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Home My WebLink AboutSDP202000076 Plan - Approved 2021-02-15INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE BUILDING SETBACK rl PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x1m SPOT ELEVATION 311.5 TO x1 TOP OF CURB ELEVATION 311.5 TW x >�1- TOP OF WALL ELEVATION 311.5 BW x >�1- BOTTOM OF WALL ELEVATION - ... - ... - STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP --------------------------------------- ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE GUY WIRE oHu GHu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN o A nuTA nv SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS- GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE - GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER Rivers Edge Holdings LLC & Rivers Edge Associates LLC 2027 Woodbrook Court Charlottesville VA, 22901 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Planned Residential District ZMA201800018 approved on August 5, 2020 SP201800023 approved on August 5, 2020 Airport Impact Area, Dam Break Inundation Zone (State), Entrance Corridor, Steep Slopes - Managed & Preserved STEEP SLOPES DISTURBANCE NOTES The property is subject to SP2018-23 approved on August 5, 2020. Per SP2018-23, a maximum area of 39,100 SF of preserved slopes disturbance is permitted. Approximately 19,883 SF of disturbance is proposed with this SDP submission. See C7 for exhibit of disturbance. MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 1528 PG 326 DB 2987 PG 423 BUILD -TO LINES Per approved ZMA201800018, residential build -to lines are provided as follows: 50' from US Route 29 Strom parking areas, travelways, accessways, and pedestrian paths BUILDING HEIGHT Per approved ZMA201800018, maximum building height is 35'. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary provided by plat of record Road topographic survey provided by: Roger W. Ray & Associates, Inc. 663 Berkmar Court Charlottesville, VA 22901 September 11, 2018 Two (2) foot contours provided by: LIDAR, Virginia Information Technologies Agency & Virginia Geographic Information Network BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO286D), this property is located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the North Fork Rivanna Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing 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 the 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 acheived. 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). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. EXISTING USE Single Family Residential PROPOSED USE 100 size -restricted units ((50) 1-bedroom units & (50) 2-bedroom units) Gross Density = 100/32.52 = 3 DUA LAND USE SCHEDULE EXISTING Area % Building 13,309 SF 0.9% Pavement 58,595 SF 4.2% Sidewalk 0 SF 0% Impervious Total 71,904 SF 5.1% Open Space 1,344,667 SF 94.9% Total= 1,416,571 SF (32.52 ac.) PROPOSED Area % Building 48,128 SF 3.3% Pavement 100,953 SF 14% Sidewalk 17,795 SF 1.3% Impervious Total 166,876 SF 18.6% Open space 1,249,694.8 SF 81.4% Total= 1,416,571 SF (32.52 ac.) PARKING SCHEDULE Multi -family units: One bedroom, 1.50 spaces/unit, 50 units total = 75 parking spaces Two bedroom, 2 spaces/unit, 50 units total = 100 parking spaces Total 175 parking spaces required , 163 parking spaces provided 12% Parking Reduction requested LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. RECREATION Recreation shall comply with Section 4.16 of the Albemarle County Zoning Ordinance. Per the approved ZMA201800018, natural alternatives may replace minimum facilities as required by Section 4.16.2, to be approved by the director of planning and community development. Total recreational area is 18,257 SF of natural playscape area with approximately 3,617 LF of walking trails SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. ITE TRIP GENERATION AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Multifamily Housing 221 100 9 27 36 27 17 44 543 (Mid -Rise) RIVER'S EDGE SDP NUMBER PENDING TAX MAP 32, PARCEL 5A, 5A-1 