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WPO202100037 Plan - VSMP 2021-06-30 (3)
BISCUIT RUN PARK PHASE 1 WPO SUBMISSION S D P2021000015 ALBEMARLE COUNTY, VIRGINIA DEPARTMENT OF FACILITIES AND PLANNING LIST OF LANDSCAPE ARCHITECTURAL ABBREVIATIONS APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL MAX ASSOC ASSOCIATED MFR MIN B&B BALLED AND BURLAPPED MISC BOC/ BC BOTTOM OF CURB BOS BOTTOM OF STAIR NOM BW/BOW BOTTOM OF WALL NITS CAL CL COL CONIC CONT DIET DEMO DIA DIM DWG EJ EUELEV ENGR EOP/ EP EQ EX EXIST FC/FOC FF/FFE FG FH FOB FOW FT FYS GALV HC HT IN INV LA LF LOO LOW LP SYMBOLS CALIPER CENTERLINE CLEAN OUT CONCRETE CONTINUOUS DETAIL DEMOLISH/DEMOLITION DIAMETER DIMENSION DRAWING EXPANSION JOINT ELEVATION ENGINEER EDGE OF PAVE EQUAL EXISTING EXISTING FACE OF CURB FINISHED FLOOR ELEVATION FINISHED GRADE (PAVED AREA) FIREHYDRANT FACE OF BUILDING FACE OF WALL FOOT/FEET FRONT YARD SETBACK GALVANIZED HANDICAP HEIGHT INSIDE DIAMETER INVERT LANDSCAPE ARCHITECT LINEAR FEET LIMIT OF DISTURBANCE LIMIT OF WORK LOW POINT 00.00+ PROPOSED SPOT ELEVATION 00,00' EXISTING SPOT ELEVATION 0.0% PROPOSED SLOPE OC PA PH POB POC PROP PVC R REINF ROW RP SAN SD SF SH/SHT SIM SPEC SQ SS ST STRUC TOC TEMP TOS/ TS TO.SLAB TW/TOW TYP UTIL VAR VIF MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS NOMINAUNOMINAL DIMENSION NOT TO SCALE ON CENTER PLANTING AREA PHASE POINT OF BEGINNING POINT OF CURVE PROPOSED POLYVINYL CHLORIDE RADIUS REINFORCED RIGHT-OF-WAY ROAD PROFILE SANITARY /SANITARY SEWER STORM DRAIN SQUARE FEET SHEET SIMILAR SPECIFICATIONS/SPECIFIED SQUARE STAINLESS STEEL STORM STRUCTURE/STRUCTURAL TOP OF CURB TEMPORARY TOP OF STAIR TOP OF SLAB TOP OF WALL TYPICAL UTILITY VARIESNARIABLE VERIFY IN FIELD W/ WITH W/O WITHOUT WWF WELDED WIRE FABRIC wWM WOVEN WIRE MESH MISCELLANEOUS: @ AT FEET " INCHES # NUMBER DIRECTION SECTION FACES DETAIL NUMBER SECTION LINE SHEET NU PROPOSED CONTOUR NUMBER NUMBER EXISTING CONTOUR SHEET LIST TABLE (y M N of N a N a� C6 _J N z cv L� co N N O� d cv 3 m Q N as N j cv u) m Sheet Number Page Sheet Title Descrip tion G-001 1 Cover Sheet X X X X G-002 General Project and Landscape Site Notes SHEET NOT USED G-003 2 General Civil Site Notes X X X X G-004 3 Site Context & Key Plan X X X X S-120 4 Site Boundary Exhibit - Key Plan X X X NEW SHEET S-121 5 Site Boundary Exhibit - Partial East X X X NEW SHEET S-122 6 Site Boundary Exhibit - Partial South X X X NEW SHEET S-123 7 Site Boundary Exhibit - Partial West X X X NEW SHEET S-124 8 Site Boundary Exhibit - Partial North X X X NEW SHEET C-100 9 Existing Conditions & Site Demo Plan North X X X X C-101 10 Existing Conditions & Site Demo Plan South X X X X C-110 11 E&S Plan Phase One- Partial North X X NEW SHEET C-111 12 E&S Plan- Partial North X X SHEET RENAMED FROM C-110 to C-111 C-112 13 E&S Plan -Partial South & Notes X X NEW SHEET C-120 14 E&S Details X X SHEET RENAMED FROM C-111 to C-120 C-121 15 E&S Details X X NEW SHEET L-100 16 Landscape Site Plan- Partial North X X L-101 17 Landscape Site Plan- Partial South X X L-120 18 Trail Hub Site Plan X NEW SHEET L-121 19 Trail Hub Grading Plan X NEW SHEET L-200 20 Landscape Site Details - Paving X X L-201 21 Landscape Site Details - Confd X X SHEET RENAMED FROM L-202 to L-201 L-202 22 Landscape Site Details - Kiosk X X SHEET RENAMED FROM L-203 TO L-202 L-203 X SHEET NOT USED L-210 23 Vault Toilet Details X X X C-200 24 Civil Layout & Utilites Plan - Partial North X X X X C-201 25 Civil Layout & Utilities Plan - Partial South & Not sX X X X C-210 26 Grading and Drainage Plan - Partial North X X X X C-211 27 Grading and Drainage Plan - Partial South X X X X C-300 28 Civil Site Details X X C-301 Civil Site Details SHEET NOT USED C-302 Civil Site Details SHEET NOT USED C-400 29 Storm Water Pipe Profiles X X C-401 Storm Water Pipe Profiles SHEET NOT USED C-500 30 Road Plan and Profile X X X C-501 31 Road Plan and Profile X X X C-502 32 Road Plan and Profiles X X X C-503 33 Line of Sight Profile X X X C-504 34 Roadway Details X X C-600 35 Storm Water Management Plans X X C-601 Storm Water Management Plans SHEET NOT USED C-610 36 Storm Water Management Details X X X C-611 Storm Water Management Plans SHEET NOT USED C-700 37 Maintenance of Traffic Plan X X C-701 38 Maintenance of Traffic X X C-710 39 Maintenance of Traffic Details X X C-711 Maintenance of Traffic Details & Notes L-300 40 Landscape Planting Plan- Partial North X X L-301 41 Landscape Planting Plan -Partial South X X L-302 42 Landscape Planting Details X X TOTAL SHEETS 33 38 22 23 GENERAL INFORMATION 1. PROPERTY OWNER COMMONWEALTH OF VIRGINIA DEPT. OF CONSERVATION AND RECREATION 600 EAST MAIN STREET RICHMOND VA 23219 2. PROPERTY LESSEE & DEVELOPER COUNTY OF ALBEMARLE DEPT OF FACILITIES AND PLANNING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 3. SITE DESIGN AND LANDSCAPE ARCHITECTURE ANHOLD ASSOCIATES, PLC 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VA 22943 434-882-3420, ANHOLDLA.COM 4. SITE ENGINEERING WOOLLEY ENGINEERING 210 5TH STREET NE CHARLOTTESVILLE, VA 22902 434-973-0045, WOOLLEY-ENG.COM 5. PROJECT SURVEYOR MARSH & LEGGE LAND SURVEYORS 560 NORTH LOUDOUN STREET WINCHESTER, VA22601 540-667-0468 BOUNDARY, SITE AND TOPOGRAPHIC SURVEY PROVIDED 2/18/2020 6. TAX MAP & PARCEL NO.: 09000-00-00-006DO 7. PROPERTY AREA PHASE 1A BISCUIT RUN PARK DEVELOPMENT AREA 5.00± ACRES OVERALL TAX MAP PARCEL AREA: 1189.88 ± ACRES 8. ZONING: ZMA2019000013 RA RURAL AREAS WITH THE FOLLOWING ZONING OVERLAYS: EC ENTRANCE CORRIDOR, MANAGED AND PRESERVED STEEP SLOPES, FLOOD HAZARD OVERLAY. 9. PROPERTY LINE SETBACKS: FRONT=75', SIDE=25', BACK=35' 10. CRITICAL SLOPES: SLOPES GREATER THAN 25% ARE PRESENT ON THE PROPERTY. SOME CRITICAL SLOPES (MANAGED AND PRESERVED) WILL BE DISTURBED BY RIGHT DURING PHASE 'IA. 11. EXISTING USE: UNDEVELOPED RURAL AREA. CURRENTLY USED AS PARK OPEN SPACE FOR PEDESTRIAN AND BIKING ACTIVITIES. 12. PROPOSED PHASE 1A USE: PHASE 1A IMPROVEMENTS INCLUDE PARK ENTRANCE AND ACCESS ROAD, 75-SPACE PARKING AREA WITH VAULT TOILET AND PEDESTRIAN IMPROVEMENTS, STORM WATER MANAGEMENT FACILITIES, AND MULTIUSE WALING AND BIKING TRAILS. PHASE 1A IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT. 13. PARKING REQUIRED: 75-SPACES ARE REQUIRED AS IDENTIFIED BY COUNTY DEPT. OF PARKS AND FACILITIES DESIGN. 14. FUTURE PARK USE: FUTURE PHASES OF THE PARK COULD INCLUDE THE DEVELOPMENT OF, ADDITIONAL PARKING AREAS, BALL FIELDS, TRAILS, INTERPRETIVE SIGNAGE AND OTHER RECREATIONAL RESOURCES. SEE APPROVED PARK MASTER PLAN 15. MAGISTERIAL DISTRICT: SCOTTSVILLE 16. WATERSHEDS: THIS SITE LIES WITHIN THE RIVANNA RIVER WATERSHED. PORTIONS OF THE PROPERTY ARE WITHIN THE RAGGED MOUNTAIN DAM BREAK INUNDATION ZONE 17. NO ELECTRICAL SERVICE, POTABLE WATER OR SANITARY SEWER UTILITIES WILL BE PROVIDED OR CONSTRUCTED AS PART OF THIS PROJECT. A VAULT TOILET WILL BE CONSTRUCTED. TOILET MAINTENANCE WILL BE PROVIDED BY THE COUNTY PARKS DEPT. 18. THE PARK ENTRANCE AND PARK ACCESS ROAD R.O.W. WILL BE PLATTED, SUBDIVIDED, AND DEEDED TO VDOT AS PART OF THIS PROJECT. SEE CIVIL PLANS FOR PROPOSED R.O.W. LINES. 19. SITE IS LOCATED IN THE MONTICELLO VIEWSHED. 20. PRIOR TO CONSTRUCTION OF THE VAULT TOILET, THE NECESSARY CONSTRUCTION PERMIT WILL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF HEALTH. 21. PLEASE PROVIDE FOR NO PARKING SIGNS ALONG THE ENTRANCE ROAD UNLESS TEH WIDTH WILL ACCOMMODATE PARKING SO THAT THE UNOBSTRUCTED TRAVEL WAY WIDTH IS NOT REDUCED BELOW 20 FT. (EX. PARKING ON ONE SIDE REQ. A 28 FT WIDE TRAVEL WAY PER FIRE CODE). 22. WHEN WATER BECOMES AVAILABLE IN FUTURE PHASES OF THE PROJECT, HYDRANTS TO SERVICE THIS PHASE WILL BE ADDED AS NECESSARY. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL NON -PAVED SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, PERMANENTLY SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. SITE NOTES 1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL PROPOSED SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. CONTRACTOR SHALL NOTIFY COUNTY AFTER CONTRACTOR CONTACTS MISS UTILITY SO COUNTY CAN UPDATE UTILITY LOCATION MAP. 3. ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAIN POSITIVE SLOPE TO THE DRAIN INLET. 4. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY/ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. SIGNATURE BLOCK DATE PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT VIRGINIA HEALTH DEPARTMENT ARCHITECTURE REVIEW BOARD CLIENT 401 MCI NTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN PHASE 1 FINALSITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com PLTH OF O� 0612n1 /21 j DAVID T. ANHOLD a Lic. No. 00311 & s�ApE AR��� DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PRELIM NARYSITE PLAN 02.25.21 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 SCALE: N/A SHEET NAME: COVER - WPO SUBMISSION FIRE OFFICIAL SHEET NUMBER: G -001 June 21, 2021 c:Wsemyenny wAaahold associates dropboAanhold assocates EmplamAanhold team folderprojedsWiswit mnW1_cam02_sheetsy001_cover -wpo.dwg ©Anhold Associates 2021 Sheet ## of 42 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 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 01 PRELIMINARY SITE PLAN 02.25.21 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1° = 30' SHEET NAME: GENERAL CIVIL SITE NOTES SHEET NUMBER: G-003 June 21, 2021 dmwing1.@xg © Anhold Associates 2021 Sheet 2 of 42 - -- % --- KEY _ _ \; ------- STEEP SLOPES - PRESERVED -------------------------- ___________ STEEP SLOPES -MANAGED --------------------------- T r , I r " ---------- ------ I PROPOSED PAVING ____ ---__ '-_ ��` \ --- _-_-_-_-- ___ __. _ _ _ __ _- ALBEMARLE COUNTY — l CLIENT 401 MCINTIRE ROAD i I l i - CHARLOTTESVILLE, VA22901 \ ( / ADDRESS i -- ------------- , , , BISCUIT RUN 1 , , , , \ --- PHASE I I - _ - FINAL SITE PLAN 1 ',` \\ �'\ -- �` _ _ \` \\ \` ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE PLANNING _ `. - 11 Rockfish Turnpike ___ _ \ \ 83 s Gap 1 ,I {{ _ Greenwood, VA 22943 -- _ 1 \ ' \ . - _ - - I \ --__ - 1 1 \ — _ _ \ 1 / II I - — - I \ ` ''1 1 `\ ' ---------- ----------- 434.882.3420 - - - - nholdl com - I a a. 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ANHO f - `,---------------------- -- ` - -__ '-------_ -`--- ` - -- -- \` Lic.No. 00311 ti I - - lE 1 - -- TOCKR -_� _-�C5PO56 -__ - ' Al --- - - ---- - 7$ RA ....5 ` C4R % / - r ------------- II j C-101 EXISTING CONDITI9[VS & SITE D€MO PLAN-'PAR�IAL-SO�T�I i /' f --___ -- I / / - DAV I D T. AN HOLD C-11 E & S PLAN -PARTIAL SOUL Ffi&NOT S"" 1 � / - / _ - ��'� - _ - / ` 'r ; �, ;' , \ - , _ 'C _- -\ `�� __ _____________ ____ __ ____ -,1 -- _____ VA LICENSED LANDSCAPE ARCHITECT \� LIC N0.00311 f _, I T------------- � ` -_ LANDSCAPE SITEPAPARFYAL SO rt - -"--_ ------ - --------- l REVISION: ------------------------------ 30 LANDSCAPE PLANTING PLAN_ V"I "I Sy(ITF1 r -_ y---------- - s - i , 1 / - I'---------" \ \.. _ �/ --- \` _-__ --- -"-- -- \` --- -- -- 0 ORELIMN DESCRIPTION ODASEI _ — I / 1 �' __ -, ------ "� %� V `V /' -f- - -- --�- '- ------- __ �-- ' ----------',1'' V 02 FINAL SITE PLAN 06.21.21 I 1 03 WPO 06. 21.21 �-���' � 04 SUBDIVISION &ROAD PLAN 06.21.21 _ WT YARD BP�CK 75' T �(AR 1'1 ----- /FUTURE PARK ACCESS _____ "�6WM ROAD EXTENSION I - --- I I � / _ PR T E ' IMIT - PROJECTL-EMITS ASI r a i •a % l 9 , ---- ------- ` NEW PARK ACCESS /� �"d°"t'a�`dC°�---- ------ '- --'-- --=- _----- -- - -- - E CIVIL PLANS _ _ _ , i i 'r r r r '---'----NEW SOUTHQ6UND41RAN$1TION r -- - LANE PAVEMENT. SEA CIVIL PLANS '1 ; `----- -"'""- xIN , , LINMT OF 6ISiURBAr1C'E C' � - _ IN _ 1' laacc _ _ I -- -_ -- - - - --- �-' _-- RSA..--- --- - --- -- "-_ _ i" ---- --- __" --a-.\z-® ROUTE 2Q -- ROAD i - - - AVID OF I7ISTURBANC,� 1 - - r LIMI� - - - - - - - -" I NpARY ,- r I - - __- _ ` - \ IN _- --aa D(ST�1$RA — — I avr - 1----- I- _ --- - -- --- --- __ - -- - -- --- NEW CURB INLETS AND STORMWATER UTILITIES NEW PARK ENTRANCE BASED ON VDOT COMMERCIAL ENTRANCE DESIGN STANDARDS --- ------------ - ------------ ------------- _ __=�•_ � C \— SCALE: 111 = 60' ' - SHEET NAME: SITE CONTEXT & KEY PLAN SHEET NUMBER: Ousers\jenm/\anhold associates tlmplamAanhold team foldel\pmjects%iswit mnW1_ca=2_sheets\glpl_site context & key plan.dwg N 0 30 60 120 G —004 DATE: June 21, 2021 ©Anhold Associates 2021 Sheet 3 of 42 NOTES: 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A FIELD RUN SURVEY MADE FEBRUARY - JUNE 2010 AND MAY 2021. 2. MERIDIAN BASED ON VIRGINIA NAD 83 (93) STATE GRID SOUTH ZONE, ESTABLISHED BY GPS METHODS. 3. NO TITLE REPORT FURNISHED; THEREFORE, EASEMENTS AND ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN. 4. AS THIS SURVEY DOES NOT AFFECT A NEW DIVISION OF LAND, THIS PLAT DOES NOT REQUIRE APPROVAL OF THE SUBDIVISION AGENT PRIOR TO RECORDING. 