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HomeMy WebLinkAboutSDP202100009 Plan - Revision 2021-11-30FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE _ ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x� SPOT ELEVATION 311.5 TC x ?1 TOP OF CURB ELEVATION 311.5 TW x TOP OF WALL ELEVATION 311.5 B W x 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 1.4 CONCRETE RIPRAP - ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m (D GUY WIRE OHu 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ® ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 O WATER METER 0 0 WATER METER VAULT �■ FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS 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 Windmill Ventures LLC 535 Foxdale Lane Charlottesville, VA 22903 DEVELOPER 999 Rio Road Development, LLC 912 East High Street Charlottesville, VA 22902 (434)218-0513 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING NMD - Neighborhood Model District ZMA201900001 approved on March 4, 2020 The Code of Development associated with ZMA20190001 (revised January 29, 2020) establishes design guidelines, specific regulations, and block characteristics for the development of this property Overlays: Entrance Corridor, Airport Impact Area Initial site plan SDP202000045 approved on 7/22/2020 MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 4505 PG 218 SETBACKS Per approved ZMA201900001, setbacks are provided as follows: Block 1 (Mixed Use) Block 2 (Residential) FRONT MINIMUM: 3' FRONT MINIMUM: 5' FRONT MAXIMUM: 50' FRONT MAXIMUM: 40' SIDE MINIMUM: None SIDE MINIMUM: 3' SIDE MAXIMUM: 10' SIDE MAXIMUM: 15' REAR MINIMUM: None REAR MINIMUM: 10' REAR MAXIMUM: None REAR MAXIMUM: None SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, March 20, 2019. BENCHMARK Datum for topography is NAVD 88 Visually verified by Shimp Engineering Staff on 12/23/2020 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO279D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Meadow Creek 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 Transit (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. RWSA GENERAL NOTES 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. EXISTING USE Vacant Land PROPOSED USE Residential, Gross residential density: 13 du/ac Lots 1-7: Multifamily, 2 units/building, 14 units total Lots 8-13: Attached single-family, 6 units total Lots 14-18: Single-family detached, 5 units total LAND USE SCHEDULE EXISTING Area % Building 3,939 SF 4.7% Pavement 2,348 SF 2.8% Sidewalk 0 SF 0% Open Space 77,261 SF 92.5% Total= 83,548 SF (1.918 ac.) PROPOSED Area % Building 14,128 SF 16.9% Pavement 23,902 SF 28.6% Sidewalk 9,784 SF 11.7% Open space 35,734 SF 42.8 % Total= 83,548 SF (1.918 ac.) BUILDING HEIGHT Per approved ZMA201900001, maximum building height in Block 1 and 2 is 35'. All non-residential uses shall be limited to one (1) story, or twenty-five (25) feet. PARKING SCHEDULE Block 1 (Mixed Use) Multifamily units: 1 bedroom, 1.5 spaces per unit, 14 units total = 21 spaces required = 21 spaces provided Block 2 (Residential) Multifamily units (Single -Family Attached): 2 or more bedrooms, 2 spaces per unit, 6 units total = 12 spaces required = 12 spaces provided Single family detached: 2 spaces per unit, 5 units total = 10 spaces required = 10 spaces provided Total of 43 spaces required, maximum of 20% provided, 52 spaces provided Parking for all uses are located within the open space parcel. Designated parking spaces are established with a shared parking agreement, DB _ PG _ FIRE FLOW Total estimated flow is 3,526 gpm. Ten -pound drop for a Q20 could not be achieved at the time of hydrant flow test. ISO needed fire flow is 1,500 gpm. RECREATION Recreational area shall comply with conditions of approved ZMA20190001. Block 1 and 2 shall provide amenity area no less than 20% of the total block area. Section 4.16 of the Albemarle County Zoning Ordinance shall apply to all recreational facilities. Block 1: 8,364 SF required, 8,518 SF provided. Block 2: 8,276 SF required, 10,082 SF provided. 