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 "=500' CAMELU I q 51% g r - � } �F QSvrnRhir• C,rouO Clayton Homes v ABC Supply Co., Inc SITE LEWIS AND CLARK DRIVE 0 0 The Mitre Corporation My Ot � ROUTE 29 'ark. SEMINOLE TRAIL JW Townsend Q ROUTE 29 landscapes SEMINOLE TRAIL n enter for Applied orneebanjcs FabricsUnlimiledQ T NORTHSIDE INDUSTRIAL PARK PINE RIDGE ns SHEETINDEX C1 COVER C2 PROFFER, PERMITS & CONDITIONS C3 EXISTING CONDITIONS: OVERVIEW C4 EXISTING CONDITIONS C5 EXISTING CONDITIONS C6 SITE PLAN C7 PRESERVED SLOPES DISTURBANCE C8 SITE PLAN C9 SITE PLAN C10 SITE & UTILITY PLAN C11 GRADING & UTILITY PLAN C12 NATURAL PLAYSCAPE LAYOUT C13 LANDSCAPE & SITE DETAILS APPROVED by the Albemarle County Community Development Department Date February 15, 2021 File # SDP2020-76 Application Type Initial Site Plan Lead Reviewer: Christopher Perez IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH p�� O G O TTTSTThlsHTMp Y INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.07 REVISION: 2020.12.15 FILE NO. COVER 15.064 C1 INITIAL SITE DEVELOPMENT PLAN m ORDINANCE NO. 20-A(9) ZMA 2018-00018 AN ORDINANCE TO AMEND THE ZONING MAP FOR TAX PARCELS 03200-00-00-005A1 AND 03200-0000-OOSAO BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 2018-00018 and their attachments, including the application plan last revised on April 14, 2020, the information presented at the public hearing, any written comments received, the material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-19.1 and I8-33.27, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-00018 with the application plan last revised on April 14, 2020. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, byavote of five to zero, as recorded below, at a regular meeting held on August 5, 2020. Clerk, Board- o inty Supe�y o Aye Naypt Mr. Gallaway Y Ms. LaPisto-Kirtley Y ` Ms. Mallek Y Ms. McKee) Y _ Ms. Palmer _ Absent Ms. Price Y RESOLUTION TO APPROVE THE RIVER'S EDGE REQUEST FOR A CENTRAL SEWERAGE SYSTEM ON TAX PARCELS 03200-00-00-005A1 AND 03200-00-00-005AO NOW BE IT RESOLVED that, upon consideration of the staff repo[(„prepared for this request and all of its attachments, the information presented to the Board of Supervisors; and the factors relevant to central sewerage systems in County Code Chapter 16 and the Albemarle County Comprehensive Plan, the Albemarle County Board of Supervisors hereby approves the request for a central sewerage system on Tax Parcels 03200-00-00-005A1 and 03200-00-00-005AO, subject to the conditions contained herein. s*+ 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular meeting held on August 5, 2020. Clerk, Board of County Sr e rsors Aye Nay Mr. Gallaway Y _ Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee] Y _ Ms. Palmer Absent Ms. Price _ Y RESOLUTION TO APPROVE SP 201800023 RIVER'S EDGE BE IT RESOLVED that, upon consideration of the staff repots prepared for SP 201800023 and all of their attachments, the information presented at the public hearings, the additional data submitted by the applicant, any written comments received, and the factors relevant to a special use permit in Albemarle County Code §§ 18-30.7.1, 18-30.7.4(b)(2), and 18-33.40, the Albemarle County Board of Supervisors hereby approves SP 201800023, subject to the conditions attached hereto. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, V irginia, by a vote of five to zero, as recorded below, at a regular meeting held on August 5, 2020. d r Clerk, Board of County Sup��fsors � Aye Nay Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee[ Y _ Ms. Palmer _ Absent e Ms. Price i `f! it II i i The River's Edge Central Sewerage System Conditions I. The central sewerage system must be established and operated in accord with the Preliminary Central Sewage System Plan prepared by Shimp Engineering, P.C., last revised on July 24, 2020, and with DEQ's Reliability Classification Worksheet for Sewerage Pump Stations completed by Shimp Engineering, P.C.; 2. Before any building permits may be issued for dwelling units to be served by this sewerage facility, the facility must