5. THIS PLAT IS BEING RECORDED ON BEHALF OF THE COMMONWEALTH OF VIRGINIA AND IS EXEMPT FROM ALL RECORDING FEES PURSUANT TO SECTIONS 17.1-266 AND 17.1-279.E OF THE CODE OF VIRGINIA (1950). AS AMENDED. L INE TABL E LINE BEARING DISTANCE LI S 41 °30'30' W 124,78' L2 N 60°02'44' W 1,57' L3 S 43°49'40' W 120.00' L 4 S 12 °38 22' W 78.0T L5 S 55°5726' E 1,91, L 6 S 34 °02'34' W 147.09' L7 S 83°5715' W 776' L8 S 41°1417' W 54,66' L9 S 03°10'16' W 24.91' L IO S 34 °02'34' W 114, 96' Lll S 46°0611' W 198,51, L12 N 60°4435' W 209,43' L13 N 06°0415' E 736' L 14 S 16 °33'09' E 3228' L15 S 52°03'56' W 146,67' L16 N 87°4923' W 126,81' L17 N 27°2537' E 149, 98' L18 N 27°2334' E 149,98' L19 N 27°2453' E 150,00' L20 N 27°5532' E 150,06' L21 N 28 °30'52' E 149, 93' L22 N 28°20'43' E 150,14' L23 N 28°2620' E 15004' L24 N 28°2626' E 149,91' L 25 N 28 °10'54' E 15 96' L 26 N 53 °2512' E 267 30' L27 N 55°3031' E 206,89' L 28 N 36 °34 26' E 146, 85' L29 N 38°5234' E 78.15' L 30 S 33 °27 28' E 25.00' L31 N 58°2756' E 48,79' L32 N 80°1951' E 69,64' L33 N 46°0311' E 8732' L 34 N 30 °42 24' W 30, 00' LINE BEARING DISTANCE L 35 N 59 °2734' E 15,88' L 36 N 34 °28 25' E 62, 94' L 37 N 26 °25'30' E 8, 05, L 38 S 63 °34'15' E 35.00' L 39 N 26 °2545' E 131, 75' L40 S 12°06'49' W 424,28' L 41 S 17°4918' W 270, 93' L 42 S 64 °23'05' E 37736' L 43 N 44 °3558' E 573,78' L44 N 12°4910' E 145.06' L45 N 10°2529' W 139,51' L 46 S 64 °06 27' E 36,57' L47 N 25°5333' E 200.00' L 48 N 64 °06 27' W 100, 00, L49 S 25°5333' W 50.97' L50 N 30°4018' W 98,23' L51 N 37°11 25' W 25.12' L52 N 58°47'40' E 111,53' L 53 N 57°2957' E 24,88' L 54 S 02 °2541' E 55,72' L 55 S 26 °1617' W 24.12' L 56 S 58 °53 29' E 59,67' L57 S 62°41'58' E 159,15, L 58 N 26 °1751' E 56, 50' L 59 S 26 °07'40' W 90.65' L60 S 29°0224' W 9.00, L61 N 0024'50' E 182,62' L62 N 33°3820' W 9571, L63 N 84°55'18' W 106,32' L64 N 73°4017' W 195,42' L65 S 83°01'43' E 155,97' L66 N 822817' E 292,26' L 67 N 81 °5849' E 42.05' CUR VC TABL E CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 35,67' 542,96' 71,24' 71,19' S 37°4457' W C2 39, 97' 87 30' 74, 96' 72,68' S 16 °5433' W C3 48,97' 461,86' 9758' 9740' S 40°13'55' W C4 209,88' 5769,58' 419,58' 419,48' S 44°0326' W C5 171,06' 994,93' 338,81' 33717' S 32°l3'06' W C6 11376' 280,00' 216,12' 210,79' S 74°10'39' W C7 146.03' 400,00' 280,03' 274,35' S 72°0716' W C8 56,03' 400,00' 111,34' 110,98, N 79°50'57' W C9 108,72' 4995,05' 21741' 21739' N 26°56'05- E CIO 208,01, 929,12, 409,27' 40597' N 40°48'03' E C11 8779' 4816,33' 175,56' 175,55' N 54 °2752' E C12 193,22' 1158,71' 382,92' 381,18' N 46°0228' E C13 99,54' 4953,96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994,16' 255,86' 255,15' N 46°14'57' E C15 79,34' 358,10' 156,16' 154, 93' N 46 °58'00' E C16 1 52,01' 739,28' 103,85' 103,76' N 30°2658' E C17 9787' 525..00' 193,51' 192,42' N 48 °14'06' E C18 124,65' 475,00' 243,80' 241,13' N 52°2246' E C19 170,10' 575,00' 330,76' 326,22' N 50°3615' E C20 129,28' 62500' 254,97' 25321' N 45°4844' E C21 99,05' 500,00' 195,57' 194,32' N 17°5356' E C22 9702, 985..00, 193,41' 193,10' N 79°17'47' W C23 123,45' 2985,00' 246,76' 246,69' N 71°18'12' W C24 104,01' 121500' 20751' 207.26' N 73°4941' W C25 51,08' 58500' 101,90, 101,77' S 78°0219' E C26 74, 43' 585, 00' 1 148, 05' 147 66' N 89 °4317' E C27 98,33' 415,00' 193.11' 191.37' S 84°11'53' E C28 29,26' 400,00' 58.42' 58,37' N 20°3446' E C29 53,32' 900,00' 106,52' 106,46' N 21°2224' E BOUNDARY EXHIBITLIWEST S-123 Ste/ I I� I a l "FOREA T LODGE DRIVE-" S-1 23 L EGEND IRF - IRON ROD FOUND IRS - IRON ROD SET IPF - IRON PIPE FOUND RRS - RAILROAD SPIKE DH - DRILL HOLE CMF - CONCRETE MONUMENT FOUND - FENCE - STONE WALL STREAM OR BRANCH - OVERHEAD UTILITY LINES WOODEN UTILITY POLE SCALE 1200' 0 1200' 1 INCH = 1200 FEET 2400' SURVEYOR'S CERTIFICATE I HEREBY CERTIFY TO THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF CONSERVATION AND RECREATION THAT THE INFORMATION SHOWN ON THIS PLAT REPRESENTS AN ACTUAL FIELD RUN SURVEY MADE UNDER MY SUPERVISION OF A PORTION OF THE LAND CONVEYED TO THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF CONSERVATIDN AND RECREATIDN BY THE FOLLOWING TWO ACQUISITIDNS, FROM FOREST LODGE, LLC, BY DEED DATED DECEMBER 28, 2009 AND RECORDED IN DEED BOOK 3835 AT PAGE 706, AND FROM SOUTHWOOD CHARLOTTESVILLE, LLC BY DEED DATED MAY 11, 2016 AND RECORDED IN DEED BOOK 4773 AT PAGE 322, BOTH OF WHICH ARE RECORDEDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, I FURTHER CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMATION SHOWN ON THIS PLAT IS ACCURATE AND CORRECT AND THERE ARE NO ENCROACHMENTS, GAPS, GORES, OVERLAPS, OR VISIBLE EASEMENTS LOCATED ON OR ALONG THE BOUNDARY LINES UNLESS SHOWN HEREON, MARSH & LEGGE Land Surveyors, P.L.C. 560 NORTH LOUDOUN STREET WINCHESTER, VIRGINIA 22601 PHONE (540) 667-0468 FAX (540) 667-0469 EMAIL officeCmarshandlegge.com S-1 22 i i l G) "O%K HILL DRIIf 24 S�l /. / BOUNDARY EXHIBIT NORTH S-124 � � l SISCrl 7 ITUN 1189. 4 77 A Clz�ES I I I I I I� i i i i i i i i i i i i 1 S-1 21 VA SEC R TE 742 "A V01V S TREE T EX T. " BOUNDARY EXHIBIT EAST S-121 BOUNDARY EXHIBIT NORTH S-124 BOUNDARY SURVEY OF A PORTION OF THE LANDS OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF C❑NSERVATI❑N AND RECREATI❑N BISCUIT RUN TAX PARCELS 90-5. 90-6C1, 90-6D, 90-15A, 90-17D, 90A-lA, 90A-lB, 90A-3, AND 90A1-1 DEED BOOK 4773 PAGE 322 DEED BOOK 3835 PAGE 706 DEED BOOK 3092 PAGE 310 SCOTTSVILLE AND SAMUEL MILLER MAGISTERIAL DISTRICTS ALBEMARLE COUNTY, VIRGINIA MAY 27, 2021 0 300 600 1200 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN PHASE 1 FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com ALTH of O- 06/21/21 DAVIDT. ANHOLD 9 111-71 Lic. No. 00311 �w LAPE 0 DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 02 FINALSITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: Ill = 6001 N SHEET NAME: SITE BOUNDARY EXHIBIT - KEY PLAN SHEET NUMBER: S-120 June 21, 2021 OusersGenmyNanhold associates dmpbmdanhold team folderlpmjects%iswit mn101_ca=2_sheets,s-120 survey.&g © An hold Associates 2021 Sheet 4 of 42 I MARK H. HAEFELE THE PROPERTY LINE FOLLOWS o� AND HILARY BART-SMITH THE MEANDERS OF THE '��p DB 2242 PG 242 CENTERLINE OF 'BISCUIT RUN' PLAT - DB 1336 PG 51 FROM POINT H" TO 'POINT /" o `ro "MILL CREEK' POINT /N THE vJ �r� PHASE 2 - SECTION 7 CENTERLINE OF -� "LOT 146" "BISCUIT RUN" IRS FRAME �g236sJ 9007-1-A3 MILL CREEK PHASE TWO P.U.D. 'F SHED HOME OWNERS ASSOCIATION, INCPG . C22 6_J LIRF S. 6 IRF PLA TB DB 1271 1163 P01 522 IRF THE PROPERTY 60`9- "HILL CREEK" LINE FOLLOWS THE F PHASE 2 - SECTION 6 MEANDERS OF THE 06.6, "OPEN SPACE" VN CENTERLINE OF "BISCUIT RUN" '96' IRF FROM 'POINT H" POINT N HE "BISCUIT RUN O POIN l I I89.877 A ORES / 'L 'BISCUIT RUN"" ss. 2 Off. <•9�p� lRF CMF / 9OC7-1-Al MILL CREEK PHASE TWO P. UD. • _ �g2g8s J / HOMEOWNERS ASSOCIATION, SPOCIAT ON, INC N. W PLAT - D8 1110 PG 424 aNj 'VILL CREEK' N , 90-6D PHASE 2 - SECTION 5 o N o REF DB 498 PG 214 S IRF "OPEN SPACE" lRF ,22'9B`3" �BOQ / "POINT I" 9BJ / `JRF POINT IN THE IRF AT 6334CENTERLINE OF � 'BISCUIT RUN" 5 6016, IRS lRF 351 5 / IRS N 3883031. 19 EE 11475629.36 J \ 90T 2A S q �3 L60 IRF \ LPF lkl ple \�`9.T q`�s \ q OCOG 90q \ 90-60 DB 498 PG 214 tiry S79�1F \�2y� 22Fy1 \ q T5 � IRF IRF <9TB g� B�0O \ N,3881927138 cj�A09 \ \ oB xc �S \ E' 11480074.63 q Fti y S q yy<is 0Tj.29 9 l oB 8 COT l4- 9N ss.. oe �qC N9op<,� l' s,g 'y q0 FyS I/ 2>. �T C!.n. N 3233'37" E N 52'16'49" E 191.97' 61.21' IRF N 3750'05" W / 182.55' S6 26p354S2?„F i •Z )1 fah J Cb POINT IN THE CENTERLINE \ '$/SCU/T RUN"" \ 90-15A REF - DB 535 PG 329 "WELL LOT NO. 5" 90-60 REF - DB 498 PG 214 N 00 4548" W �152.45' E: 11475818, 01 UNNAMED \ UNN AyjFO S7/?FA� i IRF IN i BASE OF 10` BLACK GUM LARGE LPF "8/5CUI T RUN " I I89.877 A CRES 90-6D REF - DB 498 PG 214 L7-L9 FOLLOW THE CENTERLINE OF THE OLD ROAD BED OF THE "CHARLOTTESVILLE-SCOTTSVILLE ROAD" DS 288 PG 331 - HWPB I PG 40 REF. - DB 77 PG 293 VDH VDH \ VDH 90-6D / REF ti DB 498 PG 214 4.6,�gS00,. S 39 5041 " W 50.00' LARGE IFF VDH CMF AT 68.74' DH/ IRF ABANDONED 0NE0 R020'��i� \ FRAME DWELLING PgO�DiP Rai ih$�1�0�PV// �PR5�g1`R\G�Q�y±�0�\QG FRAME ,/� 5 k��0 / / / 5C0� S�� ti .I.'I 9 7y SHED / / / 0 �Q� G hh,( 6 90-17DRO�ti��O�Q 0 0 ti 1 PLAT - DS 1132 / / / 0 1� u III PG 734 90-16B DH IN I L 13 P. DOUGLAS ✓ENSEN CON C ROAD WB 174 PG 637 DB 1929 PG 36 I� PLAT - DB 287 PG 521 II IRS AT I PLAT - DB 243 PG 544 II BASE OF WOODEN I POST N•387905228 E- 11479466. 62 IRF AT 1208.90'- VA SEC RTE 742 ';4 VON STREET EXT. " VARIABLE WIDTH RIGHT OF WAY DD 427 PG 525 HWPB IV PG 144 /U'/ i IRS IRS VDH OA �A L2 Lc// /0 OPOOF QQGGGy9 VDHT IRF IRS/ IRS LCj S VDHT L7 �6 / OOOeti101 0� LBiIRS IRS / / / IRS / / L9 IRS/ CUR VE TABL E CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 35.67' 542,96' 71,24' 71.19' S 37°4457' W C2 39, 97' 8730' 74, 96' 72, 68' S 16 °5433' W C3 48.97' 461,86' 97.58' 9740' S 40°13'55' W C4 209 88' 5769, 58' 419,58' 419, 48' S 44 °03 26' W C5 171,06' 994,93' 33881, 33717' S 32°13'06' W L INE TABL E LINE BEARING DISTANCE LI S 41 °30'30' W 124,78' LP N 60°0244' W 1.51, L3 S 43°49'40' W 12000, L 4 S 12°38 22' W 78,07' L5 S 55°5726' E 1.91, L 6 S 34 °02'34' W 147 09' L7 S 83°5715' W 7. 76' L8 S 41 °1417' W 54,66' L 9 S 03°10'16' W 24, 91' LIO S 34 °02'34' W 114, 96' Ll1 S 46°06'11' W 198,51' LIP N 60°4435' W 20943' L13 N 06°04'15' E 736' L60 S 29°0224' W 900, L EGEND IRE - IRON ROD FOUND IRS - IRON ROD SET IPE - IRON PIPE FOUND RRS - RAILROAD SPIKE DH - DRILL HOLE CMF - CONCRETE MONUMENT FOUND - FENCE - STONE WALL /—N—,/ - STREAM OR BRANCH - OVERHEAD UTILITY LINES 0 - WOODEN UTILITY POLE 0 100 200 400 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 /_19107:7*R BISCUIT RUN PHASE 1 FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com [0LTH 6;71�00) �O O6/21/21 r U DAVID T. ANHOLD a e Lic. No. 00311 G Ab DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1" = 200' SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL EAST SHEET NUMBER: S-121 OusersGenmyNanhold associates tlmplamAanhold team folderlpmjects%iswit mn101_ca=2_sheetsls-121 sury y- etail.d g ©Anhold Associates 2021 June 21, 2021 Sheet 5 of 42 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLA T - DB 292 PG 436 REF. - DB 704 PG 9 604 �5 o E 0 � 59 5S 'POINT D IRF AT 2315' POINT IN THE CENTERLINE OF CONCRETE THE BRANCH SPRING BOX G � o m� 9s ems. s- THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE BRANCH FROM 'POINT C" TO 'POINT D" 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLAT - DB 292 PG 436 REF. DB 104 PG 9 CUR VE TABL E CURVE TANGENT RADIUS 1 ARC LENGTH CHORD LENGTH CHORD BEARING C4 1 209,88' 5769,58' 419,58' 1 419,48' 1 S 44°0326' W CS 1 171,06' 1 994,93' 1 338.81' 1 337..17' 1 S 32°13'06' W L INE TABL E L11 1 S 46'0611' W 198.51' L12 N 60'4435' W B09.43' L 13 N 06 °0415" E 7 36' L EGEND IRF - IRON ROD FOUND IRS - IRON ROD SET IPF - IRON PIPE FOUND RRS - RAILROAD SPIKE DH - DRILL HOLE CMF - CONCRETE MONUMENT FOUND FENCE - STONE WALL - STREAM OR BRANCH - OVERHEAD UTILITY LINES f - WOODEN UTILITY POLE OusersGenmyNanholtl associates tlmplamAanholtl team folderlpmjects%iswit mnW1_catllo2_sheetsls-122 sury y-tletail.tivg 56 0b . `101 IRF 6� s »26 g/ E 50k z�s 98, IRF /1 �o o°O � 4 90-s0, o REF DB 4658 PG 211 / O 0 / N:3878429.30 / E, 11472735.57 / ?GE SET STONE FOUND < C ABANDONED �! TWO-STORY FRAME DWELLING "BISCUI T 1 I89.877 POINT IN THE CENTERLINE OF ■ THE BRANCH z gj50Uil v� o / "POINT C POINT AT THE INTERSECTION OF THE BRANCH AND BISCUIT RUN THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF 'BISCUIT RUN" FROM POINT B" TO 'POINT C" S 862725" W' 106.27' "POINT B " POINT AT THE INTERSECTION OF THE BRANCH \AND BISCUIT RUN z N r� THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE BRANCH FROM 'POINT A" TO 'POINT B" 90-9A RICHLANDS FARM LAND TRUST DB 710 PG 223 PLA T - DB 292 PG 436 REF. DB 104 PG 9 y �6 �TiF </NEJ THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM �\ FROM "POINT E" TO "POINT F" RUN A CRES POINT IN THE EN OF THE BRANCH U 2 m' 2 a j a .�\�\ "POINT F" ��� POINT AT THE . INTERSECTION OF THE STREAM AND "BISCUIT RUN" 90-6D REF - DB 498 PG 214 90-6D REF - DB 498 PG 214 90-6D REF - DB 498 PG 214 LARGE IPF 90-6D REF - DB 498 PG 214 LARGE IPF IRF IN BASE OF 10" BLACK GUM 90-16A 90-16A1 FORREST R. MARSHALL, R. AND DONNA D. MARSHALL DB 5483 PG 475 OB 2385 PG 693 DB 775 PG 375 PLAT - DB 186 PG 71 /LA LARGEIPF \ \ LARGE IPF 90-1486 \ EDW/N J.MICK/CKIEW/CZ, ✓EANNE P. MICKIEWICZ, AND ✓ENNIFER R. KOVALESK/ DB 1461 PG 393 \ PLAT - DB 995 PG 679 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 BISCUIT RUN PHASE 1 FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com 0OLT H OF �O 6/21/21 DAVID T. ANHOLD a Lic. No. 00311 1 w DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 1� 02 FINAL SITE PLAN 06.21.21 o ktik y 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 y m 90->4A z THE ✓✓P TIMBER TRUST z DB 427H PG 268 PLAT - DB 286 PG 576 N 885650" W 13741' (TOTAL) 1 POIN T A ' LARGE IPF POINT IN THE CENTERLINE OF THE BRANCH L A RGE IPF IRS AT 11741' N 6736'05" W 155..39' N: 3874734. 71 E, 11414729.71 z X MARK ON SET STONE FOUND 0 h�k10 \ \ SCALE: 1" = 200' o� N _ SHEET NAME: 5k�k9 I SITE BOUNDARY EXHIBIT - \ PARTIAL SOUTH 0 100 200 400 38" YELLOW POPLAR \ so 12 SHEET NUMBER: / THE ✓✓P TIMBER TRUST C / DB 4278 PG 268 S -12 2 / DATE: June 21, 2021 ©Anhold Associates 2021 Sheet 07of 42 L INE TA EL E LINE BEARING DISTANCE L14 S 16°33'09' E 32,28, L 15 S 52 °03'56' W 146, 67' L16 N 87°4923' W 126.81' L17 N 27°2537' E 149, 98' L18 N 27'23'34' E 149,98' L19 N 27°2453' E 150,00' L20 N 27°5532' E 150,06' L21 N 28°30'52' E 149,93' L22 N 28°20'43' E 150,14' L23 N 28°2620' E 150,04' L24 N 28°2626' E 149,91' L25 N 28°10'54' E 15.96' L 26 N 53 °25'12' E 26730' L27 N 55°3031' E 206,89' L28 N 36 °3426' E 146,85' L29 N 38°5234' E 78,15' L 30 S 33 °27 28' E 25..00' L 31 N 58 °2756' E 48.79' L32 N 80°1951' E 69,64' L 33 N 46 °0311' E 87 32' L34 N 30°4224' W 30,00, L35 N 59°2734' E 15.88, L 36 N 34 °2825' E 62.94' L 37 N 26 °25'30' E 8, 05' L38 S 63°3415' E 35..00' L 39 N 26 °2545' E 131, 75' L40 S 12°06'49' W 424,28' L 41 S 17°4918' W 270, 93' L 42 S 64 °23'05' E 377 36' L43 N 44°35'58' E 573,78' L44 N 12°4910' E 145.06' L45 N 10°2529' W 139,51' L61 N 00°24'50' E 182,62' L 62 N 33 °38 20' W 95,77' L 63 N 84 °5518' W 106.32' L64 N 73°40'17' W 195,42' L65 S 83°01'43' E 155,97' L66 N 82°2817' E 29226' L67 N 81°58'49' E 4205' CUR VE TABL E CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C6 113,76' 280,00' 216,12' 210,79' S 74°10'39' W C7 146, 03' 400, 00' 280, 03' 274, 35' S 72 °0716' W C8 56, 03' 400, 00' 111, 34' 110, 98, N 79 °50'57' W C9 108, 72' 4995..05' 217.41' 217.39' N 26 °56'05' E CIO 208.01, 929.12, 409,27' 405.97' N 40°48'03' E C11 87. 