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. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. NOTES PER APPROVED ZMA201900001 1. Development of TMP 61-154B shall follow the approved Code of Development as part of ZMA201900001. 2. Section 4.16 of the Albemarle County Zoning Ordinance shall apply to all recreational facilities. 3. Signange shall be provided to prohibit vehicular traffic on private street in Block 2, except for emergency vehicles; or, bollards shall be installed. 4. Notwithstanding anything herein to the contrary, all non-residential uses shall be limited in height to one (1) story, or twenty-five (25) feet. Such uses shall also be limited to a building footprint of six thousand (6,000) square feet. 5. Porches, eaves and awnings shall be considered part of the structure and shall not extend closer to the street than the required setbacks. 6. Minimum building separation shall be required per Section 4.11 of the Zoning Ordinance. 7. Any primary residential structures in Block 1 shall face Belvedere Boulevard. 8. The applicable setbacks for Block 2 shall be measured from the edge of Amenity Area D. 9. Pursuant to Section 32.7.9.7, the parking areas along the northern and southeastern boundaries of the subject property are required to be screened. In addition to Section 32.7.9.7(b), see the Code of Development for appropriate screening options. 10. Dumpsters and Dumpster Pads on the Property shall be screened pursuant to Section 4.12.19. 11. The Applicant shall be required to provide onsite treatment of 25% of the required stormwater treatment. Such techniques of treatment shall include pervious pavers, micro bioretention, or other approved measures. 12. 15% of the total residential dwelling units within the project shall be Affordable Dwelling Units (the "15% Affordable Housing Requirement"). The 15% Affordable Housing Requirement may be met through a variety of housing types, including but not limited to, for -sale units or rental units. APPROVED SPECIAL EXCEPTIONS The private street authorization for amenity -oriented lots in Block 2 was approved by the Planning Commision on January 14, 2020. In addition to the private street authorization, the following special exceptions were additionally approved by the Planning Commission on January 14, 2020: curb & gutter, sidewalk, and planting strip for the private street in Block 2. VDH NOTES Existing wells shall be abandoned in accordance with Virginia Department of Health Private Well Regulations. 999 RIO ROAD S D P202100009 TAX MAP 61, PARCEL 154B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=500' �srhooncuse 1hrih Shop Oy,�cetn Gulf Q Auto and Truck Doctor m Q Car Lovers Rio 0 a4 °; ;p Covenant Church © � RIO ROAD E s s.J ,c a SITE _ City Church (Central) © \ 4^b d �4 a% �°O q .O yyp VAIIM'»k r e3 44J< CATFC V \ 4 01 S � amerpaf!� �9 �� aa,M "quy, John IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX C1 COVER SHIMP C2 EXISTING CONDITIONS C3 SITE PLAN ENGINEERING2. C4 UTILITY PLAN LAND PLANNING - PROJECT MANAGEMENT C5 OFF -SITE SEWER CONNECTION 912 E. HIGH ST. 434.227.5140 C6 UTILITY PROFILES CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C7 GRADING PLAN C8 AMENITY & LANDSCAPE PLAN C9 SITE & ACSA DETAILS C10 ACSA DETAILS C11 SITE DETAILS C12 MAINTENANCE OF TRAFFIC & VDOT DETAILS ITE Trip Generation AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Single 210 5 2 6 8 4 2 6 66 Family Detached AM PM Daily Use ITE Qty In Out Total In Out Total Total Description Multifamily 220 20 2 8 10 9 5 14 110 (Low -Rise) OF Lai FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. COVER 19.006 C1 /UU4p uo JIJY ru �« L -.