art(] left sign assemblies shall be required. 5. The use of the WORK ZONE $500 MAX FOR EXCEEDING SPEED LIN11T 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-V1 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 Minor Primary road systems. a 66" s 42" R2-V 1' 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 (R2-12) sign shall be used in place of erecting an R2-1 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. option: 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 sides and the SPEED LIMIT signs may be mounted on a tanporary (portable) sign support. The use of the WORK ZONE sign is not required.' 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 TT'C warning devices should be used. 1: Revision I - 4/1/2015 April 2015 Page 6H-Ill Signing for Speed Limit and Fine Signs in Work Zones (Figure TTC-52.1) SPEED LIMIT 55 500, END _ ROAD WORK END 500+ WORK ZONE SPEED LIMIT 500+ END PROJECT LIMITS - Wd Zo SPEED LIMIT 55 FINES HIGHER ' w W9-2R I: Re%isiun 1-4 1,_01; SPEED i LIMIT 112-1 6 5 SEE NOTE 7 END G20-2 (V) p0A0 WORK ENO WaaK R2-12 1 WL ZONE SPEED LIMIT SEE NOTE 7 WORK G20-5ap 1 ZONE (SEE NOTE 10) SPEED LIMIT R2-1 1 55 (SEE NOTE 10) FINES HIGHER R2-6P TYPE B WARNING LIGHT ZONE11 R2-V1 SEE FINE FOR NOTE 5 W3-5 1 SEE NOTES 8, 9 & 10 R4-V7R1 W20-1 Page 611-112 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 construction/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 ROAD WORKAHEAD sign should be the first sign motorist encounter. 7. 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. 8. All connections within the project limits should be identified with signs indicating to motorist they are entering or exiting a potential constructionlimaintenance area. August 2011 Page 6H-113 Signing for Project Limits (Figure TTC-53.0) Z 310N 93S < > Otl3H >IaoM W-.r avoa T L 31ON 33S PROJECT LIMITS END G20-2 V ROAD WORK ( ) 500 ± m N + 00g' i I SEE NOTES 2 & 7 or W20-1 ROAD i� WORK - OR (SEE NOTE 2) oil AHEAD SEE NOTE 7 G20-1 (V) i 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 OF v U ERIC W. WOOLLEY 9 LIC. NO. 37088 _- Cs ZONAL REVISION: NO. DESCRIPTION DATE SCALE: AS NOTED SCALE SHEET NAME: MAINTENANCE OF TRAFFIC DETAILS Drewing1.awg © Anhold Associates 2020 •�1:Ia��.Ln�I:la:� C-710 DATE February 25, 2021 -�� - - LEGEND ------------------------- , LARGE CANOPY TREE --------------- EVERGREEN TREE PROJECT LIMITS ALBEMARLE COUNTY \ — UNDERSTORY TREE � - CLIENT I 401 MCINTIRE ROAD I / CHARLOTTESVILLE, VA 22901 SHRUB ADDRESS - \ EXISTING TREES TO REMAIN R I SCU I V MEADOW RUN I , UPLAND MIX `----- � � '- INITIALS ITE PLAN ------_____ _ HILLSIDE 1 MIX / ANHOLD ASSOCIATES / ------------------- HILLSIDE 2MIX LANDSCAPE ARCHITECTURE + PLANNING - -- ---- 8311 Rockfish GapTurnpike Greenwood, VA 22943 --- SWALE MIX 0 — 434.882.3420 BIORETENTION MIX anholdla.com I l / ROADSIDE MIX 1 � -------------- LAWN-_ L ----- ROJ� ITS i / P IM � � � _ _ __ F \ M1T 6FG AD - -ING---- ----- i i A _ l / \ — ------- 1 -- I r '- LAWN � LA I ---------------- - - / \ — x /r / \ (X SOIL STOCKPILE 0 s, tj - j/ , , , , STO I E 100, R- 560 ------------------- ------------------------------------------ , 0 - A ; v52p��- \ r / / / / /-- — j — \ —_— 1 -------------- _ - -_ - - -_-- a , -- _ - DAVIDT ANHOLD ~ — —_- pOS Lic. No. 00311 ' PRO / , D TRAIL PE dsCA �\ VA LICENSED LANDSCAPE ARCHITECT LICNO.00311 0 — �� _ — RONT Y RQ SETBACK =SAO, \ REVISION: — NO. DESCRIPTION DATE BASIN IRS I� 01 PARKS& FACILITIES REVIEW 01.29.21 LOCATIONS 02 PRELIMNARYSITEPLAN 02.25.21 FYS 75, , l .+ I F2323 _ � TB 4 -_ -_ J! _ _ VDH CMr AVON STREET Ulvil t - - —. _�—. - ------ '� F2323 IRS _ - _------- - tz ----- I - - - - - 01 - - - w --- —� — ---- �� SCALE: j— — RUUTE 20 — — _ — �(I ZSHEET NAME: -- LANDSCAPE PLANTING ��---- F---------- ----- - �r.�__�� ------ -- -- ----- ------ ----- LLJ- ------ ----- ----- PLAN- PARTIAL NORTH w _-- -- -- - --- ---------- - ----------- ------ ---520---------- T --- - _---------- -- N ------------ - - ------------------- ----- --- ------------------------------- IRT w/CAP 9003 - DATE: N=3880430.82 February 26, 2021 - c5users\jeany wxanhold associates tlmpbozlanhold associates tlmpbozlanhold team folder\projects\biswil runWl_Cad= sheetsU3W_lantlswpe planting plan -partial n. wg 0 Anhold Associates 2020 _ -�------- - -- --- - - - - - -- --- -- O -- _ , - -------------"-"" R S l(=75' \ , - - = PROaECT LIMITS — -- - - RO.I�CT LIMIT+ .