79' 4816.33' 175..56' 175.55' N 54 °2752' E C12 193,22' 1158,71' 382,92' 381,18' N 46°0228' E C13 99,54' 4953,96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994,16' 255,86' 255,15, N 46°14'57' E C15 79,34' 358,10' 156,16' 154,93' N 46°58'00' E C16 5201' 739,28' 103,85' 103,76' N 30°26'58' E C21 99,05' 500,00' 195,57' 194,32' N 17°5356' E C22 97.02' 985,00' 193,41' 193.10' N 79°17'47' W C23 1 123,45' 298500' 246,76' 246,69' N 71°1812' W C24 104,01' 1215.00' 207.51 20726' N 73°4941' W C25 51,08, 585,00, 101,90, 101. 77' S 78°0219' E C26 74,43' 585,00' 148,05' 147.66' N 89°4317' E C27 98, 33' 415.00' 193,11, 191, 37' S 84 °11'53' E C28 29,26' 400,00' 58,42' 58,37' N 20°3446' E C29 53,32' 900, 00' 106, 52' 106, 46' N 21 °22 24' E LEGEND IRF - IRON ROD FOUND 0 �( IRS - IRON ROD SET 0b�� E��7 IPF - IRON PIPE FOUND �� RG p5 / FPS - RAILROAD SPIKE 5EG �OJ DH - DRILL HOLE � P �G \Q \ // CMF - CONCRETE MONUMENT FOUND J \' GR - FENCE G�QRE` - STONE WALL - STREAM OR BRANCH 5G/ - OVERHEAD UTILITY LINES / 0 - WOODEN UTILITY POLE AT 90-5 REF - DB 237 PG 266 REF - DB 115 PG 293 \ POINT IN THE CENTERLINE OF THE STREAM C25 C26 THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM 'POINT ✓" TO "POINT K" L67 S RF IRF NO 0 / \\ IRF �2y �lRF / ti0 IRF \\ IRF \ IPF A T 623 22' 4 cQIke Ivgy II F ,oc ` FgSII 90-5 .oq`90 E 6Rs\ �\ 'MFN �// REF - DB 237 PG 266 �\ T REF - OB 115 PG 293 O // \� 1j� •oq�A'y468\ 8 \ / �\ \\ /// \ C uy 0s, Oh •oSF,o \ j` C�F\p�R \OB gNpy�<l,,go" IRF \ 'sBISCUI T RUN " 00 G Q R8R ��f'is. A 6 �.. \0 \ s Ac T<y A�F! \ \ � l l \ \ R'6 FcF<o \ "cQFS 1189.877 ACRES j<Fyg p \ <p IRF 0 "g GFF /� If, Aj 22g• \ \ \B NpFTy90 6\ <oT,s•. IRF /4� N: 388327715 \ \ E 11473314.49 IRF N IRF N 6¢ P \OB tiFCC� 6\ l�TS IRF IRF o F 0 \ \ AT 25.23' \ REF - DB 498 h o-o- \ srSs co 'Q PG 214 `So'• \ qN �'9Tjy .9\ !oT IRF 7527' S. OB `S ESN AFT<<q\ \ / ,6• �' • Ao TF co IRF \ <rNNo \ Rog„F <� tiNOFIRF IRF S 7047j7,• 20 DRAINAGE PGAS4E�MENT \ .� - \ 60, /G 01 SSTCOD i i07 N Og S�FGR GF FRiI� „ \77;72. AT 65353" TOTA/ 90-6C ✓ENNIFER SUE MINOR TRUST DB 3091 PG 438 DB 1940 PG 186 PLAT - DB 754 PG 58 OusersIjenmyNanhold associates tlmplamAanhold team folderlpmjects%iswit mn101_ca=2_sheetsls-123 surrey- etail.df g \\ \ SB' IRF L14 \ 20' DRAINAGE EASEMENT / C6 \ DB 707 PG 149 RRS RRS 90-6A �/RGIN/A POLO, INC. u DB 4547 PG 29 \ / RRS �S L 16 RRS- p o_ T m � v N O A Imm �y A I A W I R1 c. W n \ \2 A n w w 1�Nm IRF AT 90-6C N 454.64' ✓ENNIFER SUE MINOR TRUST DB 3091 PG 438 REF. - DB 4658 PG 211 �, J ,E PGl 560ol1 0 IRF 6k S 7j2647 5Gk• F 276 g8' IRF 1 90-6C ✓ENNIFER SUE MINOR TRUST DS 3091 PG 438 PLAT - DB 3091 PG 444 "POINT E" POINT IN THE CENTERLINE OF THE STREAM 1� S 73�2SB F L\ g7g 76 �nF l/yFJ THE PROPERTY LINE FOLLOWS _ THE MEANDERS OF THE CENTERLINE OF THE STREAM 1 FPnAA "Pn/A/T F" Tn "Pn/A/T F" J l � � THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF "BISCUIT RUN' FROM "POINT F" TO 'POINT G" "POINT F" POINT AT THE INTERSECTION OF THE POINT IN THE CENTERLINE OF BISCUIT RUN" C 22 �� �9 8- N: 38B3031. 19 I \ "POINT H" \ POINT /N THE \ CENTERLINE OF 'BISCUIT RUN' 5 95, TOTAL \ IRF AT 502.22' \ CMF 90-6D REF - DB 498 PG 214 ALBEMARLE COUNTY \ / CLIENT \ / 401 MCINTIRE ROAD o \ / CHARLOTTESVILLE, VA 22901 ADDRESS ADDRESS h / THE PROPERTY FOLLOWS \ THE MEANDERS BISCUIT RUN OF THE CENTERLINE OF BISCUIT RUN" POINT /N THE FROM "POINT H" TO "POINT /"' PHASE I CENTERLINE OF 'BISCUIT RUN' FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 THE PROPERTY LINE FOLLOWS THE 434.882.3420 MEANDERS OF THE CENTERLINE of anholdla.com "BISCUIT RUN" FROM 'POINT H" POINT IN THE TO "POINTI" CENTERLINE OF I BISCUIT RUN" IFF AT 63. J "POINT l" POINT IN THE CENTERLINE OF "BISCUIT RUN" 90-6D REF - OB 498 PG 214 IRF N 3233'37" E N 52"16'49" E 191.97' 51.21' IRF N 3750'05" W / 182.55' lRF N DO 45'48" W 6g'4S 2 152.45' 26 2 � 3S• F �TOTa, , lRF -/ I REF- DB 535 PG 329 "WELL LOT NO. 5" 0 100 200 400 ©Anhold As dates 2021 tp 00!%�LTH OF 6/21 /21 71 U DAVID T. ANHOLD a e Lic. No. 00311 G Ab DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1" = 200' SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL WEST SHEET NUMBER: S-123 June 21, 2021 Sheet 7 of 42 CURVE TABLE CURVE TANGENT RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING CIO 208,01, 929,12, 409,27' 405,97' N 40°48'03' E C11 8779' 4816, 33' 175, 56' 175, 55' N 54 °2752' E C12 19322' 1158,71' 38292' 391,18, N 46°0228' E C13 99,54' 4953,96' 199,06' 199,05' N 37°43'30' E C14 128,64' 994.16' 255,86' 255,15' N 46°14'57' E C15 79,34' 358,10' 156,16' 154,93' N 46°58'00' E C16 52,01' 739,28' 103,85' 1 103,76' N 30°26'58' E C17 9787' 525. 00' 19351' 19242' N 48°14'06' E C18 124,65' 475,00' 243,80' 241,13' N 52°2246' E C19 170,10' 575..00' 330.76' 326,22' N 50°3615' E C20 129,28' 625,00' 254,97' 253,21' N 45°4844' E C23 123,45' 2985,00' 246,76' 246,69' N 71°18'12' W C24 104,01' 1215. 00' 207.51' ?07,?6' N 73°4941' W C25 51, 08' 585, 00' 101, 90, 101, 77' S 78 °0219' E C26 74,43' 585. 00' 148.05' 147,66' N 89°43'l7' E C27 98.33' 415 00' 193,11' 191, 37' S 84 °I1'53' E C26 29.26' 400.00' 58.42' 58.37' N 20°3446' E C29 5332' 900,00' 1 106,52' 1 106,46' 1 N ?12224- E L INE TABL E LINE BEARING DISTANCE L 26 N 53 °25'12' E 267.30' L27 N 55°3031' E 206.89' L 28 N 36 °34 26' E 146, 85' L29 N 38°5234' E 78.15' L 30 S 33 °2728' E 25, 00' L 31 N 58 °2756' E 48,79' L32 N 80°19'51' E 69,64' L 33 N 46 °0311' E 87 32' L 34 N 30 °42 24' W 30, 00' L35 N 59°2734' E 15.88, L 36 N 34 °28 25' E 62, 94' L 37 N 26 25'30' E 8, 05, L 38 S 63 °34'15' E 35, 00' L 39 N 26 °2545' E 131.75' L40 S 12°06'49' W 424,28' L41 S 17°4918' W 270,93' L 42 S 64 °23'05' E 377,36' L 43 N 44 °3558' E 573,78' L44 N 12°4910' E 145.06' L45 N 10°2529' W 139,51' L 46 S 64 °06 27' E 36, 57' L47 N 25°5333' E 200.00' L 48 N 64 °06 27' W 100, 00, L 49 S 25°5333' W 50, 97' L 50 N 30 °4018' W 98,23' L 51 N 37°II 25' W 25,12' L52 N 58'47'40' E IIL53' L 53 N 57°2957' E 24, 88' L 54 S 02°2541' E 55,72' L55 S 26°1617' W 24,12' L 56 S 58 °53 29' E 59, 67' L57 S 62°41'58' E 159,15, L 58 N 26 °1751' E 56, 50' L 59 S 26 °07'40' W 90, 65' L64 N 73°4017' W 195,42' L65 S 83°01'43' E 155,97' L66 N 82 °2877- E ?9226' L67 N 81°5849' E 42,05' �1 �I I II -3H/ 1 0 y>P{ (TOTAL) / 0�O0 IRF AT �R\QG 15 00� �o �0100�e N10 LJ4 �O (TOTAL) L 30 / IRF A T LEGEND IRF - IRON ROD FOUND \ "OAK "OAK HILL" 9SECTION 2 - BLOCK C SECTION 2 -BLOCK D IRS - IRON ROD SET WELLMAN A. HASH PLAT - DB 362 PG 22 PLAT - DB 362 PG 22 IPF - IRON PIPE FOUND AND ✓OYCE W. NASH FPS - RAILROAD SPIKE \ OB 363 PG 327 9OA-C-5 90A-D-5 DH - DRILL HOLE \ PLAT - OR 362 PG 22 ARLEN E POWELL CHERRIE R. WAXMAN CMF - CONCRETE MONUMENT FOUND 'LOT J" "OAK HILL" DB 653 PG 458 DB 1655 PG 585 FENCE / SECTION 2 - BLOCK F PLAT - DB 517 PC 407 'LOT 5" - STONE WALL L53 IRF / j PLAT DB 362 PG 22 "LOT 5" STREAM OR BRANCH / / 90A-O-4 - OVERHEAD UTILITY IRF / / 90A-D-6 "OAK HILL" MATTHEW C. AT LEE / L54 JARED C BARBER PHASE 3 AND SRITTNEY A. AT LEE - WOODEN UTILITY POLE G�,O/// RF AND ✓ULIE BARBER PLAT - DB 2932 PG 70 DB 4619 PG 513 DB 4685 PG 22 "LOT 4" `fl PLAT DB 362 PG 22 90A-1-13 a // u• "LOT 6" STEPHEN A. MCELFRESH 90A-D-3 IRF // �' AND STEPHANIE BLANCH KAROL YN ANN KINANE DB 3304 PG 672 / `LOT 13' AND PETER N. DOW / OR 5288 PG 738 ��C� IRF 9OA-1-Al LOT 3" / 1 5� 90A-D-5 OAK HILL PROPERTY OWNERS / P / A SSOCIA TION, INC. _ 90A-2 ,� // �����c•,� ���0 �a� '"LOT 5" DB 3515 PG 490 VAN E GRIFFITH THE COVENANT SCHOOL �� / { CG 5 �� �AND ERIKA F. LOPEZ 4 DB 1755 PG 173 "5 / G� Q 1c,P P1' �1" / 90A-1-12 DB 5368 PG 272 PLAT DB 1755 PG 175-176 ///�1�hhQk / 90A-D-4 AND LAUREN C. PENNIMAN 'LOT 2" "LOT 4" DB 4914PC522 PLAT DS 3270 PG 371-372 90A-D-1A "LOT 12" ✓OSEPH P. FINNAN AIMEE I. FINNAN 90A-D-3 / ��0 ti PLADB 4004 PG 13 " / `� T - DB 405 PG 433 "LOT 3 'LOT IA"OP O�OF2 9OA-D-1B LEAHY AN90A-D-2 / 0�P ✓GROAN S. D LINOSEY A. LEAHY IRF "LOT 2" /J�"/ Q DB 5025 PG 626 20' UTILITY / /0�/ PLAT - DB 405 PG 433 EASEMENT 90q. "OAK HILL BLOCK C "LOT 1H" DB 4048 PG 731 !oT ���q /�/ / PLAT - DB 362 PG 22 METAL `90 q /Q� / '9�p\ �� "OAK HILL" IRF / �� T-POST s PHASE 3 PLAT - DS 2932 PG 70 16 ?ovs'3" /RSV 90A-C "' \,o \ 20' SANITARY G/ i /� ?g IRS J 1L55 'LOT 5'" SEWER EASEMENT / �• / !,p 90A-1-13 \ 1 = o \ DB 2984 PG 683 IRF / / �e !sue LOT 13" /P o u, �� // 2 SANITAR T // j 90A-1-12 oc �1� SDBEZ 3A631 PG 462 \ ///CULIRDEI SAC IRF 2,y0� °jOPIRS S, "LOT 12" INGRESS/EGRESS \ �� S IRF / /j / PLAT DB 2 CA GE �Q�92 F 2 `S8ss. EASEMENT DB 469 PG 435 \ �� -� IRF L // / , _ _ _ _ IRF L58 \ c, / L51 20 WATER L/NE�� /j BLOCK i IRF EASEMENT / \ PERMANENT ACCESS 0 PERMANENT ACCESS EASEMENT DB 2631 PG 475 PLAT - DB 2631 PG 462 / / IRF A T 73 32' / IRF 9`S`TJ \ IRF Rj \ sy \ 9> �T0 ��'>> ,-!J "POINT K" \ IRF N 262545" E 46.14' /N T J" IRF TOTAL) \1500' POINT IN THE , CENTERLINE OF XL3 __ IRF \ ( �4' THE STREAM "X IRF AT 15.00' SIGHT EASEMENT v DB 2653 PG 586 POINT IN THE CENTERLINE OF THE STREAM 90-5 REF - DB 237 PG 266 REF - DB 115 PG 293 C25 i i� 30- c� III I /'VG/J^97iE�i c:WsersGenm/lanhold assodatestlmplamAanhold team folderlpmjects%is Rmn101_Ce60tlsheetsla-124survydetail.dg 90A1-1E SOUTHWOOD CHARLOTTESVILLE, LLC. OB 4773 PG 328 IPF AT / 14.28' S' sue, SQ F s� 6 PAP// �g 3F �,iN POINT AT THE \\� POINT IN THE CENTERLINE OF THE STEAM "POINT /N THE CENTERLINE OF THE STREAM THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF THE STREAM FROM POINT ✓" TO POINT K" C26 INTERSECTION OF THE STREAMS 99B/SCU/ T RUN " l / 89. 877 % CRES POIINT NNTTHE F" POI CENTERLINE OF "BISCUIT RUN" c6-75" E s za \ IRF A T 502.22 POINT IN THE CENTERLINE OF 'BISCUIT RUN" THE PROPERTY LINE FOLLOWS THE MEANDERS OF THE CENTERLINE OF "R/177'l//T PI/N" j WELL IRF DB 456 PG 639-640 / \ \ EASEMENT WELL HOUSE i °8 / _ /_ j 5RUN" � // DB 2631 PC 475 DB 2631 CMF N: 3887632 74 d 6°°/ g1/ / / °UIT // PG 462 (19. 77) IRF E, 11479327.3, /q2�' B 90A-1A REF368 WELL LOT NO. 2 90A-15 PLAT N DB 456 PG 640 "WELL LOT NO. 4" FRAME = SHED IRF i� /90A1-1 l REF - DB 664 / PG 447 / UJ\ 90A1-1 REF - OB 664 PG 447 II\/ 90A-3 REF - DB 505 PG 557 -7�,\ \ AGO\ \ 0\ 90-6D\ REF - OB 49898 PG 214 THE PROPERTY LINE FOLLOWS \ THE MEANDERS OF THE CENTERLINE OF "BISCUIT RUN" FROM 'POINT H" TO 'POINT l" "BISCUIT RUN" l I89.877 A CRES 9OA-3 REF - DB 505 PG 557 9OA-3 REF- DS 505 PG 557 IN PINE STUMP 3� y01 � Oyry 90C-A5 MILL CREEK P. U. D. 0h HOME OWNERS ASSOCIATION, INC. 5 DB 1152 PG 563 PLAT - DS 1042 PG 411 'MILL CREEK" PHASE 1 - SECTION 4 "OPEN SPACE" 90-38 THE PIEDMONT ENVIRONMENTAL COUNCIL TALL IRF DB 4819 PG 408 PLAT - DB 664 PG 461 90-37 ✓AMES MICHAEL HERNOON DB 4385 PG 392 PLAT - DB 188 PG 543 90C1-1-A5 MILL CREEK PHASE TWO P.U.D. HOME OWNERS ASSOCIATION, INC DB 1732 PG 178 PLAT - DB 1336 PG 51 MILL CREEK" PHASE 2 - SECTION 7 "OPEN SPACE'S -� 9OC1-1-146 MARK H HAEFELE AND HILARY HART -SMITH DS 2242 PG 242 PLAT - DB 1336 PG 51 'VILL CREEK' PHASE 2 - SECT/ON 7 "LOT 146" / / 1 SHED s ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD C HARLOTTESVI LLE, VA 22901 /_19107:1*R BISCUIT RUN PHASE 1 FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com 0LTH OFo O O6/21/21 U DAVE) T. ANHOLD a Lic. No. 00311 G w DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1" = 200' N SHEET NAME: SITE BOUNDARY EXHIBIT - PARTIAL NORTH 0 100 200 400 90CI-1-A3 MILL CREEK PHASE TWO P.U.D. SHEET NUMBER: HOME OWNERS ASSOCIATION, INC. DB 601 S- 124 PLAT DE OB J16763 PGC 522 'VILL CREEK' PHASE 2 - SECTON 6 DATE: "OPEN SPACE" June 21, 2021 ©Anhold Associates 2021 Sheet 8 of 42 \ \ - - _ _ -- �\ \Y. - \\ I II \\ \\\ \\ , , 1 ', " I--------------� I"1I I I I " /- /" I , " /I-/ /1,/-`I ---l/I /-lI ,/1--"IX-'I //- I-- /II - I /I-/ I/ " -I II I-"'1 -I//_/," /,- "�-/-" ,-I�," /"1 " /- I,- ,--"" \, I \, \111,I1l1l,",�,I I\,I llI 1\%,,1, N,lI 1, I,l1, "I IN, %N11, 1, ," 1\,\,, lI',I71,,`l I1,II '1� "� -Il7II lI ",1 ,1l ]I I - ]I 1 , I"1I '1�lI�",\ '"1I _ 1 `\ '`, KEY ----- - "'` STEEP SLOPES -PRESERVED ` `' ----- - - _ -- 1 \ \ \\\\ tYt\-rlr\ \ \ -- --- --- II 1 \, \ \ _-__ STEEP SLOPES MANAGED , ' , _ _ 1 ' ----------- - '1 \ I I I 1 I I, , ------------- ' : � 1 , \ \\ \\ - , \ ,t I , I \ \ \` 550- I I { P JE T LIMITS \\ _ TT -'� -4- �� `- - ALBEMARLE COUNTY \\ I ( I \ _ _-`61 CLIENT I ! _ % - 401 MCINTIRE ROAD I_ - - \ _ \ i - ��' _ i ' \ _ - - _ / CHARLOTTESVILLE,VA22901 / _ +--- \ �\ _ ADDRESS \ ", "; ' _ \ ;' \ \ N / / �'� `'l \ \` `.\ ` ITS O R \ / / LIM F SITE DJSTURBANCE. SEE '_ V I SC U I T R U N , i DS ND C TE P / / LAN Cy9PE A I` IL SI � LANS \ \ / V - - - _,' .