be either (a) fully completed and authorized for use or (b) bonded with the County; 3. The Owner(s) of Tax Parcel 03200-00-00-OOSAI and 03200-00-00-005AO assume full responsibility for the proper operation stud maintenance of the sewerage system; mid 4. If requested by the County Engineer, the Owner must demonstrate annually to the County Engineer full compliance with all State operation and maintenance requirements. SP2018-23 River's Edge Special Use Permit Conditions 1. The limits of disturbance within the Preserved Steep Slopes Overlay District are to be limited to the sizes, locations, mid extents of disturbance as proposed in the "River's Edge: Steep Slopes Disturbance" application prepared by Shimp Engineering, P.C. and dated February 28, 2020. 2. Improvements related to sormwater, drainage, and grading shown on the final site plan and water protection ordinance plan for River's Edge must be in general accord with the improvements and grading shown on the exhibits "River's Edge: Road Grading+ Profile" and "River's Edge: Conceptual Stormwater" in the "River's Edge: Zoning Map Amendment Application Plan" application prepared by Shimp Engineering, P.C. and dated February April 14, 2020. 3. Any blasting of rock must be performed subject to a blasting plan reviewed and approved by the County Engineer and other Authorities having jurisdiction, prior to commencing such activity. 4. Two -layer erosion and sediment control measures will be installed around the perimeter of the site, where feasible, at the discretion of the County Engineer. 5. Erosion and sediment control basins and traps may not be located within the Floodplain limits. RIVER'S EDGE SDP NUMBER PENDING TAX MAP 32, PARCEL 5A, 5A-1 ALBEMARLE COUNTY, VIRGINIA SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f r��[>,LTH pF O ,� O H TC ATMP a 45183 w� INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.07 REVISION: 2020.12.15 FILE NO. 15.064 PROFFER, SPECIAL USE PERMITS, & CONDITIONS C2 >// /0\\\ I/ / �\ /ji// /,/...../•11\ / il_� - - _� � �\ / / // �`/ 11 - - m - __ R// ON '111r�11�1 I/ /.. 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ONNEWPY IGONVpRhjo) 2 rDR\VE TntpN To pEDEs " U JUS HIMP a . 45183 -- _ - 10, PAVED pSPHALT PEDESTRIAN PATH ��SSIONAL >� �- 3'/ 1� s i a ' 33 d INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE r _I L I- L -I ALBEMARLE COUNTY, VIRGINIA — PRESERVED SLOPES + SUBMISSION: r — — 2020.12.07 +- REVISION: — 1 1 2020.12.15 T_ FILE NO 15.064 v -- o _ SITE PLAN 30 0 30 60 90 v Scale: 1"=30' 00000 0) ------------------------------------------------------- ... ........... P"ISERVLOPES NORTH A 3qo FORK RfVA111 RI ER ......... am - — STREAM 1c"- PRESF-p,�, \ \ - - - - - - - - - - - - - - - - - - - - - -- STREAM BUFFEF UMP STATION W. UNDERGROUND ♦ WET WELL 11 SHIMP �- ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT < 912 E. HIGH ST. 434.227.5140 CHARLOTIFESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM pLTH 6- U HIMP Jus > IW45183 0�1&0 lk�sstr)XTAT '�o� INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.07 REVISION: 2020.12.15 v FILE NO. FEMA OFE 15.064 SITE & UTILITY PLAN 100 YR FLOODPLA' 30 0 30 60 90 850 SF OF RECREATIONAL AREA C-J.�Q. LOG S -EPPERS--,_ 00000� Scale: 1"=30' -100e cio ------------- - -_-�`- \- - _ - _ -------------- --- --_ —_—_ ---_ _ — ---- -� \\ \\��`---- �--- —\_ _�_—\\\�— _\� \ —— _ \ \-- _ —_--^\� _ _ — — — \ _ a00\ \ — \\ \ \\ \\ \ DkMBR'E,4KINUNDATION ZONE (STATE) J -> I-nn�JfC/,^ t ��V \ v \ \ vv vv 17 50 1 �\ vvv A v v so v \ 1 I ARKING SPACES s _ v ® \\ \ \� \ \ \ \ \1 • \ \ \ \ \\ \ \ \ \ \ Rio \ \ \\ — — — �� \\ `• 1 _::: I e \,T — \ \ \ \ p V i A U\ v 1 v W k UNLPN W� D / ( I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT �y( /SAN L 912 E. HIGH ST. 434.227.5140 V A A v A A v — \ v A - — _ W W " —' / • / ' :F� / / /' / / / / I J 1 CHARLOTFESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LTH . 45 8J HIqMP a O \\\ \ —\\\ — \ \ _\ -- - , _ ,.