� DH LIMIT OF DISTURBANCE T \ I \ SED ROB/ KMENT IN _ -�PROPO EMBAN GRAD GAT 2.1 MAXINNjU[vl � l � LO S PE, TYPICAL -La11111TS OF DI T --- DISTURBED AREAS TO BE SEEDED - U ---------- ALL DIET i - PROPOSED STORM PIPE EXTENSION ` P WITH ENDW/XLL TY --- �`� = - F � _ i --- - - - _ — ,comp r,l F , DISTURBANCE - , r �G�� ` ,LIMIT O P / \v - w ^ ' -- _ w� - i - - , ------------- _ _ - _� x---- -----------_ -. - \ -- - - - X------------ X - X X I LANDSCAPE PLANTING PLAN -PARTIALS N L-301 1 "=30' 0 15 30 60 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 CHARLOTTESVILLEI VA 22901 /_19101:7*R BISCUIT RUN INITIALS ITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com o5' NLTH 0;7M,',I'4, UO DAVID T. ANHOLD a e Lic. No. 00311 G w APE DAV I D T. AN HOLD 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: 1" = 30' SHEET NAME: LANDSCAPE PLANTING PLAN -PARTIAL SOUTH SHEET NUMBER: L-301 February 25, 2021 cAWsers\jeany wY,anhold associates drophoAanhold assocates drophoAanhold team folder\projectftiswil runt01_wtlt02_sheetsW01_lamiswpe planting plan -partial s.tivg © Anhold Associates 2020 it County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plans — „ -�— p (Handbook, pp III-284-111-297 for complete specifications) t D I" 1. The following items shall be shown on the Plan: ® Trees to be saved; ® Limits of cleating (outside dripline of trees to be saved); ® Location and Type of protective fencing; V ❑ Grade changes requiring tree wells or walls; ,K ❑ proposed trenching or tunneling beyond the limits of clearing. 2. Markings: M 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 marling has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree a� V ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS 5. Soil Erosion and Stormwater Detention Devices: M Such devices shall not adversely affect trees to be saved. 6. Fes: BISCUIT � Q ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tome Materials: R U N ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: ❑ 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. INITIALS VITI^LS I T r PLAN STAKE TREE WITH (2) 9. TreeWells: TREATED 2" TREE ❑ 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 /� STAKES (8'-0" LENGTH) submitted for approval. ANHOLD ASSOCIATES 10. Tree Walls: "ARBORTIE" OR EQUAL TREE TIE El When the ground level must be lowered within the dripline a tree to be saved, atree wall shall be provided; and a construction detail LANDSCAPE ARCHITECTURE + PLANNING SET TOP OF ROOT CROWN 2" ABOVE submitted for approval. 8311 Rockfish Gap Turnpike MATERIAL (1"WIDTH). NAIL OR STAPLE P P TREE TIE MATERIAL TO STAKE TO HOLD ADJACENT GRADE 11. Trenching and Tanneling: Greenwood, VA 22943 VERTICALLY. LOOP EACH TIE AROUND M When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling TREE LOOSELY TO PROVIDE 1" SLACK under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. SHAPE SOIL SURFACE TO PROVIDE anhold 2.com 3420 FOR TRUNK GROWTH. 1z. Cleanup: anholdla.com TDIAMETER WATERING RING M protective fencing shall be the last items removed during the final cleanup. 3" DOUBLE SHREDDED HARDWOOD MULCH, DO NOT PLACE AGAINST TRUNK 13. Damaged Trees: FINISH GRADE ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. ROUGHEN SIDES OF PLANTING HOLE NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ��\"""' VIl REQUIREMENTS. _ TREE PIT DEPTH=ROOTBALL DEPTH REMOVE ALL WIRE & STRING FROM MEASURE BEFORE DIGGING TO 12/10/2020 ROOTBALL AND ALL BURLAP FROM _ AVOID OVEREXCAVATION owNERSIGNATURE (DATE) TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH CONTRACT PURCHASER SIGNATURE (DATE) 25% DECOMPOSED ORGANIC COMPOST 5/1/06 Page 1 of 1 PREPARE SUBSOIL TO FORM PEDESTAL III TO PREVENT SETTLING III III _ DRIVE STAKES AT ROOTBALL EDGE CONSERVATION PLAN CHECKLIST III ;III III III —III— 6" TO V-0" INTO UNDISTURBED SOIL 1 BELOW ROOTBALL L-302 N.T.S. 2.5 X 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 a 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'-0" 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 o5' NLTH 0;7M,',I'4, UO DAVID T. ANHOLD a e Lic. No. 00311 G b APE AR& DAV I D T. AN HOLD 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\jeany wxXanholtl associates tlmpb"zlanholtl assocates tlmpb"zlanholtl team foleemprojectobiswa ninon cadIP2_sheetsV302_details - planting.d g © Anhold Associates 2020 SHEET NUMBER: L-302 February 25, 2021