� _\ \\ �' - _ PHASE 1 \ / / / j /' / \ -,LIMITS dF EXISTINGWQODLAND EDGE - - \\ \ , -' / / i \\ TO REMAIN AFTER DEMOLITION. - --_ -- ' --_ -- - -,�, l-I "'I/-�" I -"I -, " I,/, I- "" ,"I - I " I"- I1 I , " �I -III'-�,/1III I "/ I ,I I ,/ � I /""�,I1/'-I�I, 1II,,I, ,"/,'-","I� " , I-, II �,",'I",/I,�" -,,-/I- ' ,-I '�I I�I1-,� ,,'�'I,, 1II, �,I-, ' " I -,II --1 II II, --1�I�,,"/ l,-"--,," /-" , 1--� II-- ' �I ,, " �� �,I1, ,"II 1I,,,,II / ,I"III 1-/// ,/"",�I 1"/ -,,1, '" II":,1 I "I:1"IIIl/", ,I"" ',/ "" ,,I \0IP,,-- *,", -, # / -,40-I P "-J\*- \'l", I1# '#,\ , I 1"", 41'%I*,, * ,I, -� IIlI , \ I I' f ---- % FINAL SITE PLAN I` -�1l-,-I, i lII ` ------ - o0 , //j/ s , r- / , , , , -- I `, `\ /r -- _ -- - ANHOLD ASSOCIATES -- - --- --- - /, I ',\ \\ \`\ 1,1/ - ----- - LANDSCAPE ARCHITECTURE+PLANNING --- I \\ `` `, � 8311 Rockfish Gap Turnpike - / ♦ \ / Greenwood, VA 22943 ,' GF2EYTO�IE AR€ADENOTES'LIMITSI1PF \ 54ro - EXISTING, OO ROP TO BECLEARED AND / ________ ' GRUBB6 OR RROPOSED OONSTRU' TION `\ `. - �' F �. ____ 434.882.3420 _ II1I \\ :,++ �`I \\\ / anholdla.com ----- ----- -- i ` , I I \ , , I \ F I \ '' i 59 ------- 0 \ , _ ' __ \ / i i 1 ` ` `\ \\ ----- ------ ' ` `\\ I " PROJECT LIMITS ` , -- , '' _ I I \' 10 ------ \ \ ----- -_---- - -- ` ' ---- - \\ l` \\ N - - �- -- I --- - '' - ----------- DGE , \.-' --- --- - - i \\ ', � \I I Y y \ LIMITS OF EXFSTWG WOODLAND E ------- _ --- _ - FTER DE -- - - - - I -N -\ \-\- \/ ---I l- -------_----- ------------------- ----- ---""" , I , ," - I, 1'l\l1\Il,, \1, 1� \,1, 1,-11I-N--------,ll, I, -"--" - '- I-- --�"-- -,-IIv ,-'-- --I" - -,-- -f-I ---- --- - I ,\ --,--, I I1,", , l-1 Il1l, 1, �l 1, I-, l- - - - 11 ----------------------------,------------------------ --------- ---------------------- -------------- ----- ------------ ------ ----------- ---------------------------- ------------ --.N%------- -------- - - - - - o- - _ \ - - TQ REMAIN A iMOLITION , - - - ---- / _ ----- _ - . ' - - \\ , I I '' - , I _ / , /---- - \ ! ` - � ----- �`` - r ---- f-_----- -- _ - - -- -\ \ - - ---- \ \ \ `----- -- \\` - - -{ - - - -- ---\ - ---- f / - - - - ---- \ � _ - I - - - --- 0 -- - , I S?\ , , „ , , , ,� ' _ „ „ , ' % I "" - --- -_-__ APPROXIMATELIMITSOFEXISTING-W ODLAND - - � Ir , - - -I I -'-I--- ----l-l-,-1-� -I-ll-,- 1, 1-, l-, 1-, -l",, -� '-l-, l-1-'-1,'-,1� "-"-'II-�',--,'I- ----,---,-�----"--I-I 1-1 /- �'l "" "I, /"" I "/ II I I /I"I" "" ", I "" I,,'� /I l"",l/ "I ,,I"z/"I ,"I " , I, -I "" "-�-"I" "-""I '""", I"-I""-t,�',,�I-1I ,, , "I-"-" , I �"l,l " I I I1","--1---/---- --/--" , / I '�, , �,L 1 -- --- - - f - ---- _----- - %� I TO BE CLEARED AND GRUBBED FOR / \ - - / / /� \ -------__- - OCKPILING EXCESS SOR. GONJRACTOR TO ----- ---- � _--- % \ j Ij I VERIFY EQUIRE �_ --__ ,` `\ r �� `\ EXACT AREA R © - , \ -- - ------ J - --- -- - I ' I \ -_ '' ` ` r -- _ \` I _ ---- `\ , \\ ----- ----- I(a------- I\ 1, , , ,I I "\ , I \ I\ I I I I,I I'- ---------- ----------------- -- ----- --------I--%- ---, - I', - I 1�1,1�11��� �, ---I"--� -� I-P4�-"--1-1 �--1----�-----,----- -------------� -.� -,-��--------------- ------------ ------- -- ------ �-1--, -I- l-1t, 1I, � I , , , % , , _ , , I i _ \ _ , , ------- - ` ', � ----------1" " " , I " , / -I "-" -I I -I / I I " " " ,I " , "I / " " , I ' I 1, �"1/ ""z,",�," "/ "/ 1,I / I, / " I, I // " " I/ " // I /I "/ I / / " / I I /" I //I /""" /, I I/ I 1/1I III, " 1/1"I/I, I"I" 1'1 ", / I" /" I " I "" I // �I1 II J �', , 1� I "--"-I-1I---,-�-----I---- ---"-I-I -"- - I I- / III I1;I: � � , 1W ", / 11�i1" 1I �I " I II /" I"I 11, ")I..�.:: I : ;� I: I 11I :::��; I � / 1...'� I I I I/ III II�; iiIi �� � �I I� �I � .�� I � .I II I 1 _ _ _ _ _ , l`"�", " I /;� �111 1 11" 1,I "'IN" ,II /.� I I I / :iL:. iII I :� : 1I, 1II"N I I I ",II I I , I I,,,, / / I / // / / / /I II I : 1, Il, I :I 1, , 1, , 'l I # I -----/�-,0-0", - �7��-%-� - -- - , , , , / I , , . _ - �\ , - . '\ --- - / - - 0 - - . , $ / I i ` " i I - - \\ STEEP SLOPES -PRESERVED; TYPICAL., -.--' , --- ` --- , , // / SEESTEEP$WPESfE€ _____-- -'_ 1 Y -- II _ ___-- I , __ THIS AREA OF -EXISTING __ ____ _ i i - � I % 1 ` -- WOODLAND'SHALL NOT -- \\ -- ' 'I �\ / 1 1\ � � �� / /� BE -CLEARED,'' ----------- ------ - �[�LTFJ Oi / \ / \ / 550_ �/ O O6121/21 I , / / I \ 1 I ---------- / - _ ---- \ \ ___ ----EXISTING WOODLAND EDGE \ "I ; \ / / � i \ --- DAVID T. ANHOLD ` t /, - ----- - - ' - _ -=� ,� ` - - Lic. No. 00311 ti \ I i ---- � / \ \ - / / ' - y '`, I`` \ � ', \ -� -'-___ - •'' -'' -' i I � -�-----` � -- __ --- LIMITS OF EX STING WOODLAND EDGE 74 ' ," 1 /' i \ LI ; era_ ,� ' / / - --- � , � \ ` � \ TO soli R / \ _�� I M7TS OF IS WOODLAN ETATIO / IN,A \ � �` / f � - - REMA F M PE A - / \ \ O B C EARED AND G B D FO j i \ - - - - - \ ' /' �� ` PROPbSED C0 U TIO1 -'' i `i ,' // \ - \ f / ' �" _ + / CONTFdACTOF� SHALL,NOT DATvIPGE OR',, \\ _ N. •.\ \_ _--- -- ,--------_ /// /' ' /,, i ' 11 �, \ \ `\ \`\ , T + ` �'I ✓ //// L - lil \`\\ _ , \\\\ ---_ VERSELY AFFECT ANY UTILITY POLES WITHIN\ \ �I * \--N--�------, , - ---- ,-I "z-I--,-,-l---'V 6II.I � \_---*--�-------------------------,---#---*--- -- -(--,I1- \�-1� ll I--"�-#I, " - ,I , II 1� ,�"-,0� /11l'--I "--I.,I-1I",0- I"" "- /- ,'",/ I��/ "� I l" ,/ " " , "" ,I ," "�//lI/I�', I" I/ \ I / ,' E PRddECT /AREA. COORDINATEIALL / i / \ DEMOLITION ANO SITE WORK WITH UTILIT`i - /' / \\ DAVIDT.ANHOLD �' ' \ I\ ` _ '' �\ - �' i \'�__ VA LICENSED LANDSCAPE ARCHITECT -, �' - ► ER PI ` \ - LIC N000311 `�� _ / OWN L \ / �'- - ' = a5' \ ; / ,I I ',\ A � 1 ` T', - RONT YA ,q SETBACK SRO / - - _ REVISION: /' ORS LLI USE EXISTING GATE AND if ,I - - ----- -- CONTRACT HA _ - NO. DESCRIPTION DATE 1'I `\ '' \ 'II 1 ------------- ' - ------ I _� %� MOWED UTILITY POLE CORRIIDOR FOR INITIAL , ' ,, ) I 01 PRELIMNARYSITE PLAN 02.25.21 I I I SITE ACCESSIAND EQUIPME�JT MOBILIZATION. / I „\ � - / / SEE SWEET G110, E&5 PLANT FOR SITE ACCESS ' ,-,�,,1"- -���,1-�,1�,-I��-�'-'�' -L-" ',l,-- ,l--- "I"-,, -"-�"-, 'I-'j-- II",- ," ,II�-I �� -�,," -" ,,I ,�-,-�1,,-I/-,-�", I, - I, "" �-"- "-"=, , ,"-1`"",-,,-I-1I"I -/ ,,I - I -I1I- ' 1I- ,-'1 -,,1--",-�-', "I"� "-I /,I --I,"," II"- "- ,I, �-/II , 1/"-III 1I1 , I,\ 1 I�1I; II I 1I 1, I1, II/,/I," I /, I "/","//,I"/I, ,I,"I "I�I ,I ; I" I � I /I-� ,I �I ;/,: I I/ I I,/ I " // 1, I " ,/ I - /�" � \ `I- -\ -I"-�-'�II ,-I --I-II -�1,IIIi ;! , I I��I�I ! k!, 1III\,1-I-,:":; : I '�I I , I II:i; � �"�I I ; - I,. -, I I I II�,I( IIN, � I \ ", \ I II \ �11N � �� I � ! \LL \01I, \0�I I �II � : ;:� .I� I11I\,III\N I\N \ \, I %, � I I I �" � IN I I III \II \ IN,I \,\ "\\I II1,1I,1', I I,1,I1"1I\1�" I,,ni - I '' I I -'\--------------- / �-- CONSTRUCTION ENTRANCE. __ - ?` 02 FINA 06.21.21 i LSITEPLAN -i ' / / -_- - - % - - - _ - - \ I l is 03 WPO 06.21.21 .- � " -4 I"- I --/ 1- 1 tI 1 -I - 1 - " - , � I / IIV " AI ��" . I" '1 ' % "1 / - ( -1\ i1I , 11 1; - 1 -1 1 , '- I %�.I1 1I 1 \ " I I, � I - ; / , 1 I" " I " I I I/I CONTRACTOR SHALL NOT DAMAGE OR i I \\ / f ---F--yS - 75' I j I I ADVERSELY AFFECT ANY UTILITY POLES / % / \ \ 04 SUBDIVISION &ROAD PLAN 06.21.21 1 WITHIN THE'PROJEC_T AREA COORDINATE ALL F2323 TY LINE - / % % ` F DEMOLITION ANDS E WORK WJ -_--- I \ - - TB7.4 __----------" R r \ PR \ - - IT IH UTILITY OPE ' % ) N' OWNERS, TYPICAL. - ' - i AVON STREET I' "--------- --- - ; -_ - , .- '- EXISTIN BAN , • QODLAND GE ,, �. __ l9R , ��_ '\ ------------- ��-----'-� /9 /' \ i I - ! I I - tiN11T O 1 I '1 ' - --------- - r f, , ___, F DIST _ CE / II I I ---_-_ I % , , ' % /' I / i / / / . - ! \ LIMITS OFiE JSTI bl1 OODI/kNDJTO-BE__ I LEARED AND GRUBBE[],P6OPOSED _ IMITS OF SITE DISTURBANCE, TYPICAI 'I ` �` `,CONST TA 13 / I OEE LANDSCAPE ANFYUNIL SITEII PLANS. 1 - "i� , - - I - - ' % .\ ,` \ - _ \i1.i --- - ---- -/- - - I t y -T Z--j - L j i; , - ,, I '- " - - " - ,\ -- -- , - I ---- - � � - I -- I- I I- " - -- - - - - - - - II , ,' ,i / ,1 -- - - - ___ -----" _-- --"- - CONTRACTOR SHALL CLEAN EXIS� jc BRIS Z� I AND SEDI M ENT FROM EXIS I�I RM PIPE DEPRESSQN. SEE CIVIL SIT NS FOR PROPOSED,DRAINAG MPROVEMENTS. . --- ----- --- -------\- -- ------------- LL F ------ - - f< / NS 'I 4 i I OuserzGenm/lanhofd associates tlmpboxlanhold team fol0er\pmjects%iswit mn101_catl\02_Sheets\c100_exwn & demodwg I� •s-m••1��,�m�z-m--��-W�i•i•�•s�m�mem�imimema`�= om� i, _ al00.0�000'�iSmOrOm=m�00'yie���lei ����?G�`►•' �!iA, .,=�l?rSOiOsm. _ � -- -- I/ STEEP SLOPES - MANAGED, TYPICAhI / / I SEE STEEP SLOPES KEY. ROUTE 2 0 t ' __ - \\---------- - _. - ----------------------------- -- h- -- ----- ,-�---------------------------------- %C ---� I/ `,I \ \ " , � � SEE CIVIL SITE PLANS FOR ALL DEMOLITION AND ALTERATION WORK ' , ASSOCI TED WITH EXISTING RTE. 20 `.\ II \I - ---------- - _ - - -----------530------- -- I/ - , -- _ TRACTOR SHALL CLEAN EXJSTING ______ - `, DEBRIS -AND SEDIMENTFROM EXISTING \-\ -' /'--__--__- `,\ �'. \ --/ / ,' l\ ( ) ENDWALL DEPRESSON. SEE CIVIL SITE - - i ^` i \ PLANS FOR PROPOSED DRAINAGE -------- -_- --- '/','\'1 IMPROVEMENTS. / I i \ ` --- -- LIMITS OF PROJECT - - - - --- ! / j {` 1` \ ,� \ ____- --- \ - I - --- -- --------- _ LIMIT_ p ------- -' \ STi�EET+ �- �STURg _ �E� STOP II "MSp --- - / -------- " II, I 1, SHEET NAME: / I I SCALE: 1 = 30 II ` EXISTIN --- - -- ------- ------ - ---------- -- ---- - - ----� ----� \ v v -------------- - -- -- ---- I --------------------------- - ------------------------------- --------------- _ ------ �� SITE DEMOPLAN NORTH - - - - ----------------------------------- ------------------------------- ------------------------------- ---------------------------------------------- - - -- --- SHEET NUMBER: - -------------------------- ----------------- ---------------------------- ------------------------------------- ------------------------- r _ --- - _ ----------- ----- ---- ------------------- ----- --- ---- ---------- --------------------------------- - --- ----------- ------ - - - - - --------------------------------- -- - ------ --------------- -------- ----- -- ------------------------------------------- Sao-----_-_-_-��-----` - - --J-------- DATE June 21, 2021 ©Anhold Associates 2021 Sheet 9 of 42 - - -- ,' IN \\ ______________ Soo`- i _ -- --- / _. - IN �FR _ ,` _ T YARD SET BACK— - 75 -IN IN ` PROJECT LIMITS \`\\ N, `\ -- \ \ ---------- ---7 , �y \ EDGE OF. WOODLAND TO THE SURVEY WAS NOT ABLE TO LOCATE-'fHE ? _ 1 ---------------------------------- ------------------------------- ,-- ---------------- PROJECT LIMITS---'- K L� 7 20 ------------------ -. . _. SEE CIVIL SITE 1 FOR ALL DEMOLITION 1 SOCIATED ITH -- __ _ WORK AS W -1 T. RTE. 20------- X- - LIMITS OF EXISTING TQBE PR _= CLEARED AND GRUBBED FOR PROP- `\� '--_-------_ -_�- CONSTRUCTION . Q9 `�"----- _ -'---- - - - - -- -- ----- ----- -----__________ - -- --- _ -- = ------ -- - - '�. _----'- LIMITS — \ , CLEAREE --------------- ---------- LIMITS OF PROJEC ----- X EXISTING CONDITIONS & DEMOLITION PLAN SOUTH 0 15 30 60 KEY STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED ------- ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS - BISCUIT RUN PHASE 1 FINAL SITE PLAN IRS R6UTE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com tp 00!%�LTH OFsizvzl 71 DAVID T. ANHOLD a e Lic. No. 00311 1 w DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PRELIMNARYSITE PLAN 02.25.21 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1" = 30' SHEET NAME: EXISTING CONDITIONS & SITE DEMO PLAN SOUTH SHEET NUMBER: C-101 June 21, 2021 OusersGenm/lanhold associates tlmplamAanhold team fol0edpmjects%iswit mn101_catlt02_sheetsXcl01_exwn & demo.dwg ©Anhold Associates 2021 Sheet 10 of 42 LEGEND SEE DTLS, SHTS C-120 & C-121 CC CONSTRUCTION C ENTRANCE C p ROCK CHECK DAM O SF SILT FENCE I P STORM DRAIN INLET PROTECTION OTO TOPSOILING PS PERMANENT SEEDING O SC STORMWATER CONVEYANCE CHANNEL CR0 CONSTRUCTION ROAD STABILIZATION OP OUTLET PROTECTION OST SEDIMENT TRAP \I----------- ---- (04 DIVERSION -------------------------- / O, �- --/ -------------------------------------- ---- �",I'l ", z.", � I, "'I'l", 'I', --- _,\f , , O ---- / LIMITS OF EXISTING "OLD FIELD" THICKET -TO / REMAIN. THICKET VEGETATION CONSISTS' ,, MOSTLY OF SMALL PIONEER SPECIES PINES, ,' VIRGINIA RED CEDARS SMALLHARDWOODS ' AND INVASIVE SHRUBS. TREt PROTECTION -------------------- MEASURES ARE NOTREQU10ED. ,-'' / ------ / i I " I I // 11 I /I /11 / i - _ i i -' --- I ------ I - - - -- I 1 " " : CONVEYANCE CHI+ ''""" SHAL4 FUNCTION ASS PROTECTION FOI EXISTING "I ----50 I i -- ' TT _- , ; I/� II ,\ .\\\ l �/\\ / 1 \ / KEY O._ / / STEEP SLOPES -PRESERVED / / / STEEP SLOPES - MANAGED . // /- 1,1 �` ,'\,� `,'\ - �`.f / ' -__ - PROPOSED PAVING T P JE T LIMlT`- —� /, �` ALBEMARLE COUNTY �� " \ / —`/ CLIENT �— — �J\? / O -'401 MCINTIRE ROAD -- — — \ _ \ AVk©/ /� ., II / / / // X CHARLOTTESVILLE, VA22901 4b , sue: I � - , _�� \ F ` ! - - % , / ADDRESS \I�P "",I1lI I - '1I �,I "- ,- I, -,1N"1" ,I%-,- " , I , II ," "1 I li , "— I I ` 1,�1-,1-' ," - " /I , 1I,II,,,-" "��" 1-",� - I1, , �� I , ', / ,I,I,-;" - I"I"1, � /, - I I , "1 , �,/ -�II ,/, I-, ' , YI/ " " I" , III I1; I / I� : "�,I� 1" ,I/I '," " ,,/-,I" II1t II IJ,,' I,11IlII,I II I l -I�l,'\", �-II, 11"" , 1-/ l , lII ,-1 �\ \I /� , -' /�\/ lII"1 I1\\ , / -"", 1 / I"" 1 I1"/"" I ,\ //, I"-" I I-I-","" IX , -" -I , -" 1, � , - - - - - - - - -- "- - -- 1I"�I/� ","", - - -,-� � �" 1, , I -- I�, "" ,-'-", � I1"I- I,I 1, I, I ��-,I 1 , " ,, I "I I��- ," r u , _ _ - AO / / _ VIJ%0V11 11V11 , 61 � �'CN 65 S / v - T =4 MIN. C9,I ,, -,1 "1I, I -, � " i- , ' I'I -I I //�; % 0 12. �2 C 8 / // ,, _ EDGE OF.EXISTIJIG 12.5/0 \ \ \ Q10=T.fi1 CFS \�Q / `\ PHASE 1 i D NP'TO REMAIN. / ; `\ \\ WOO LA / / ; i 1 i / \ �C9�------------ - - P /', 1 ' E&SSG CC #1 -� "� — FINAL SITE PLAN , , , f , ; 5% I / / DD: / I _ - ---- � -r------- _ _ - -- I " "-,,, I \, I ", I," II '/ ",� I II, --I II -,,II�I �\ 1I-\�- , scc 1 % -_ / --- ANHOLD ASSOCIATES -- ' I \ %. - ,,,"/ / �1 ,'II " � , � "J I" '' - ' %! \ \ ___ I LANDSCAPE ARCHITECTURE+PLANNING / I I ` \ O`•,, QV ----- 8311 Rockfish Gap Turnpike , / I / ; \ ♦ Greenwood, VA 22943 ,''' S SC -SCC #2 DRAINAGE ---------- -' p ARE/= 2.31 AC - - `11 �� i ` S' c+C TO P S CN= .5 , ., f 434.882.3420 O I \ / + S S> x 'I TC 47.0 MIN, ,\ anholdla.com a E&sc sct #1 > > SCC I, - ____ nI ,/' ,, 00, Q10 2 r / /'' - , i , , /'�� \\ - , , , ( 1 'f ---- , I I \\------------------- -590 I ----- X', 1 'I -_ ' i ,/ ,-''"✓ I i ; LIMI OF GRADING, T1�PICAL \ %/ // ------------------------- -_--__-- I \ /�#E&SC - SCC #2 / - �a \ ` 11.1 ` F ,' 5% .