• m—_ — — -- // // / � i / / / / // // / / / fit.' — v • W /� � � /� �/ / ZONAL go TW 414 0 a INITIAL SITE DEVELOPMENT PLAN \ RIVER'S \ \ EDGE \ 101�SPALEEg ARMC— v vV \ v ® ® ® FF p0 — / a / V / / /' // // GA�Q�E ° ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.07 REVISION: - - - " - -<1 2020.12.15 --\ _ R MAINCT)P�' /' - \ _ -------' ----__-______--- FILE N0. 15.064 -MA OFE GRADING & UTILITY PLAN ------ — \ v / •� /5850 SF OF ,� IDG §T€P�ERS�� V�, / RECREATIONAL AREA ----'----''--' — Scale. 1 =30 Q � \\ Rso .. • \ \ \ \ ARKING— p , \ \ \ 7 k \ ® 70 ° ® \ \ \ \ \ \ s 2° \ \ / s UNDLRGRROU 13 P Wy �Y / / t , Il I I / / I WE�Z I —s —s \ \ \b / / , I 1 ---- \ I � I ./ / s - / 1 / / /• . \ I ( I \ 1 \ I / / \ / \ 4 / _ /SA i_i /_`- / �// / - ,// / /I�.YLf�,T .<./ / // // // I II II I II \I P A MOW OHOLO \ — -- \ • / / / / l W f.%OSE PART51 PLAY SHELTER \\ .4 M1 _ _ W p -Q.. a .-... l " • s / / ' // / / / ✓ / / / I I I I I / /PLAY AREA AREA .\MONKEY BARS 5595 ( RECREATIONAL ANEA r -RES SHIMP / //' r/ / ice— /�/ /' I'/ \ �j �__/ J ENGINEERING�]�!( / LAND PLANNING -PROJECT MANAGEMENT / --- i'MA v / /%'J 912E HIGH ST 4342275140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / vv V — --'' UNS' HIMP a \ _ _ � IA. 45183 \\ psi\` ' \•\ 1 }k",iL.�•�iri•�'j}x ,\ `. 850 SF OF L_00-§TEPPER�-__ / RECREATIONAL AREA ' \\ —'` \ c _ / INITIAL SITE DEVELOPMENT PLAN lap %MONKEY � , /; / / /; (� = _ RIVERS EDGE I — — PLAYMOUN/1836 SF OF i �v ,�__/ \ / RECREATIONAL AREA i STEPPERS y / LUb VA AA V LW� OPTy140LLOW \� / -- / - = = COUNTY, IRGINIA i ;// ' / �� // - ALBEMARLE C Y, V / /' /' ///' _ _ \ \ ` SUBMISSION: / — / /� v - -' - / 2020.1207 ------------- , / / VV A v \ ( \ v % ////// /' — REVISION: / \ /2020.12.15 R976 SF OF ECREATIONAL AREA — —_----_— —,_ � i � / / ._ � / �/ / J � ,� ///'/ / / // � // / / � -_ �_.\ FILE NO. 15.064 \\\VA V A \ \V I A SWING SET (4) /'// /, /�/ /'/// ''v� / / _v / v , A/ / ,�„�•'�. �'i�/'/ /// /'� �/ — _ _ - \ \\ \ \ \ SLIDE SET INTO i .. -/ / / / / J // , \— \ I / \—/ \ /' ..,.,.► _ i—// �' — '// / // n " - \'\ \�� \ \ \ I\ `\ +--•I_ PLAYMOUND W . HOLLOW �� / / / / , •i"" \ �/ — —,,'/� = — — ' ,---- j �/ %' ''' - PLAYSCAPE OPT LAYOUT L \ - BARS MONKEY / \\\\ \ / / / • / \ /i //// , / / / _ Scale: 1"=30' C12 ,— /i // / ��-./\ � ------`___.. _-- - '/ PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF 0 Large Shade Tree Quercus bicolor Swamp White Oak ill)25 299 7475 0 Large Shade Tree Liriodendron tulipifera Tulip Poplar 12" 6 387 2322 Large Shade Tree Fagus grandifolia American Beech 12 32 227 7264 TOTAL PROPOSED CANOPY 17061 SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL SOIL SURFACE ROUGHENED TO BIND NEW SOIL I SHRUB PLANTING DETAIL C1 3 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIN 1-1/2" SQ. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL_ C1 3 Not To Scale 11 SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN V ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 1992 FENCING AND A ORING 3.38 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 20% CANOPY REQUIRED. SITE AREA: 283,314.2 SF SITE AREA: 283,314.2 SF x 20% = 56,662.8 SF CANOPY REQUIRED: 56,662.8 SF CANOPY PROVIDED: 17,061 SF EXISITNG TREELINE : + 711,530 SF 728,591 SF PROVIDED INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKED PAVED AREA. 100953.2 SF x 5% = 5,047.6 SF REQUIRED: 5,047.6 SF PROVIDED:11,108 SF INTERIOR/PARKING LANDSCAPE (32.7.9.6): LARGE SHADE TREES (1"-14" MIN. CAL.) 162 PARKING SPACES (162/10 = 16.2) REQUIRED: 16 LARGE SHADE TREES PROVIDED: 47 LARGE SHADE TREES NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 4. Visibility of all mechanical equipment from the entrance corridor must be eliminated. SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM :7/3 BALL op DIAMINDRIP LINE QUTWr�-A TIN``tHIMG P 0 I Ln 0 i� SNOW FENCE BOARD FENCE CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING .w TRIANGULAR Source: Va. DSWC CORRECT TRUNK ARMORING 00 BOARD FENCE TREE PROTECTION FENCING III - 401 Plate 3.38-2 EARTH, MULCH, OR STONE DUST 3-5' PRIMITIVE TRAIL TRAIL DETAIL 45183 w� INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.07 REVISION: 2020.12.15 FILE NO. 15.064 LANDSCAPE & SITE DETAILS Scale: 1 "=5' C13