\ I . PROJECT LIMI S I\ Q� ` LIM 'S F DISTURBANCE, ; If # / SCiC � ', 2 TYPICAL ` 4 STORMWATERCU LVERT _____ _ /, i I I / I I SEE CIVIL PLANS FOR DESIGh� - / ---- i 1, \ �// �/' `. C I P . _ I X-------- ---- DV ___-_;?/ "` -- - _I _ I T'O I T� ', +561.00 ; Cl/1 I � (,- \ - ` ' ---- -- ` ` �� �, -- - I \ M — — — -1 i/ -- -- \ ; DlfulE T ��j _ x/ EDGE OF EXISTiNCz_ 'lIMUM LIMIT' OF SE N - - --- �`r/( WOODLAND TO REMAIN_ '" I' - _ _ SIN ©RAINAGE AREA 1 — — — — I / �- O-- \ \-\_- -- \ ,- \ \ I ; ; C----------- --- ��, - ------------- / \ / ', \/ , � ; P,S s S��-__ -------- ` --- __ I I / -1 r _ t �[ pv \ I I I -- MI IN "-- / - �/ -- LI G G "" {�_ 4 �$ OF l2AD I ! 'tN/e II II I", 11 ,/ . %I, 1I�. �, .1,- �,�-�� �II 1-\, ,\ �- -I ,A, \I t1.I , I *.- I N# . -I1 ,, 1N , I1I , I \ 1N, 1 ,. I .,I 1 \. ,N ,I. \ II _ ----- -- -- LIMI I - --- _ _ y�► r I' I I 7� OF GRAD N N AL __ \ ---- - - - -- \ - , _ , "__- \ 1 \ � f / -_ ________- __ --_ __-��IMITS CIF DISTURBPcNGE, ---__ "-___ -- ',/'' " ' I ' \ I i I ` / . / __' �1-------------- - $%-_- S _ TYPICAL LIMITS OF SITE \ ; j `` -- MITS OZ SEDIMENT I� I �` - - - \ \!�L " TRAP DRAINAGI -A-RE-A--------- / �s I -_ DISTURBANCE I I I / / ---- / MAXI D` II / fff V O 1 �I \ [� I / , I f \ I it - EXCESS SOFLSTO KPILE AREA. _ E ` - \ /�T1 SOS -"" - �, - - CONTRACTOR TO` RIFY_EXACT AREA \-------- I I Q rn - - --- -- REQUIREMENTS. ------ ��E_ r , SEDIMENT TRA INAGE R / °' �I - m GRADING, `\ \ --- - \\\ �+ \/QO� -MAX. DRAIN EA='I. 7 E •` ----- -- -_- THIS AREA SHALL BE-CL EDFOR----- ---- - - - --- _ =`C� / AGE Al2 3 ACR S / - - / , " I , " , I , , " 1 , I \ ,,\ I " D V O\ O` / X\ a -- CONTRACE ORS OI CONFIRMIL AREAIMITS. `� ,tSCE ;' J 1 I '- i, s -- 1�/ / I ---- ' - I DV / \ 1Ts I I I I / - o -LIMITS OF Sy�E' . - ', , 1 --- "-------------------- I , � --- I I I I " , � :: A �: . I �:�, � / I I �III:I.: � / ;� �_- D -- --� _ i I I - _ \ - - DISTURBA �E - --- -----�,,�', � -I , I ,- I "I, "II"I , I " I ," I , I I , I, ",, I/ ,/ I I/ ' /II" '�II, " I I" , , I I/ I" / /I I/ / I /I I/ " / /I , /, " I I " I I I"I I, " I I I I I " I I " I I"I , ,,-,-,,-,-,"--/�-1-1 ,�I'-,-',,�- l��,---, -1---, -� - - - -- - "- - , � - ,- , - "- I - I I- I- - - I-1 1 1 1 - " II", I I � I I , 1 ; , I " II " -- i - �: - ------ - , I --- \ !' B------------------ -- +542.00 � �\ �, ', �1,I ", " " 'I, I " " " ," IIII "IlI I I " I I "" I I I"II/I I I/ // �, I , '1�\ \ - , II j % i286iS �` \ �F - f - - - Ii (I ,II# - - - ---I- ---- ------ -- ---I - \ - - - - - " "' T - , / - _ DD �� ' /- - - - - --------- S2p�� �� I A ^ - SEDIMENT B/KSIN DRAINAGE AREA �� / \ S MI S OF SIT , -" ; II / EAR =3.80 S / I� " I `\ r ; i--------- III -- ,-- ' O -- 'MAX. DRQINAG CRE DISTURBANCE / / i nn ,IT OF WET _ .\ -- )I �6 ' i _ v ' ----- - I I I GE = 531.75' .' - ----- , , CC '-N i PS \\ --____ SEE DETAIL''/ /,, �i �, LIMITS OF EXISTING "OLD FIELD" THICKET-T{7 \` --------------------- REMAIN. THICKET�(EGETATION-CONSISTS O / / ,, ""1 / ; \ \ \ SF �I / /' S � _,__, � ________- `�\ `, ��, N]O$-TtYDF SMALL PIONEER SPECIES PINES, -'"'I II [�LTH � N II ,-'" SILT FENCE SHALL , I I \ I 32 \ - $$C_ RGINIA RED CEDARS SMALL HARDWOODS, 06/21/21 \ / / I I I --____ / �_ --- --- AND INVASIVE SHRUBS. TREE PROTECTION \ j .I FUNCTION AS TREE I _ _ \ __ r I \, - i /____ "�MEASURES ARE NOT REQUIRED. PROTECTION FOR THE ', B TTO - - _ 1 I' / , /\ EXISTINGA ' END" A L I / , ' 526 .� \ D VID T. ANHO D a / - ` 50' _ N O' ��a \ _ U / / ' - - _ \\ I - I - -- \ Lic. No. 00311 1~ / %/ �\ , \ ) ;` -- - ---- y�� I / r•c _ O � I ,'z i \ \ I Y�- i ' / f �r� �. 3� r OP OF EMBANKMENT = 83P 75' �� l l �S`` \ l \ - sCAPE k / \ 3 _ �i I .- 5 2 , /- ------ W DTH = 5 SEE DET/jFC -,, ' ' 21" D1A. RISER TH R II TO /'i/ /� \\ ANTIVORTEX,DEVI'E \ of \ _ ,x i �� 528 ( CECULVERT#,DRAINAGEAREA � - _____ f / �� , STONE "UTLD�. WIDTV I = 8.5 --_-- ' f \ / A N T :z/� —`�[ V --------------' ✓ / \�<'` r SEED TAIL �`' AREA=5�7 AC t ; ' \ TI OF BASIy- I / 51 a N II 1 / / ,' -�/ -- - - 1 y CN=60 \ �I , ` [I I EMBAN MENT=520.d0' // D Ul �`/ �; � �f TC-50.5MIN. `. ,' ` DAVIDT.ANHOLD ,�J1� ` /- , //'' 1 %tA/ID PHA E-1•TEMP RA R AD R / VE Q10=5.25,CFS \ I ' i VA LICENSED LANDSCAPE ARCHITECT '\ ry - ,/ 7T E S Q ftYACGESS O Q 't ` - \ , LIC N000311 ,o --- i1 III ' I0 ,''/ 108 LF -15" HD'E; I II M m ,'' /OCPIP UTFALE; -,' , .-' I �I I --------1 1 m ,-' / EDGE OF EXISTING', I I I 1 J WOODLANDTOKMAIN.'' ----- b I I I " 1 1�1,, I II INI I 1 I I \ \ "II :L%N% N,1 I1I I\ 1 I \ I � I 1 \, \\, I\1 I I II \ II ' I \1 II4 NN1 1, , \ " � ,I " - - - / , 5,/'I -I -I�� N-( -r \ I , I, I \, � , 1 1 , , / 1I 1 Ii 1� 1 " I I I , - , -- -- - - - - - , - - - " - - -- - - " - - - , , � - - '- - - - - ! R - ' �II I-- - , , "I I l - s s _ I \ "_�_ / ,TOPSOIL AND,INSTALL 6" QE VDOT NO. i 000RS \ o � _ y / REMOVE STONE &RESTORE SITE TO ORIGINAL CONDITIONS 75 i _ m C p \ f AGGREGATE FOR INITIAL''SITE ACCESS & MOB TION. SE-Fo =�� SR ' -", `"-I- , l ,-" --"I I -,I II�" , � I II I( \-I It I�t, -j ' FROI — I — / O _ _ REVISION: T-I-, 1, I Ii-] 1-�,-- - "1"I ` - - g I N FI WATER = 519.00' �_ I ONCE THE PHASE ICE) IS APPROVED FO�JSE. �;— N / --- SEE E - I, � Ik �k \ II N 11% I III� I . , I I � � �- \- , 0 - - ll -. -- -- g -/ � - --- - - - - - - - -- -- -- - - - - S F —U 1 FFD ITH E o 1 \ \ ,' ) E 6 /o - LIMITS OF GRADING, TYPICAL O C ---_ ` NO. DESCRIPTION DATE �► ` - _ / ,' NV. IN 5 .50', W , S I ,, � J it / ' '� _ . = 0' �o� - --- - _ 1 {DNS @' -8 i , ,' /'" (� INSTALLEC-3 0UT1 ET PROTECTlO - - Z` , INV-OUT 514 5 � ' T - - —_, H A E E ENT - LIMITS OF DISTURBANCE, ___ -_____ - - TI�,,,''��,, TT,,� AR Q10 CA AC�I - 11\83 CFS I P ``--------- =_- DE�A�i'J WFD , -F:Y S = 75' F i p RE AI i \ - - " ; II I I , OF iI �VERFUOWSWEI! `\ I �IGiL F232 I �1 C� C PICAL / '� ��� - 'J�-' — - 3 \.l SCC WITH EC 3, 519w ---- 0.00' - i v� - - ' I � �\ �I / M � S CI� II � ,,<, WIDTH=6' - - _ ", RQP€ ----------- j 1 _ - T>rtINE j� - , I - ._ — i' , , O II `\/ I ' ,� P ' PS_ TA493 / / / 51 -PHASE -1 CONSTBUCTION ENTRANCE F F 530 ---- i ' I 4!' \ f. ( - �� % INITIAiSfTEACCESSAND�ONTRACTOR- - y ; I I I - '- ( D D 0 l� -- l \ MOBILIZATION. RIMOVE & RESTORE THE SITE ` '" - (' ) - -+ � i ,\ I %/0/ /--- -- Ti-- ""--- , � - 6 \\`\ TOIORIGINAL CONDITIONS ONCE THE PHA E- � _-_- --- -I- I - - -_ - 1 \ EC-1 AT SPILLWAY:, 'l 1- TA 13 � -- ------ -- , ---"" ..' - " � ) /� j ` ` 9 7s CE yS APPROVED FO 3 WIbTH4, LENGTH=25' ' / - I - ' -- _ S - --- ,, AO I � � LISH VEGETATION AND.'�� DOM2 j _- - _ _ CAVA SEDIM r - CE CULVERT #2 DRAINAGE AREA ; /i ,, O - - - LVE ALL ECI_______ _- CIP AREA=-2.31AC / ;''I �- ` R OP LINE - - - L{T PR&T-EGTIoN-PER"VDOT _------------ -- - i' ", (` \ I z ', ,-'' T LIM1�7=STUI�g Q10-2 71 CFS � ' ST�EE I \. - - __--- -- ANC — — I S \ MSP _--- - __ / CE CULVERTL �� _ I' -------- --- _ ,-'' - 40 LF - 15" HDPE WITH END�S_E 0145 �3 `,7.ti°(p` �Y°P% - - i N\ ---- -- - - i - """ /------------ I '�'' _ 1 i' PHASE -2 CONSTRUCTION ENTRANCE NV. OUT = 5,16.00' I I F- ` - - �- OQ�G SHALL BE INSTALLE AFTER PARK SCC I I INSTALL EC'-3 OUTLET PROTECTION. N 6E SCC; R O U T E 2 O ENTRANCE AND ACCSS ROAD GRADING l' WHILE��, TI5C2ACTOR SCALE „ _ /�' j i o E \ WORK HAVE BEEN COMPLETED. I I SHALL PROVIDE TRAFFIGG9NTROL / I I 1 - 30 - - - - AS REQUIRED BY /DOT. ' _- II HASE 1 -- --e v-------- ---- - -------- ----------------------- - ------------_____ - -- __- - - -- ---------- ---- _ - - - — --- - - \ -------------- ---------- --------------------- - - -- - - 1 ---------------------------- ------------------------------- - ------------------------------------------- - - - ------------- - ---- - - ------------------------------- \,-1I-,I1-I,I-1I,I-III-,II-II-I-I-II-, -_-_-_::- _-_-- ----------F-------------- --------- -------------------- ------------------------------- -------------------------------- ----- ---- - - ------------------------------------- - - ---- ---- - --- - I ------ - --------- - - - - - - -------- _ - ------ - - >� --�' ------ -- --- --- ---------------- - - - - - - - - -_ - -- ------ - -- - - - --- 111 ----------- --------- -110 - - - - - _ ------ - - 520 --------- --------- , �- 45 ------------ ----------- --------------------------------510--------__ ------ - - ------------------------------- IN DATE: June 22, 2021 c:WsersGenmy'l ltl associates tlmpbozlanhold team folderlpmjectsWiswit mn101_catl102_sheetslc110_e&s.d" ©Anhold Associates 2021 Sheet 11 of 42 i \ / i KEY I LEGEND ---------------- ----------- STEEP SLOPES - PRESERVED _ %SEE DTLS SHTS C-120 & C-121 ----- - _ STEEP SLOPES - MANAGED ------------------------------------ CE CONSTRUCTION ENTRANCE PROPOSED PAVING O ; � ,--"" ,/' i I ` ``� / I I C ------------- D \� ROCK CHECK DAM " -------------------- _ 0-'' � \ �' \I ••y \ ��` ��., / 55,^ P JE T LIMITS ' �� `� ALBEMARLE COUNTY CLIENT _6j0`` S F SILT FENCE 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS I P STORM DRAIN INLET PROTECTION ---------------- BISCUIT RUN TTOPSOILING o\ 5 O12 EDGE OF,EXISTING PHASE WOODLANP'TO REMAIN. I IA�L PERMANENT SEEDING ��� ---- FINAL SITE PLAN ,I f_ \ �. STORMWATER.,�---- ------- '- CONVEYANCE CHANNEL % y \ �•� � '� � � ���. `` _LIMITS OPFXISTING"'OLD FIELD TH KI=TTO I ANHOLD ASSOCIATES REMAIN. THICKET VEGETATION SISTS',. - ----__ __ CR CONSTRUCTION ROAD — \ \ \-______ LANDSCAPE ARCHITECTURE+PLANNING —O S MOSTLY OF SMALL'PIONEER�SPE I� PINES, / 8311 Rockfish Gap Turnpike STABILIZATION v !O \ ` \\ S \ \ ss'•, A . \ VIRGINIAREDCEDAR8,,SMALL RDWOQDS, \ _ AND INVASIVE SHRUBS. ------------------- OUTLET Greenwood, VA 22943 O P---------- ---- ' � PROTECTION _-"'� ,'' ,- ,''� 54� ' ^ S ` � � \ � �`------- // \\ \ �,. \ 434.882.3420 O f - \ anholdlaxom --- --- ST SEDIMENT TRAP ,'' ,%� ,'' ''' /' _-''� _ � \\ � �'� `\ - ------ - DIVERSION 48 / / \\ `\\ 578 wI . ---590 574 , - - �__ \ ----- _ _ PROJECT LIMt S Q \ IM / - l-------- n � � Sq I � `" I' o 01' ``� �� O�+ ' ` C9 568 h b -D Q 2 +561.00 EDGE OF EXISTING_ \ 0 WOODLAND TO REMAIN_ --- \` — I Sq 56 - - ---- - '' S C / Sao _ 6' _ ' --------------� _sss t— -� -- — �� --- _ -�-__ � _ ��_ --------------- MI GRADING / LIMIT'S OF l2AD \ ` S I --- -- T I _00 a \ I 564 �5621 \ "-" ,' '• '' OF SITE � rn \ '� ------ -`-- \� -" '1 I o �_ \ I Sq 50 1 _SA2\ I-� F I ' DISTURBANCE ', �, a 5 l f1 "sss-------------- LIMITS - - -_ _ I wI -- --�-----__-- EXCESS SOILSTO KPILEAREA.-'�---__ --- ----_-- �____ ' '__-- f`__ % 55 -------- \ ONTRACTORTO` -RIFY_EXACTAREA -------- R UI --- ' S54 / \.\ \� ---- '---- \ ---- I a � / 1`1 1 � C REMENTS. T CU _ --------- LIMITS ) 55r LIMITS OF EXISTING,'bLD FIELD,' THICItET TO" "_-- �-'� �"'--- __ �--'--_________________ _ \` / REMAIN. THICKET VEGETATION CONSISTS D� , .\ ,•''S5 / / / \ \-------------- -------- MOSTLY - MOSTLY OF'SMALL PIONEER SPECIE PINES, _ ��"--- VIRGINIA RED CEDARS, SMALL HARDWOODS, ;' j 55 54 \ py_------ AN[� INVASIVE SHRUBS.' / \ \ , � .� ,i `� � I _ `\ N --__ LIMITS OF______________________________ ____ _ _______ ____ i ' -------- S _-C-, - 4 '�46 \\ D , � / \+\ \ ""--_ GRADING ' J , '' /o LIMI OFS17€_ - \\� w / DI URBANCE / - ---- ------- ' \--------- ---- - t> - ; 44' it `-- - \ 60- i / \ \jK ------ �� 542S 61 __ , , , , , el 52p / / - / �' X --- / O I / �� '� SF ` LIMITS OF�ITE" -- )I -- S� - -------------- - -0IS TGRBANCE _ - , I , / I LIMITS OF EXISTING "OLD FIELD" THICK 06/21/21 ANHOLD 6 \ N --"�— — -- ----_ 0� REMAIN. THICKET VEGETATION -CONSISTS `\ \ 1 I I Sq ------ 36 - _ - MOSTLYflF SMALL PIONEER SPECIE PINES, VIRGINIA RED CEDARS, SMALL HARDWOODS, a AND INVASIVE SHRUBS. -- , — ---- � O - / •; ----------- ` Lic.No.00311 ti , -------------- mow` ---" / %' \ =� �� \ \ \ 532'' 1 �S `CAPE AR ----- DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO 00311 / EDGE OF EXISTING'', _� 4°I / J WOODLAND WKI MAIN.' I ! o> I i 1 \ ET6ACK -�� FRONT YARQ S RO \ _ _ - REVISION: I --------- \\ `\ /, ' `� NO. DESCRIPTION DATE S ' TEMORA ACCESS ROAD. R MOVE ' ,"yr —`l - --__ 01 PRELIMNARYSITE PLAN 02.25.21 TOPSOIL AND IN AL4 6" OF VDC?T NO. I COUR$E AGGREGATE F R INITI L SITE ACCESS & w �,, MOREMOVE STONE & RESTORE SITE % `---- - � EDGE OF,•EXISTINq T ORIGINAL NDITIONS ONCE THE PHASE-2 \\ / --___ a 03 WPO 06.21.21 ------ - - - - - - -- ryhryry0 )WOODLAND TO (CE) IS APPR V USE. \ �--------------- f', " ' ---- _== RE AI - - - / M HASH -1 CONSTRU TION ENTRAN E FO F2323 - \1NITIAL'SITEPCCESSANDCONTRACTO _TB7_a_____---- - ++, RSITE",,,- - - AVON STREET REM THE 1 / — -- ------ -P(-IASE-2 ------------- - S MOBILIZATI_-- ------ I _r N 51 (�E IS t4PPROVED FOR \_ 5 I TA493 _-_--------------------- 530----- \ - " � ---- --- t r _ ' 13 SF — , 1 \ 51 --- - _ DOM _ - -- —LIMIT_ ; " �� EET ` S + _ - ---- ---_" �3T g -------------- ------� UR ANC -- - _ -- ---- - — — -- - - - - - - - N --- � �E--- STOP \ ` I\I °MSP _ 8 - G SH A R II RQLJT-E 20 ENTRAN w — — T — l WORK HAVE BEEN COMPLETED. ` / I I 1 - 30 E\6 \ SHALL PROVIDE SCALE: „ — _ SHEET NAME: ----- --- - T. - N PARTIAL - -_ - -------------- - - - ---- - - - --- -- -- - - --� v-------- ----------- - - ------ ---- - _ - _ -- - - ` - -- - ----- NORTH ------ ---------------------------------- -------------------- ------------------------------ �f - - --------=_- -------------- ------ ----- - ------ --- ----- - - -------------------------- _ ------------------------- ---- ------------------------- ---------- - - - ----- -- --------- - -------------- ------ u'I � -------------------------------------- -- ----------------------- �---------------------_-�----------------------- ---------------------------------------------------------- ------- ---------------- -- SHEET NUMBER / ---- -- --- - I - _ --- ---- ------ - - --- - - - --- -- -- - - - ------ ---- 1 _ 5 __ _ _ N __ --- -- - - - - - ----------- ---------------- ---------------------- - - _-------------- - ---_ _ ---- 20 -r ------------------- ------------------------------------------------ -- - - --45 - 510------- - --- • � DATE: June 22, 2021 Ousersyenmylanhoid assodates dmpboAanhoid team folderWmjects%iswit mnW1_cadW2_sheets\c111_e8s.dv g ©Anhold Associates 2021 Sheet 12 of 42 �I ♦ _ _ -" ----------------- Ln LIMITS OF EXISTING "OLD FIEtD° THICKET TO REM%�IJV,------------- ----__________ S00_ � v D THICKET VEGETATION CONSISTS MOSTLY OF SMALL FRONT YARD D PIQNEER SPECIES PINES, VIRGINIA RED,CEDARS, `\\ R = 75' L> ---------------_- / SMALL FfARDWOOD AND INVASIVE SHRUBS. � --_-__ __- �-----`- SETBAC --- ROJJ=CT LIMITS G ' \ \\ --------------- CLEARINGANDSJTE T DISTUF21£ANCE I -------- ---- °_ \ --- ------------ _ --- wX-\\ --------------------- -O / _ -- - =_- --- __ EROSION & SEDIMENT CONTROL SOUTH LEGEND SEE DTLS, SHTS C-120 & C-121 CC CONSTRUCTION C ENTRANCE CD ROCK CHECK DAM SF SILT FENCE I P STORM DRAIN INLET PROTECTION TO TOPSOILING PSPERMANENT SEEDING SC STORMWATER CONVEYANCE CHANNEL (jR CONSTRUCTION ROAD STABILIZATION OP OUTLET PROTECTION STSEDIMENT TRAP D D DIVERSION __ _/ ----------------------------- ------------------------- I _ — PROJECT LIB ITS___' ------------- X 0 15 30 60 STEEP SLOPES - PRESERVED STEEP SLOPES - MANAGED PROPOSED PAVING -------- ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD -F:Y.S = 75' CHARLOTTESVILLE, VA 22901 ADDRESS . 5 BISCUIT RUN PHASE 1 _ ------ ------ r FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com tp 00!%�LTH OF 6/21 /21 71 DAVID T. ANHOLD a Lic. No. 00311 1 w DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PRELIMNARYSITE PLAN 02.25.21 03 WPO 06.21.21 SCALE: 1" = 30' SHEET NAME: E&S PLAN -PARTIAL SOUTH & NOTES SHEET NUMBER: C-112 June 21, 2021 ©Anhold Associates 2021 Sheet 13 of 42 Paved construction entrance for erosion control plans CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1992 3.05 SEDIMENT FIL TER BLOCK AND GRAVEL DROP INLET STONE 70' MIN. 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH CONSTRUCTION ACCESS 3" SM-2A ASPHALT TOP UPSLOPE ALONG THE LINE OF CONSTRUCTION OF A SILT FENCE STAKES. COURSE WIRE SCREEN CONCRETE BLOCK 2% EXISTING 6'MA% (WITH WIRE SUPPORT) PAVEMENT --� 2% ;>••.,,'.':,'..:' � �/ 1. SET POSTS AND EXCAVATE A 4"%4' 2. STAPLE WIRE FENCING TO THE POSTS. / I TRENCH UPSLOPE ALONG THE DINE �-- OF POSTS. 6" MIN, 21A AGGREGATE BASE / 1 PROFILE �`�QI IIII ALBEMARLE COUNTY CLIENT STONE 70' MIN. FLOW CONSTRUCTIONASPHALT /- III 401 MCINTIRE ROAD AVED ACCESS F-0 WASHRACK4.. CHARLOTTESVILLE,VA22901 ADDRESS EXISTING 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 2� 2% PAVEMENT I j27 t2' MIN.* TO STAKES AND EXTEND THE EXCAVATED SOIL. FLow u" u" BISCUIT RUN + I IT INTO THE TRENCH. Jill I F� IIIII � 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE GRAVEL* FILTER FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL PHASE 1 POSITIVE DRAINAGE WIRE SCREEN *MUST EXTEND FULL EGRESS A TO SEDIMENT / e / FILTERED WATER OF INGRESS AND EGRESS ` TRAPPING DEVICE _ - �j• _ - OPERATION / OVERFLOW PLAN .J II II RUNOFF i::::i:::: FI NAL SITE PLAN WATER WITH 12' MIN. POSITIVE DRAINAGL I FLOW / =r - IIIIIIII SEDIMENT TO - SEDIMENT _ i / ��� �- �,,. - A '. ANHOLD ASSOCIATES 2% TRAPPING DEVICEIIII _� IIII •�-- ..•: .-. - . - �`_ c; LANDSCAPE ARCHITECTURE+PLANNING i FL R' - IIIII - " - DROP INLET SHEET FLOW INSTALLATION FILTER CLOTH (PERSPECTIVE VIEW) - q pq: WITH GRATE 8311 Rockfish Gap Turnpike IIII"" sEOIMENT Greenwood, VA 22943 IIII SECTION A -A I I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 434.HH2.3420 I I SPECIFIC APPLICATION A tnntitnum water tap of 1 inch tuust be installed with a ntntitnu n 1 hich ballcocic A A \ FILTER FABRIC I B I ""' �\ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE anholdla.com sllutoffvahe supplying a sash hose with EGatueter of 1.5 filches for adequate �// � FLOW'I constant pressure. Wash water must be carried away from the entrance to an - - \\7!!� HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW - - - IIII WIRE 7 I approved settling area to reinove sedB11ent. All sed nient shall be prevented from CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING entering stonn drams, ditches or watercourses. /�j///\ - - j AROUND THE STRUCTURE. IIIIIIllf Source: Adapted from Installation of Straw and Fabric Filter PAVED WASH RACK Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-1 * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. NO SCALE POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION - C-12o SILT LT FENCE S F FRONT ELEVATION) NITS 3 4 ALB. CO. CONSTRUCTION ENTRANCE (ICE) 2 SILT FENCE WITH WII SUPPORT DROP INLET SEDIMENT FILTER (IP) NITS C-120 NTS C-120 NITS CURB INLET SILT FENCE CULVERT INLET TEMPORARY SEDIMENT TRAP PROTECTION 4' -� O EIDWALL 8 in \ ORIGINAL 1 5' J EMBANKMENT GROUND I� `I TOP= 532.75' . -Flow ELEV. TOP OF DRY = 531.75' 1.0• ------------- ------------------------- - --- - - - AC TOE OF FILL 92 CY DRY STORAGE - 5 - CULVERT .III I'1'011111W11111lieEmilIIIIEmil N � I 4 N TOP OF WET = 530.00' 4. 5' min. -� 1,37 AC X 67 CY/AC = 92 CY WET STORAGE (EXCAVATED) 4' M4X. I WIRE SCREEN CONCRETE BLOCK i i BOTTOM = 526.50' GROUND ' I FILTER CLOTH ORIGINAL -� GRAVEL FILTER-� ' ' •• -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP -� TEMPORARY DIVERSION DIKE DD TOE OF FILLCROSS SECTION OF OUTLET e C-120 NTS RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT - SILT FENCE CLASS Z RIPRAP „i...�„ DISTANCE IS fi' MINIMUM IF FLOW LENGTH (IN FEET) =8.50' =.1 IS TOWARD EMBANKMENT 8 X DRAINAGE AREA FLOW DIVERSION TRAP DESIGN ELEMENT ELEVATON �. DIKE • D O O E411111 I �. _ * * TOP 532.75`- _ > TOP OF OUTLET 531.75 SEDIMENT - I- I IIII OPTIONAL STONE COMBINATION TOP OF DRY 531.75�3 WIRE SCREEN BASIN BOTTOM 530.00 TOPOFWET O0 2" X 4" WOOD STUD o 1'O' t.5' EMBANKMENT WIDTH = 5' CURB INLET OUT EIT KMENT WIDTH= 8.50'S ! COARSE AGGREGATE ` 1 /// //�/ SPECIAL APPLICATION / FLOW ti' TRAP CAPACITY ELEVATON AREA SF DEPTH CY 2 5' EXCAVATED // FILTER CLOTH THIS METHOD OF INLET PROTECTION IS APPLICABLE AT TOP OF DRY STORAGE 531.75 1745 1.75 96.14 AREA CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TOPOFWET 530 904 2 60.27 tiPLTH OF TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 528 644 1.5 32.20 **COARSE AGGREGATE SHALL BE VDOT 13, $357 OR /5 O O6/21/21 VDOT /3, /357 OR /S COARSE AGGREGATE CLASS I PIPRAP TOTAL CAPACITY PROVIDED 188.60 f TO REPLACE SILT FENCE IN • HORSESHOE - WHEN OUTLET (PERSPECTIVE VIEW) v DAVIDTa * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE HIGH VELOCITY OF FLOW IS EXPECTED . TOTAL CAPACITY REQUIRED: (1.37 AC X 134 CY/AC) 183.58 e Lic. No. 00311 G CURB INLET SEDIMENT FILTER (IP) r6 CULVERT INLDET PROTECTION CIP 8 TEMPORY SEDIMENT TRAP CALCS. ST 9 TEMPORARY SEDIMENT TRAP (ST) NITS C-120 NITS C-120 NTS C-120 NITS APE AR DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCH ITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE EC-3 01 PRELIMNARYSITE PLAN 02.25.21 TYPICAL INSTALLATION AT END OF PIPE STAKING DETAIL SOIL STABILIZATION MAT MAY BE MINIMUM THICKNESS "T" USED IN CONJUNCTION WITH STANDARD EC-1 03 WPO 06.21.21 EC-1 EROSION CONTROL STONE AT OUTLET DETAJL 1 DETAIL 2 MINIMUM -\ - END OF PPE. I I I I I B * RIP RAP CLASS „T„ ES SCC DRAINAGE Q10 SWALE WIDTH DEPTH Q10 CAPACITY Q10 VELOC. MAT MAT \�R, B W SWALE NO. AREA AG CPS TYPE FT. FT. CPS MAX FPS WIDTH FT. TYPE h� / k f� DETAIL 3 CLASS Al 20" l \ I I I * CLASS I 26" 1 1.28 1.61 PARABOLIC 9 1.5 29.32 2.10 4 EC-3, TYPE 2 ti \ - 7 jEMNAPOLLS STNCES OR PINS A A A o p �' S' O.C. I + I m A CLASS II 38" 1 n 2 2.31 2.75 PARABOLIC 9 1.5 31.07 2.51 4 EC-3, TYPE2 \� �/ I y I: R i A w CLASS ZII 53" 3 J ENTRENCH EDGES N OF MATERIALS 6". GEOTEXTILE B B m FABRIC L L ffWW I TYPE I CHECK SLOT 25' D.C. B RIPRAP DITCH PROTECTION I =. fIll *TRANSVERSE I CLOSED CHECK SLOT /I (� cAB ' +Q TEXTLE TO B" F3,� OVERLAP FABRICRIC m GEOTEXTILE IY FABRIC SWALE `° FABRIC GEOTExnLE SECTION A -A w # A RIP RAP BEDDING MATERIAL B. To a SECTION A A SECTION A -A 1, ...9' 40 WIDTH 40 GEOTEXTLE FABRIC TO BE PROVIDED UNDER ALL 1.(1R;' MAT TRANSVERSE CHECK SLOT TO BERIPR MIN. 3S CLASS 1 UNLESS OTHERWISE NOtED ON THE CONSTRUCTED IN ACCORDANCE WITH 'RIPRAP INSTALLATIONS CLASS Al CLASS CLASS N WIDTH THE MANUFACTURER'S RECOMMENDATION , WS MIN, PLANS OR DIRECTED BY THE ENGINEER. FOR PREFERRED INSTALLATION. o if * TRANSVERSE \� w b NOTES RIPRAP �AGGREGGATE BEDDING OPEN CHECK SLOT Q 1. FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO GOVERN THE PROTECTION ONYGEOTECHN CALL RIED ON THE ECOMMENDAT OLNAS. BASED L, III=11I- yy 3:1 DEPTH 3:1 ry -III III„II V DITCH OUTSIDE THE CHARNEL WIDTH (W). 2. ON ANY INSTALLATION REOUIRNG CULVERT OUTLET PROTECTION WHERE NO ENDWALL T H SEE TYPICAL SECTION SHOWN ON PLANS FOIL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE SIDE SLOPE BOTTOM WIDTH AND DEPTH OF ,q WIN. CHANNEL kb RIPRAP THICKNESS. SCALE: III -III I I1 11 I1 1I I1=1I I- ENTRENCH EDGES OF MAT 6" s'-D^ NOTES* WITH DETAIL 2 SHOWN ABOVE. xx AS SHOWN -171 =1 11111111111111111111111111111111= III III_ 11 3. GEOTEXTILE FABRIC TO BE INSTATED UNDER CLASS Ai 1. AND I MATERIALS N VDOT EC-3 TYPE 2 SOIL 1-2 1. STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM ACCORDANCE WITH THE SPECIFICATIONS. 1 GEOTE%TILE FABRIC STABILIZATION MATTING OF 12" IN LENGTH. IN SANDY SOTS METAL STAKES A MINIMUM OF IS" INLENGTH SHALL BE USED. GAEOOTNECXDLE 4. S • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. SHEET NAME: H • DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH 1 2. SOIL STABILIZATION MAT TYPE A AND B ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS LIST. CULVERT. .:.p; !� SECTION B-BE&S DETAILS NOTE: ` 3. SOIL STABIJZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND a USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE.BOTTOM WIDTH AND DEPTH '3�' THEN EMBEDDED 6". MATERIAL ON BOTH SIDES OF THE DITCH SHALL BE INSTALLED TO THE SAME MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. 1. SEE SCC SUMMARY CHART FOR CHANNEL WIDTH "•3i:<.; ;i. p `Eh::"" .� S.: ii,pN:.. ELEVATIONS. TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINMUM "T" "t'S>: )?.F '1n',1;?>y' t,m;: }6:(FOR DESIGN STORM) (INCHES) TYPE II AND DEPTH AND MAT TYPE AND WIDTH. s., ?i s...,.,?s £1 c'f;?,; 4. IF MORE TFIAN 3 LINES OF MATERIEL ME REQUIRED PARALLEL TO TFf OF TXE OITCN. NATEMAL SHALL 4t+.'?F' '•4:1:t•' �i": ;•T"" BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTNC AT THE LOWEST EELEVATDN BE PROTECTION IANUMUM LENGTH (u RIPRAP SLOPE PROTECTION 2. SEE PLANS FOR EXACT LOCATIONS AND GRADING. #jtyl OF THE DITCH. CLASS Al CLASS Al DRY RIPRAP B p* 16 TYPE A INSTALLATION 3H SHEET NUMBER: S. FOR SOURCES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D. EC-3, CLASS I CLASS I DRY RPRAP 14 fps 24 TYPE B INSTALLATION 5H UPSTREAM AND DOWNSTREAM TERMINAL TYPE A OR B. CLASS I CLASS DRY RPRM to fpe 36 C-120 STORMWATER CONVEYANCE CHANNEL (SCC) „ SOIL STABILIZATION MAT (EC-3) 12 OUTLET PROTECTION (OP) 13 RIP RAP DITCH AND SLOPE PROTECTION (RR) DATE: 1i2"= 1'-0" c-12o NITSc-1zo NTS c-1zo NITS June 21, 2021 s ompbox%anholo team foMer)PmjecIa%iswN wm01_CaM2_shee13OC120_e&s oetails.dWg ©Anhold Associates 2021 Sheet 14 of 42 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. M-4 TYPICAL DETAIL FOR ROCK CHECK DAM TYPE I SUGGESTED ROCK CHECK DAM SPACING L WM8E31 GROUND ME TWIN wH ---1e^ FouLAnoN *HEIGHT (m OF CREST 6 TO K E 6 OM ENOUGH OR AS A DESIGNATED RY DESIGNER. FRONT ELEVATION OW RIPRM ELASsx L - H/S WHERE: H - HEIGHT OF ON CREST IN FEET S - CHANNEL SLOPE IN FT/FT L CHECK ous SPMNC IN FEET: THE DISTANCE SUCH TOP OF SANK THAT POINTS A AND 8 ARE OF EOUN. EUVATIOI 18"457 STONE ®Y.1 RAW ® CHECK DM SPACING , L i0 BE CTHE EQUATION. RE IIEDA S CIN11 IN ST MOM THE CHECKK ONANSAILING IS NOT TO IE LESS rNAN zs•. FLOW LIM / SECTION A -A TYPICAL DETAIL FOR ROCK CHECK DAM TYPE II NOTES: WtA L ROCK CHECK Ns TRAT ME DESIGNATED ON THE FILMS 12"N57 STONE A DWD ME ®ham -FLOW i SEOIIE11i FOREMY • 12• FOULARON AS STORWWATER NAMO LENT (SWWI WEN ME TO RE LFIT IN PLACE AS A PERMANENT INSTILLATION. 2. WHERE DR.NKE AREAS EXCEED 1 ACRE OR DITCH GRADE ` I M4 - MOMENT 41 COARSE AGGREGATE p FOTEHAY y A E%CEEIR 3 A TEWPONMY SETANENT FCNEMY SW1L BE H ALLED WITH WIWN oI1E16KN5 OF 12" OEPTN 2' WIDTH ALL W LENGTM 03. F CHECK DNS 15 LOCATED NSDE CLEAR ZONE AND ADJACENT TD A TRAVELWAY. SIAPE FACING ON MINING WWRIC 6 TO WE BNAND LONMOI H 6 TO WE 12". •. ALTERNATIVE WATEAIMS ON VDOT'S WEL LIST MY HE SUESTRU ED AT NO ADDRIONM. COST TO THE DEPARTWENT. S. SEE STANDARD W-5 FOR DETAILS FOR ROCK CHECK DNS IN SECTION A -A FRONT ELEVATION ROADSIDE DITCHES 5. CHECK ON 1HAL NOT K USED FOR LOCATIONS N LNE STREAK. `�I�S ROCK CHECK DAMS TYPE I & II SPREFE ENNCE RDID ANOMOs ARGINIEm A OEPMTOF TRANSPORTATION 1Y1 303 s1EEr 1 OF 1 INYISKIN DsT 11S.OG CHECK DAM (CD NTS TITLE NTS FENCING AND ARMORING I I DRIP UNE SNOW FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING ow 00 TRIANGULAR BOARD FENCE TREE PROTECTION (TP NTS TITLE NTS TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHI, PLANT SPECIES 3/t 5/t 8/t5 2/l5 5/1 9/1 CHARACTERISTICS Acre 1000 R to to to to to to 4/30 8115 11/1 4130 911 Il/]5 OATS 3 bu. (up to 100 tbs., 2 tbs. X - - X - - Use spring varieties (e.g., Noble). (Avena saliva not less than 50 Ibs.) RYEa 2 bu. (up to 110 11 2.5 lbs. X - X X - X Use for late fall seedings, winter (Secale cereale not less d. 50 tbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. 1 lb. - X - - X - Warm -arson annual. Dies at first Styria dsliIati frost. May be added IS summer mixes. ANNUAL RYEGRASS' 60 lbs. VA lbs. X - X X - X May be added in mixes. Will Lolium multi-Flomml mow out of most stands. WEEPING 15 lbs. 5% on. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes Era rostis ourvula and said, infertile soils. May be III to mixes. KOREAN 25 lbs. approx. Ph X X - X X - Warm season Wnnuel legume. LESPEDEZA` Ibs. Tolerates acid soils. May be (Le212em tau -II added to mires. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. It Southern Piedmont and Coastal Plain. G May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May DI be planted between these dates. TEMPORARY SEEDING (TS NTS TITLE NTS ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS N BISCUIT RUN PHASE 1 FINAL SITE PLAN ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 v anholdla.com is PLTH OF O os/z1/z1 DAVID T. ANHOLD a le Lic. No. 00311 1- 17, wAPE Nlvsy DAV I D T. AN HOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE 01 PRELIMNARYSITE PLAN 02.25.21 03 WPO 06.21.21 SCALE: SHEET NAME: E&S DETAILS TITLE NTS c:Wsemyermylanhold associates dropboxlanhold team foldertpmlectstbiscuit mnW1_cadtO2_sheetstcl21_e8s details.dwg TITLE NTS TITLE NTS TITLE NTS ©Anhold Associates 2021 SHEET NUMBER: C-121 June 21, 2021 Sheet 15 of 42 PROJECT LIMITS 30 0 30 60 90 SCALE: 1" = 30' / PROPOSED LIMITS OF DISTURBANCE (TYP) / / / STANDARD CG-6 (TYP) / CONCRETE SIDEWALK VAULT TOILET Q SEE SHEET L-210 `j FOR DETAIL I / 30 _J / 16 \ / CONCRETE STAIRS ( I I / 21' RS' STANDARD CG-12 (TYP) / 39' / NEW PAINT STRIPING 2 00 BIOFILTER #1 PROPOSED STORMWATER MANAGEMENT EASEMENT 1 4 23' / / I BIOFILTER #2 R82'61 I I PROPOSED NEW PUBLIC RIGHT-OF-WAY I I _ to w U I l ` /��00- ZILU ~ --_� = I PROP(PSED 20' WIDE PUBLIC DRAINAGE EASEMENT w SIN — / STANDARD CG-7 (TYP) 6 61.61' �OM23— — TA 13 _ 3A I_ A02— — - 30' — ------ — _ — _ _ - � N ` VD /Rf- `r /RS 56 R25' 0 DISTANCE _ _ O ` \ 172' 5 179` - — — — F — EXISTING SIGN —�F I PROPOSED LIMITS OF DISTURBANCE EXISTING EDGE :REMAIN)) PAVEMENT (TO BROOK HILL" SIGHT DISTANCE TRIANGLE POINT OF REFERENCE N/jF GEBHARD, MARK J OR LYNNE E / el!EMf---GEaUARDD TMP: 90-18, ZONED: Rx—x�x_ RESIDENTIAL x�x� x� x� 20 � CONCRETE STAIRS STANDARD CG-12 (TYP) 3' WIDTH CONCRETE 13 / DRAINAGE FLUME PROPOSED 20' \VIDE PUBLIC / DRAINAGE EASEMENT VA RTE 20 "SCOTTSVILLE ROAD" VARIABLE WIDTH RIGHT OF WAY DB 288 PG 324 - HWPB I PG 43 DB 288 PG 331 - HWPB I PG 40 DB 288 PG 355 - HWPB I PG 45 DB 1077 PG 106 - HWPB XI PG 39 PROPOSED WALKING PATH (TYP) SEE SHEET L-100 FOR DETAILS \ PROPOSED WALKING PATH (TYP) SEE SHEET L-100 FOR DETAILS WHEELSTOP (TYP) CONCRETE STAIRS - I CONCRETE STAIRS ) CONCRETE SIDEWALK STANDARD CG-12 (TYP) PROPOSED LIMITS OF DISTURBANCE (TYP) FIRE HYDRANT SHALL BE INCLUDED WITH FUTURE PHASE OF PARK DEVELOPMENT 1 FRONT YA STANDARD CG-7 (TYP) -7s; 12' t 15' II LJ EXISTING EDGE OF INV. (506.72) PAVEMENT (TO REMAIN) EXISTING GUARDRAIL (TO REMAIN) "BISCUIT RUN" N/F COMMONWEALTH OF VIRGINIA DEPT OF CONSERVATION & RECREATION DB 3835 PG 706, 1194.783 ACRES TMP 90-6D, ZONED: RA FUTURE COUNTY PARK \ PROPOSED LIMITS OF DISTURBANCE (TYP) \ I SOIL STOCKPILE LOCATION \ NEW PAINT STRIPING ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN 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 �0A,,SS'I0 NAL \ REVISION: \ \ NO. DESCRIPTION DATE \ I 01 PRELIMINARY SITE PLAN 02.25.21 _ J 02 FINAL SITE PLAN 06.21.21 IRS FIBER 03 WPO 06.21.21 MARKER M 04 SUBDIVISION & ROAD PLAN 06.21.21 —IR _ / INV. (528.70) MSP C130.17') II w }. III uINV. (526.51) 2 � FIBER o MARKER ry Q EDGE OF P� O��e STREET INV. (525.61) NT IISTOP ��� MSP �P 650' SIGHT DISTANCE UI I II APPROX. LIMITS OF MILLING AND REPAVING EXISTING ROADWAY -r CHARLOTTESVILLE REALTY CORPORATION APPROX. LIMITS OF NEW TMP: 90-19, ZONED: RA ASPHALT ALONG ROUTE 20 VACANT RESIDENATIAL LAND SCALE: 1" = 30' SHEET NAME: CIVIL LAYOUTAND UTILITIES PLAN �9iI���►l�1u1.3�:� C-200 CHARLOTTESVILLE REALTY CORPORATION I TMP: 90-20, ZONED: RA DATE: VACANT RESIDENATIAL LAND June 21 2021 INV. (518.91) 0 Anhold Associates 2021 dmwingl.Qwg Sheet 24 of 42 I VA SEC, RTE 20 .-SCOTTSVILL I DB 288 P(, 324 - HWPB I Pr, DB 288 P E ROAD" G 355 - HWPg 1 P 43 Dg 288 P¢¢ 33 G 45 DB 1077 Prk ,., FRONT YARD SETBACK _ 75' PROPOSED BLOCK WALL LIMITS OF NEW ASPHALT ALONG ROUTE 20 APPROX. LIMITS OF MILLING AND REPAVING EXISTING ROADWAY 66' N O 2539' "BISCUIT RUN" N/F COMMONWEALTH OF VIRGINIA DEPT OF CONSERVATION & RECREATION DB 3835 PG 706, 1194.783 ACRES TMP 90-6D, ZONED: RA FUTURE COUNTY PARK CMF PROPOSED LIMITS OF DISTURBANCE PROPOSED BLOCK WALL STIR 8B PIPE EXTENSION $B 9.5' LENGTH YcsLE WIDTH -HW B1PG4) ° o - _ HWPg XI G P 3g — GA — — x� L0 $1 X-"max O R3976' I I,,I SCOTTSVILLERO 62' F _ _ _ _ / I IRS x A D IADH CMF \ �x �x � O X_X_ R977' x_x � "BROOK HILL" �x N/F CHRISTINA BEEGLE SATERNOS LIMP: 90-17B, ZONED: RA X�x_ RESIDENTIAL X�x x� 30 0 30 60 90 SCALE: 1" = 30' / PROJECT LIMITS / to J o w (j Zlw �w F N� Q w - - LVU) STIR 8A / PIPE EXTENSION / I 21" DIA. PIPE 24' LENGTH I SP71 (DOM) 8A L 75 AMP------ 690 SIGHT DISTANCE 179 — — � — _ � 200' 1 INV. (491.78) I ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN 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'G/ REVISION: NO. DESCRIPTION DATE 01 PRELIMINARY SITE PLAN 02.25.21 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1" = 30' SHEET NAME: CIVIL LAYOUTAND UTILITIES PLAN SHEET NUMBER: C-201 June 21, 2021 dmwingl.Qwg © Anhold Associates 2021 Sheet 25 of 42 \\ \ \\ ��---------- �\ // // // // // // \ 1 I I I I I \ \ \ \ \ \ \ \ \ \ \ \ - - - - _30 �\ 30 60 90 SCALE: 1 s 0 CONTOUR INTERVAL Pf.\OJEC�LIM ITS(TYR)\ 70 \BLANKETS AND MATTING EC-3 TYPE 2 / \ / / / \ \ / / / _� \ \ �\ \ \ \ \ SHALL BE INSTALLED ALONG DITCHLINE\ \ \ \ \ \ \ / I \ \ \ AS A PERMANENT EROSION CONTROL \ \ \ \ \ \ \ \ \ \ \ \ \ \ MEASURE. \(368' LENGTH x 8' WIDTH) Rim = 550.00 INV Out-546.00 \ / I I I \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ �- \ / / / I - f� - --4_\ \ \ \ \ \ \ \ \ \ \ \ \ \ '6 \ A. / \ A \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ SVGINIA DECOMOMEATHORFTQF\ _540 \ \ \ CONSERVVkTION & RL REATION DB�kA\RES .SP 90-6D,ZONED: RA FUT RECO \Y PARK/DI 19 (DI-1) O Rim = 547.00 - - - - - --_-_----- \\ \ \ \\\\ \ \ \\ _-/ // '/ '/ / // /' // INV Out =543.00 I I \ oo�l \ \ rn \ \ \ \ \\ \ \\ \\\\ \\ \\ \\ \ \ \\ \ \ ------ INV In=543.20 \ 578 ----------590-_ 572APPROXIMATE LIMITS OF DISTURBANCE (TYP) \ \ \ \ \ \ STIR 31 ES-1,36° - \\\\ /// ,/Rim =529.2 // /// \ 00 (� �I I \ 570 \\ STR29 \ \ / / / Inv In = 526.2 / / I I \ \ \ \ I \ \ A Rim = 570.25 / / Inlet Protection: ki I > DI 17 (18" x 18" Grate) \ \ \ h I 9 Inv In = 569.00 LJ \ \ .EC-1,CIassA1 �/ / Rim=543.00 I I a 29 00 I \ \� \\ 568 L = 6' / / INV Out = 539.60 In�rotection: I I \ Q \ \ \ \ I INV In=539.80 I \ \ 1 -- EC-1,6I ssAl _ __ \ L 6' ---- /� /' /' �/ /// /j Dllb(DI-3B,6') \ / / ' ' / / / 5 Top - 543.50 // / Rim = 543.00 INV Out =538.70 �\------- // // / / / \ \ INV In=538.90 INV In = 538.90 STIR 30 \ I I I \ I \ \ \ \ I �(STR"28 �� / \-- \\���\\\����\ \ -Inv Out =526.00 I \ I \\ a I \ �J �\ \ In�Q t=S�i600\ I 67- 1 -PE 56 - - \ \ / \ tlet Pr�t�ction: \ _ _ _ Inlet Protection: \ pp \ - - \ \ - - - - - - _ \S� \ / /' / / EC 1, Class /{l l I I y - - - - - / �2 \ \ \ EC-' Class Ah - - 0, \ \ \ \ \ 00 ti 1$__---- ///\S�tESIOCKPILELOCATION- _ / 532 / DI 15 \ \ \ 0 _ - - \ \ \ / \ \ \ BLANKETS AND MATTING EC-3 TYPE 2 \ \ \ \ //Top = 541.50 / I 1 \ \ \ / - / 5 / \ SHALL BE INSTALLED ALONG DITCHLINE - - - - - / Rim = 541.00 / I \ \ / I / / I / y / / / / , 548 \\ \ \ \ \ \AS A PERMANENT EROSION CONTROL- / - INV Out = 534.00 \ / \ /- / - - / - i NV In = 538.00 1 / I 1 5 _ \ Q / / - _ - - - / / / 154E \ \ \\ \ / \ / \ \ \ \ MEASURE. (172' LENGTH x 8' WIDTH) \ _ I ---------------- \ 542 / \ \ \ STR27 \ \ 560,\ _-------- \\ �J Outfall 14 (EW-1, 15') / a / \ \ / \ \ \ 121m = �0.50 \ / \ \ \\ \\ t--� \\ \InvJn=53$.50 \ _---------- Rim=526.00 INV Out \ --� / / / d' \ \ ------ ' / / ( / I I DI 18 (DI-3B, 8') / / / o \ \ \ \ \ \ INet Pr�tecti6n: Top =548.00 / / / \\ \ \� \\ \iC6 CIassAl \ ----- / ✓/ I s ps Rim=54.50 \ \ ---- INV Out = 542.00 1 / ,/ STIR v \\ L \ \ \ \ \ /BLANKETS AND MATTING SHALL BE 4 t �a - - _ _ /' / ES-1, 15" / / \ \ \ 4 \ \ \ \ \ \ I I I, \ 1 / / / 540- z \ \------------------�\ INSTALLED ALONG DITCHLINE AS A I 1 1 \ �1 q4 DI 13 (18" x 18" Grate)/ , Rim = 541.75 \ \ \ \ \ \ \ _ _ PERMANENT EROSION CONTROL �1 \ I P 3 Rim - 543.00 / Inv In = 540.50 / / \ \ - 8- zV ! \ \ \\ - - - - - - MEASURE. (142' LENGTH x 6WIDTH) \ \ \ _ Pipe 11 = 539.00 Inlet Protection: 546 - - __-- EC-1,Class Al /�/STR24 L-6' / \ \ I \\ 1 \ \\ \\ Inv 0ut=535.00 o � - - -� / / / / / / / / / Outlet Protection: - -3TR air g \\ p \\ \ 2 / / / / Envl0ut=53b 0 \ \ \ \ \ \ /------\ /Rim 1 538.00 . \ / _/ EC-1, Class Al \ \ \ \ _ \ / \ Rim = 524.00 - - - .p _ / _ \ Pipe 0-Y30.00 \ o / / / / L=6' -- \ \ \ \ \\ \ \ \� / �� / I \ A S Pipe 9 = 520.50 / / / / \ \ \ \ _ \ \ / / \ / a I \ \ \ P P - 534.00 0 ao / / Outlet Prbtectiorl / I \ F�'/J \ \ V Pipe10=520.70 /i // // EC-I,Clas�Al \�\ / // / / ----It 4' I \ s \ OUTFALL 9 (EW-1, 18") \ Rim =520.00 \I \ �� T ,// INV Out=518.30II \ 5, Pi P' ' / 1 , / I I I I I I \ I \ B \ p� 8 - 1451 of 18" H PE \ / / \ FRONT YARD SET ACK' p / \ B+OFILTERII// II I I \\- ,/ C14 I I I i I 2,559 SF +517.00 DI10(DI-1) Rim = 522.50 Zw U Pipe 8 = 519.30 \ \ II I III II II �) T� �_ FIBER w Pipe 9 = 519.50 M�HKf R I, \ 1 hL�o //�\ \\ \\------------ / �• / // I DI 6 (DI-12B, 4') - So / 1 I Rim = 516.50 / - - - / SAEP SLOPES OVERLAY (TYP)/ _ \ \ I I \ \ \ \ _ '/ �/ / WSP,_ 5�s+, / / ' / i / \ I I \ \ \ Rs / d / / v-(528.70) - /"� // / I INV Out =513.00 \ / ti �// / / /=/- 1 I II I I \ \ --------- \g30,17=- / / I INV In = 513.20 . / n' _ / / \ I \ \ vDH CMF 4 I Sp PROPOSEl EaTRANCEWALL \ - DI 7 om( 51� 04)\,-`� _------------------- \`---- \i j / > \\ I _ /INV Out 13.E - / // / / I �1�0) e 5 ,9%' FTLiTAIr\-------530- \� /� / / / A" 4T-1 'HDPE ZI �� / / / \ �57'6\�✓\ - - - - - \� // / Q} \ \ WSP \ \ - I 1/NV.(526.51� \ \ J 1 \Outfall 1 ES 1, 18" \ / Oe _ / \ \ \ Rim =513.00 \ \ / s2 -- '2,-- - /Rs _-- _ - -_-- / p�.z - - - - - - - - - - - - - - 134' 18' HDPE �Nv. (bt G02) In Out = 51 1.20 \ \ \ \ _ _ - - _ - / -' / Q p h� w I 1 FIBER \ \ \ \ \ I \ - - _ - - - - ) �_ _ - - - / I y� C� J .,MARKER \ \ \ 51 _ -- - O __ 3 46'lg- ------ - _-' // //� \ \\\ \\`/ I I �Lv ' 2 - 005�2 S ET ---------------- �---- �2_-- - \- - - -- / TOP 4X MSP \ _ // DI 3 (DI-3C, 6') DI 2 (DI-36, 6') Outfall 5 (ES1, 15") I / / =ll(ES Top p=$20.33 Rim / --- / Rim / im-1520. 00 - INV Out - 513.�0 - VO t-512. \ \ \\ \ \ \ L \ INV ln�\512.80 --- --- -� \ -- \ - ------ _--_ -\ -_- 'PV ;x I'- \--------------------- _----_---- ---- \ ------ - - --- ------------ _--------_-\_-_- %-----------�' -/-- „SCOTVWRTEEROAD" -------------- - ----__--- _-_ �� `-------- --- __-- --_--_-__-- - -J~- ----- X/ _ _ __-520---_-- _--____ GHT OF N/F GEBHARD, MARK JLOR LYNNE z x-x�+� - - - DB 288LPGW3P4H HIWPB PGW43Y ` \ _ - - - - - \ \ - - - - - - _ - - - -_-_- - - - - - - - - - - - - _ _ _-_- - - _ _ - �'�uESVILLET7EALTi` C-- BEEGLE GEBHARD x�x- DB 288 PG 331 - HWPB PG 40 INV. (506.72 - - - - - - - - - - - - -_ - _ - - - - - - _ - - _TMP: 90-hT, ZONED:-R4- \ - - - - - - - - - _ 1LACANTi2ES1D€M&T- TMP: 90-18, ZONED: RA DB 288 PG 355 - HWPB I PG 45 - RESIDENTIAL DB 1077 PG 106 -HWPB XI PG 39 dmwingl.Qwg \ \ © Anhold Associates 2021 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN 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 01 PRELIMINARY SITE PLAN 02.25.21 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1° = 30' SHEET NAME: GRADING AND DRAINAGE PLAN �9:1���►l�Jul-3�:� C-210 June 21, 2021 Sheet 26 of 42 30,/ 0// /30 60 / ' °BISCUIT/RUN° / / / / / I I I \ \ \\ \ \ \ \\ / �' \ _ ��AA N/F COMMONWEALTki OF VIRGINIA DEPT \ 1 I I I \ \ \ Y` CONSERV.O'fION & RECRE�BfON / / / / Z` \ I I I 1 \ \ \\ \ \ \ \ - l- - - - / $ LR: �.111" - 30' DB 3�5/PG 706, II9C✓783 ACRES/ / I 1 I I \ \ \ \ \ \ _ I i / / // z zTMP INTERVAL = 2' NED: RA FUT 90 O�YPARK// ///. \ \ \ \ \ \ \ \ \ \ \ 00, LIMITS OF PROJECT (TYP) \ \ \ \ \ STEEP"LQPESOVERLATYP PROPERTY -BOUNDARY YP \�� \ D \ \ \ \ \ \ \ \ \ \ \ \ - / / / �•C/ \ -� i---� \ / / / / yy z / APPROXIMATE LIMITS OF DISTURBANCE (TYP) / / PIPE EXTENSION I I 1 \ \ _�\\\\\\\\ /HB 9.5'LENGTH \I I I I \ \ \\ // / /STR 8A / 5 A SEC, \ - - � _ - � / � PIPE EXTENSION' �'� RTE20 I - - ---- / I \ \ wa za�,� 324� SCOTTSVILLE p 1 / - _ - / / I \ \ \ \ \ \ \ \ 21" DIA. P4P� / A - - - - _ / �� - - \ \ \ \ // 24' LE/N�TH I D�2gg 9,35 �5 H�jPB P� �g3pBg�j P(V3311gH4 RBI�pH RNV�\\ \ / - - - - = _ _ - _ - - - - \ / / \ \ P G 40 - - qg6 - \ EXTEND�EXISITNG PIPE BY ADDING-24'OF 21" DIAMETER D./ PIPE / \ \ \ \ \ \ 106 - HWP6 \ \ \ �� 494GA \ I 1 \ \ \ \ \ / -----� // L INV_(494.9 x - "BROOK HILL" N/F CHRISTINA BEEGLE SATERNOS LIMP: 90-17B, ZONED: RA RESIDENTIAL- V\\��i--- \ INV.V(491,78) % STORM SCHEDULE Str. # Top Invert In Inv. Out Downstream Pipe Note 1 513.00 - 511.20 OUTFALL ES-1, 18" 2 520.33 512.80 512.60 134' - 18" HDPE DI-313, 6- NOSE TYPE A 3 517.83 - 513.50 46- 18" HDPE DI-3C, 6' - NOSE TYPE A 5 514.00 - 512.50 OUTFALL ES-1, 15" 6 516.50 513.20 513.00 53' - 15" HDPE DI-12B, 4' - GRATE TYPE II 7 517.00 - 513.50 47- 15" HDPE DI-12B, 4' - GRATE TYPE II 9 520.00 - 518.30 OUTFALL EW-1, 18" 10 522.50 519.50 519.30 145- 18" HDPE DI-1 11 524.00 520.70 520.50 51' - 18" HDPE DI-1 12 538.00 534.00 530.00 73' - 18" HDPE MH-1 13 543.00 - 539.00 54' - 18" HDPE 18" x 18" GRATE 14 526.00 - 524.00 OUTFALL EW-1, 15" 15 541.50 538.00 534.00 84' - 15" HDPE DI-313, 6' - NOSE TYPE B 16 543.50 538.90 538.70 61' - 15" HDPE DI-313, 6' - NOSE TYPE B - 538.90 - - FROM 19 17 543.00 539.80 539.60 67- 15" HDPE 18" x 18" GRATE 18 549.00 - 542.00 24'- 15" HDPE DI-3B, 8' - NOSE TYPE B 19 547.00 543.20 543.00 120' - 15" HDPE DI-1 20 550.00 - 546.00 108' - 15" HDPE DI-1 22 - 546.00 542.00 OUTFALL 3' WIDE FLUME 24 541.75 540.50 - 40' - 15" HDPE ES-1, 15" 25 - - 535.00 OUTFALL ES-1, 15" 26 540.50 538.50 - 31' - 24' HDPE ES-1, 24" 27 - - 536.00 OUTFALL ES-1, 24" 28 570.25 569.00 - 30'- 15" HDPE ES-1, 15" 29 - - 566.00 OUTFALL ES-1, 15" 30 529.20 526.20 - 36- 36" HDPE ES-1, 36" 31 - - 526.00 OUTFALL ES-1, 36" ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN 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 01 PRELIMINARY SITE PLAN 02.25.21 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 04 SUBDIVISION & ROAD PLAN 06.21.21 SCALE: 1° = 30' SHEET NAME: GRADING AND DRAINAGE PLAN SHEET NUMBER: C-211 June 21, 2021 dmwingl.Qwg © Anhold Associates 2021 Sheet 27 of 42 550.00 a 550.00 o h + IO M II II 545.00 ^o �M a 545.00 =oE n95 540.00 540,00 Proposed Grade (Typ) - 0 o _ coo)oa 535.00 - ---- 535,00 / ' - O Existing Grade / (TYP) N I _>c 530.00 o oe 0 E.;�� 00 530.00 z' +o �e O /_____---- �v ,o /// 04 O LO p� h E /' N N 1O O� 525,00 to 'a o 00� + �_ -Nv /// / /' OII = / vM' o 525.00 + _ C / O C II II a E / a E "' a E moo' Co o / > Co 00 / o� i Loe + �_ 51' 18' HDPE 1.99% j o+M / / 145 18"HDPE@0.69% 520,00520.001 _ II - o E / < -... - ... -._ _.. _. o h n N �' - - - - - - - _ / CO LO P P O O � I h II II 515.00 Y / 4' 18"HDPE 4T 1 'HDPE @0640 } O > 515.00 a° > 'HDPE@1.05% � 134'-1 "HD h 0MO 510.00 O '° °° "' 00 O co co m 510.00 N N N h <n h II II D O II II D J O C O C O > > C > C _ C C 505.00 C _ 505.00 500.00 500.00 495.00 495.00 490.00 490.00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0LO O N O° Lb N (V 570.00 e� 00 N w� Y 570.00 �5�° N�10 j LO N 7 a E 0 Q 0 a 10 565.00 - h 1 565.00 0 16 10 > C L II - 0 560.001 560.00 v M 0 555.00 N � 555.00 `0 o N a E a v COCQ N� a 0 NO N N II 550.00 O co II +" c a 0� ' P II ONE 550.00 61 p� II ^_ a E CD O OO W �Oo O+ cM I ���/ i h O O ' i HDPE=... ' 545,00 00 sN aZI E Y 108' _ 15' n o N h 545,00 II ,- - N o -1 11 II _ ix in tY N91 n , -�- 't p N10 V� wig / / O �,�' _-- / / 347 -... N = N 6 II II / 6T 15" HDPE @ 1 O6% / �' 120 -15" HDPE �... o Cl) Cl) 0 -- o a E O N a540.00 540.00 O � 0„° Oe� 61'-15"HDPE@1.15%�� cli e o \' p^ / co P P OCl)> C C / V / O I'/ / co E E N 7 II II _ ^ ° pO / C OMO 535.00 °°° > o`, 00 moo j' 'c 00 535,00 o O �° / 0 o� o� LL LL 0 O 00 + a +� ,� Cor 93 /. �/ co M h D a Co M C 0+ - P NLO NN MN Lr)� / // O O -h I I I I > C 00 00 Lo� h I I " _M a II N co a E 3}a > > C C C C o > O`w EaMco '2 36' w�� PIE D 530,00530,00 > > > _ ° 525.00 / 0 525.00 0 10 4 N LO 0 O C 520.00 N : 520,00 O c 515.00 515.00 510.00 - 510.00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com PTH OF yr U ERIC W. WOOLLEY 9 LIC. NO. 37088 ZONAL'/ REVISION: NO. DESCRIPTION DATE 02 FINAL SITE PLAN 06.21.21 03 WPO 06.21.21 SCALE: 1° = 30' SHEET NAME: STORMWATER PIPE PROFILES SHEET NUMBER: C-400 June 21, 2021 dmwingl.Qwg C Anhold Associates 2021 Sheet 29 of 42 ` \ C, / so o 60 SCALE 1" - 60' - - CONTOUR INTERVAL, 2' I I j I , I I / / / / \ \ I I 1 I I I 1- \\ ♦ "B CUIT RUN"I i TH F VIRG INIAIDEPI\ OF 1 I 1 \ ♦ 1 \ ` STEP '\ I 1 1 1 I 1 1 \ \ \ �\ \ AND PHYI N. \ \ \ \ \\ \ \\ \ \ CdNSE�VAT ON� RECF' ATIPN I \DB 3 35 IPG 06, 1194.7813 ACI2E5 1 I 1 1 '\ / \ \ \ \\ \ \ PLAT t1MP'190- D, ZIDNED:I A ♦ \\ `\ \\ \� \\ It UTWREtUNTY PAFK I \ 1 \ / ` \ \ ----_ N. ---------- - ` 1 N.N. \\\ \ ��. l\ I 1 II I I II 1 j 1\ \\'\ N. i'i I 1 1 I I I I I I I 1 1 1 \ \ `\ \\ '\ \\ N. 1 I I 1 I I I I 1 \ \ \ \ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ `\ I I I I 1 I I 1 \ \ N.\ \ \ \ y \ \ \ \ \ I I I I I I I I \ \ \� \ \\ DRAINAGE DIVIDE (TYP) X \ \ IN N. 1 1 I 1 \ \ \ \ \`\ \ \\ \ 1 1 1 I 1 \ \ \ `\ \ `\ \ `\ `\ `\ `\ \ `\\ /\� \ F \ '�\ PIkCJAC` L'1MI`S (,TYPE `\ \\ \\ `� __ -- LIMITS 0\1RDISNRBANi,E (TYP)\ \` `` `•`\ \ r \ \\ `• - �e `` \�\ \`•-------- 1\ \ \ \\ `-4 `� - --------- DARK SOLID LINE REPRESENTS TOTAL x __ \\ \\ \`\ \\ \\ \\\ DRAINAGE AREA FOR BIOFILTER #2 `/ / \ \ \ N. Joi- ------------- )---------- ♦/-------------- \` `\ -�- DA 13 24 - \ ar _ �D 15 -------------- 4 _- Ir>A/22Ji /' sa IN ` 1` / -� `\\\\ `\ \� ---- ^^ --------------------- \\\`\ `---------- __�^ \ \ \ \ \ \ \\--------------- - _ ---------------- 11 / ------------------ __------- DARK SOLID LINE REPRESENTS TOTAL 1\ 1 DRAINAGE AREA FOR BIOFILTER II 1 11 OFILTERI • I , % // , ' '' \\ LFR TYPR�SETI \\\ 1517.00 9 /' -r / \`\ ` j I I I 1 \ `___A ,' - •` Pus II I 12.55e SF I i i % %� \ \I I I I I 11 \\ -��\ \eee . / / I� /I �'/ / / / / , I a. DA 10 DA 7\\`----------- �4- Y, // A 6\`\- \ -- - `-_ --_77 23 ' ,/ rnas/530-- N. �lk \ - --- --VA RTE 20 --- -- --_---------- - DA 3 - ,\ ----- ---- -- �c-_ AD _ _ _ _ _ -- --- _ _ ` ------ --- _--_--_- ---------__- - - __________ _TES I _ "BROOK HILL" xv.(,m,F-0_��--6�B�1077i'2'i II5�Ld� WiP_90-+9,-7. N/F GEBHARD, MARK J OR LYNNE E BEEGLE GEBHARD pq 2 \ ENneiosTEsvutE \ \ \ \ \ \ TMP: 90-18, ZONED: RA RESIDENTIAL CHARLOTTESVILLE REALTY CORPORATION TMP: 90-20, ZONED: RA DRAINAGEAREA EXHIBIT - POST CONSTRUCTION VACANT RESIDENATIAL LAND DA AREA (SF) AREA (AC) IMPV (SF) IMPV (AC) % IMPV PERV (SF) PERV (AC) % PERV Weighted C STIR DESC. 2 6534 0.15 6534 0.15 100 0 0.00 0 0.90 DI-3B, 6' 3 3617 0.08 2497 C.06 69 1120 0.03 31 0.73 DI-3C, 6' 6 5766 0.13 902 0.02 16 4864 0.11 84 0.44 DI-12B 7 8935 0.21 1513 0.03 17 7422 0.17 83 0,44 DI-12B 10 5366 0.12 1859 0.04 35 3507 0.08 65 0,54 DI-1 11 14110 0.32 3325 0.08 24 10785 0.25 76 0.48 DI-1 13 15438 0.35 1849 0.04 12 13589 0.31 88 0.42 18" x 18" GRATE 14 19550 0.45 1558 0.04 8 17991 0.41 92 0.39 OVERLAND 15 3921 0.09 3921 0.09 100 0 0.00 0 0.90 DI-3B, 6' 16 8310 0.19 8310 0.19 100 0 0.00 0 0.90 DI-3B, 6' 17 8321 0.19 1158 0.03 14 7164 0.16 86 0.43 18" x 18" GRATE 18 10486 0.24 10486 0.24 100 0 0.00 0 0.90 DI-36, 8' 19 13642 0.31 4548 0.10 33 9094 0.21 67 0.53 DI-1 20 20317 0.47 891 0.02 4 19426 0.45 96 0.37 DI-1 22 3526 0.08 3316 0.08 94 210 0.00 6 0.87 3' FLUME 23 4339 0.10 2143 0.05 49 2196 0.05 51 0.62 BIOFILTER-1 24 20086 0.46 762 0.02 4 19324 0.44 96 0.37 ES-1, 15" 26 112935 2.59 216 0.00 0 112719 2.59 100 0.35 ES-1, 24" 28 12711 0.29 216 0.00 2 12495 0.29 98 0.36 ES-1, 15" 30 378811 8.70 0 0.00 0 378811 8.70 100 0.35 ES-1,36" BIOFILTER-2 3I0FILTER-1 BIOFILTER # 1: LAYOUT SCALE 111 = 20' FFE=SPt.3P -I- O D \ �D RIPR�AP OUTLET PR,TECTION 3WIDTH CONCRETE DRAINAGE FLUME O BIOFILTER # 1 (MINIMUM 286 SF) SEE C-610 FOR SIZING CALCULATIONS BIOFILTER # 1: GRADING D SCALE 1 " = 20' FFE=SPt.3P «I- O D D �D D � D D / / I y BIOFILTER #1: LANDSCAPE D SCALE 1" = 20' FFE=59h.30• «I- ® � 0 O 0 0 , , D 0 D O 71HERBACEOUS - l PLANTS \ 24 SHRUBS BIOFILTER #2: LAYOUT SCALE 1" 20' /I PRE-TREATM€NfICELL "A" PRE-TREATMENT CELL "B" / 464 CIF 188 CIF , I I �I d10 I \� I I Q I I / LU I I / // BIOFILTER #2 (MINIMUM SEE C-610 FOR SIZING CALCULATIONS BIOFILTER #2: GRADING SCALE 1 " = 20' \ l 519+ ��� h r� I I I \ \ \ V 'i BIOF LTER \ \ \ + 17.00 2,fI59 SF \ I I 519+ t519---- 7 / BIOFILTER #2: LANDSCAPE SCALE 1" = 20' / 5 SHRUBS 10 1 1\ \ SHRUBS �,\( I 7 SHRUBS T / 1 640 HERBACEOUS PLANTS 3 TREES / 5 SHRUBS 7 SHRUBS / ALBEMARLE COUNTY CLIENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22901 ADDRESS BISCUIT RUN ANHOLD ASSOCIATES 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WOOLLEY ENGINEERING 210 5th Street NE Charlottesville, VA 22902 434.973.0045 wool ley-eng.com r OF v U ERIC W. WOOLLEY 9 LIC. NO. 37088 1o��SS'I0 NAL '0����� REVISION: NO. DESCRIPTION DATE 01 PRELIMINARY SITE PLAN 02.25.21 03 WPO 06.21.21 SCALE: AS NOTED SHEET NAME: STORMWATER MANAGEMENT PLANS +9 I4: 19QLIJIS1.1414 C-600 DATE: June 21, 2021 C Anhold Associates 2021 676723 15.54 56005 1.29 dmwing,.Qwg 620718 14.25 Sheet 35 Of 42 SDgInD Ruler vEdinon ueftasvBneMr. DEQ V"a Rurl Reduction Method New Development compliance spreadsheet -Version 3.0 BMP DasyA Spwrrfreenenl List tali Draft Stds d Specs Site Summary Project Tide BcCc d P. � Ps 1. Date. 44221 Total Rainfall = 43 i aches Site Land Cover Summary A soar 1 0Sea, I CSa1 Dad. Tale SI of TOW F«en/Open l.ovl Managed Turf jinn( 0.00 0.00 O.W f.91 OM 0.00 aL0 O OLO 0-W L60 60 lapervi.ue Co. 1.«a) o.00 I.la AM 0.00 "4 AD "2 fao Site Tv and Land Cover Nutrient Loads site R. 0.so Trutmart Vdrrrr ZOE lad (b/rl 1 3.21 rNtractlb/rl t VM rind TP Load Reduction Required Ib/yaj 2A5 Site Compliance Summary Total Rmwdf Vdurnc Redfsurba, (ft) 7r41Z ZA4 Total TP bad Reduce iris Adlieved (lb/r) Total TN bad Red union Achill d(Il l 17.07 Remain Ing Post Development TP Load 1.3a Clb/yrl Remaining TP Load Reduction (lb/yrl Reguied OLD Dra:taee area Surnrtlary '"No further TP load reduction required (Required - Achieved <o.00e lb/yr) DA♦ DA-1 DAC DAD DAE Teal Farc.t/Opn.ra l 0.00 O-W &W 00 am 6.40 Manialled Ted 4-1 0.07 D-M 0.N OAO 0-00 3.A0 b.pneissal c v (acre l DA2 litAD am 0_DO D 04A ta .il Are. (act a l 119 0.% La OAO 0.00 136 Draina ee Area Ct rnpliance Slanmary OAA DA.B DA.0 DAD DAF I 1 Tagod Lod Refired Cb/ O.Z6 L33 025 0-M am Z.M Lad Reduced fb/VF) 1sz 9_76 6-n Om 0-00 17A7 .`,UITRaV PINT. M glnn Rundr RMJMM Veftd Atil N Drainage Area A Summary Lard Corer Sunman A Saab Bseae Cseib Dsoas Trial SEof Tebl F«en/Open (.1OL0 ODo O.Oo 0-m ODD U Managed Tef (rienl I OL0 OA7 O.Oo 0-00 I 1 M07 1 37 I pen-euec-isel I O.00 I 0.12 I O.ao I 0-m 1 D32 1 63 MP selection. Managed Turf Impervious, TP Lead from Dmmebean BMP Treatment Untrcaad TP Load TP Remo.ed TPRemeinin� practice Credit Area Cover Credit yolume (n') Upstrom mPronice pbs) pbJr) pb/y.) Treatment[. 6e Area a Pradicn Ibs Em to d 6.b. eivetnle°n#2 Mioo-aiore<eneian 007 0.L2rea 464.64 0.00 029 0.26 0.03 2 W Total Impervious Cover Treated • 0.12 Total Turf Area Treated (acres) 0.o7 Total TP Load Reduction Achieved in DA. (lb/rl 0.Z6 Total TN Load Red union Achieved in DA b/ 1.92 Drainage Area B Sumrnary Land Calmor Srsarry •SEk OSOia CSoi4 OSda Toll 76 of Todl Frrert/Open Iecres) OAO A0 O OlD 0.00 I'M O Managed Turf leers) 040 ass OlD .AO 035 s6 I mp erm our C ever l ecru) OAO 0.61 ow 0-M 0.61 64 BM Selections Managed Turf Impervious BMP Treatment TP Loed kom Unstated TP Load TP Rammed TPRemeinsrll Do -so an Pnctia Credit am. Cover Credit I yolume (7es) Ugtream to Practice (I bs) (IbJr) Ilb/yr) Treatment m b ¢ra Area aeres pnRiea Ibs Em 1 d 6 b Bloretention E2 or Minc6iorc[ention 0.15 0.61 2,357.69 0.00 1.48 1.33 0.15 r2 S ec N9 Total Impervious Cover Treated (Beres) 0.61 Total Turf Area Treated (acres) 0.15 Bea e.d Ra udlon Ach;emd in D.A. [lb/yr) 1.53 Total TN Load Red udian Atlue.ed :, DA. [Ib/yr) 974 summry Firm NglnD RunnR REQIL3M ueal0a Nr06cn6N. Drainage Area C Summary Lard Corer Scandal ASah ■Sale CS.Ib Darii. %er Tab( Forect/open(.1 O.00 OQD Den 0.00 4TOW O Managed Tef (avnl 0.00 0." 1 Um 0.00 o.9a a1 Imperviaua Cory (Ban) 0.00 02z am DAD 02.1 19 BMP Select.. Managed Turf ImperN«ra BMP Trcemeet TP Load from Untrertrd TP Load TPR--red TPRemeini Downmerm Practice Credit ae. Co. , Credit Volume (its) Ug4eam mPrenice [Ibs) pbJrl Ilb/yr) Tre.lmen! to Fx sera Area noes Pnetiea Ibs Em I d fi.b. Bloretendan ?2 or MicroBi arttentlan 0.98 0.23 1,504.TM 0.00 0.94 0.95 0.09 p2 S ec e9 Total lmpermo us Cover Treated (eared 023 Total Turf Area Treated I acre s I 0.99 Total TP Loed Reduction Achieved In D.A. (lb/y,l 0.6i Total TN Load Red udl on Ad,eved,n D A (lb/rl 21 Runoff Volume and CN dkolaW_ m- 1 seam z ar saran 1 airperm [Target Rainfall Event ui 3.03 3.67 5.55 Drainage Areas A V A CN Drainage Area A Drainage Area B Drainele Am. C Drainage Area D Drainage Area E Cris RR (fill ea at as o 0 0 a 372 yeas l.iae avrw(aernll 1-ye.r return Period W. W (wsill Oe adjastrl 1.14 ya 0e 0.00 MAP 1.00 1.87 OJS 0.00 9.e0 73 77 61 O a rNwalr(asilll 2-yeer return Period Mw ell tai ll M Y'uas I.Os 2.17 1_00 P.M 9.00 1.34 1.62 0.73 0.00 9.11110 77 70 63 0 1 a rrveew111 to 10-yeerre4an grid I avarna tol Oaedpuas 3.7a 3.ee 23a 0.M o.m 1 3.24 1.34 1 101 0.010 0.00 ]a 79 61 0 0 LEVEL 2 BIOFILTER # 1 CONTRIBUTING DRAINAGE AREA (ACRES) 0.18 SIZING (FTI: DESIGN SURFACE AREA 7286 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 (FTI: 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. AlnC Z° ATDII IAA D(ll VI CCIAI 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 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 01 PRELIMINARY SITE PLAN 02.25.21 03 WPO 06.21.21 SCALE` AS NOTED SHEET NAME: STORMWATER MAI"IAGEMENT DETAILS VRRM SPREADSHEET SUMMARY N.T.S. SHEET NUMBER: C-610 June 21, 2021 dmwingl.dwg © Anhold Associates 2021 Sheet 36 of 42