—� ZONE: COMMERCIAL OFFICE USE: PUBLIC 6.91 AC SDM c WMH- 15' DI-313 FH- -- WW' —.W —W , wv—w w Mrv~ w —W w =W '—w —w —W w —"w w,—w 4 WV -475 a a BELVEDERE BLVD. / / VARIABLE WIDTH R/W — TECEPHNE— / DB 3772 PC 366 , �— pox uc 15''.DI-313 _ IN. 463:75 _�WV. - — — 42'0912' E✓ / / /481" ° / — .<I- ,o • POLE ' 1BRca °cuY \ ; \ TREELINE TO BE RE OVED IF Q24 WALNUT \ \ \ \ \ I FRAME (TBR) \ \ \ \ \ SHED (TBR) (TBR) CK\ \� \ \ 80.5' \I \ � TREELINE TO B REMOVED^/ 6\\ BUILDING TO BE REMOVED I� WALNUT I 1 \ \ \ \\ \ (TBR) ym EX. DRAINAGE {� TING - - ESMT'.DB 377. _ \ 5LF OF 15" / FRAME \ \ \ PG 36 / r VA 2 RCP TBR / / I I o SHED (TBR) yMIP / \�J \ zz.s / BUILDING TO BE\ REMOVED / ELL (TBR) TM 61 1154B SIG / / / / 471 / \ WINDMILL VENURES LLC ` N4. OU 4 - /�' / / / O(TQBR) FFEE° — / /q^ DB 4505G 218 RIO ROAD EAST — I / HP / / ZONE: INEIGHBORHOO� MODEL DISTRICT VARIABLE WIDTH R/W I m I / / / Ow / / / I USE: SINGLE FAMI/Y RESIDENTIAL \ DB 3772 PG 366 w / / / / / 28.2 TBR) / / / I I 1.918 AC TILIT EX. RWSA UY ESM /(TBR) \ / DB 3563.'PG 68 / / / / / / / / FFE= 5.1 I 1 STORY BRICK I / m / / #999 (TBR) O FE=475.17 N I / 10B GWD / .0 / / TREELINE TO BE REMOVED /l /l i WELL HOUSE 018 HOLLY z (TBR) \ 18 HE LBc�K BUILDING TOE MOVED / / �3 ARPORT (TBR) �BE GIHMARK ^ N-39 0838. 8 ASPHALT E E114. 633..21 4 (TBR) \ 1 / Q k / ELE 468.46 / / IRON CK' W E5 / -� N42'26'09"E/ / \ OQ' RW A Wi�tt BE ABANDONED E1; \ / / \ z BUD T d� TMP 62F—E2 — �s V O / °w /y lole / SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD TMP 61-155_ CHURCH OF GOD; EDGAR WAYNE ROBERTS; PETER CEFARATTI & REGINALD GATLING TRUSTEES 6X3' LANDSCAPE EASEMENT a ROW DEDICATION: 9X4' LANDSCAPE. EASEMENT ^{� , APPROX. LOCATIO -, MULTIUSE PATH 3,082 SF- r6X6'. LANDSCAPE EASEMENT C�1 OF EDGE OF EXISTING rm x ►o x x TMP 62F—E1 X a NEW GR-MGS1 u.e.55/5 Pc 2s1-242 — — N _...... ..,._ -. — TMP 62F—El E-11493847.99 ROBERT HAUSER HOMES INC / 500 — t — — — — — — — — — — — — 7CEVr-7 2— NAIL TMP 62F2—X C/O STONEHAUS N �v DUNLORA V LLC DB 4717 PG 703 TMP 62F2—A DB 4717 PG 703 ONE: R4 RESIDENTIAL SHPH DS RIDGE I I 1 SHEPHERDS RIDGE AT ZONE: R4 RESIDENTIAL SE: FOREST ROAD TMP 62F2—B / I DUNLORA COMMUNITY USE: UNASSIGNED 0 AC SHEPHERDS RIDGE AT DUNLORA FtWLER RID I ASSOCIATION INC I 0.10 AC COMMUNITY ASSOCIATION INC RT 49' Rf� I DB 5202 PG 778 _ _ — IDB 5202 PG 778 UB4839 PG 5 ZONE: R4 RESIDENTIAL 1 1 ` USE: UNASSIGNED ZONE: R4 RESIDENTIAL I I 1 I 0.30 AC \ %. USE: UNASSIGNED 0.61 AC ® Extent of heavy duty sidewalk & CG-3 curb (See C11 for heavy duty sidewalk detail) SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. SITE PLAN TMP 61-155 CHURCH OF GOD; EDGAR WAYNE ROBERTS; PETER CEFARATTI 8 REGINALD CATLING TRUSTEES 70041 DB 5134 PC 222 ZONE: COMMERCIAL OFFICE USE: PUBLIC 6.91 AC SDM� l WMH 15' DI-3B FH. .—W. W.V —W. W WdJ �W W —W —,W —W.—W —W W —W —_ W W WVW L a BELVEDERE BLVD. VARIABLE WIDTH R/W DB 3772 PG 366 15' DI -3B CURB - --� INV. IN.-463.75 �——OHU—OHU—OHu—OHu—ollu—oHu—tUTILITY POLE 'GUY IF NEW - • � I-3 z z E V x x vNi U U LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 I w 0 888SF 891SF 892SF 896SF 899SF 901SF 903SF x I>ff FFE 478 FFE 478 FFE 478 ❑ FFE 478 FFE 478 FFE 478 i w WL71R NEW 5' 4FFE8 .DOGH USI El❑ LOT 1-7 _ l� MH ❑ ❑ ❑ MF UNITS x I x qi I >E] AINT IN 6" SEPARA ION FROM ❑ ❑ ING o BACK F SIDEWALK 0 METER y WM 45. .. VA IT N X_� - 2� [4� CA ,. ..< LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 1,412SF 1,277SF 1,334SF 1,397SF 1,406SF 1,80OSF FFE 478.5 FFE 478.5 FFE 478.5 FFE 478.5 FFE 477.5 FFE 477.5 LOT 8-13 AFFORDABLE ATTACHED UNITS m ATER SVC. LINES FOR LOTS —18 SHALL HAVE A 2" PVC CASING WHERE THEY CROSS THE PRIVATE STREET Im x x x x TMP I 62F—El ON ISO NEEDED FIRE FLOW DATA: TOWNHOMES ARE CONSTRUCTION TYPE V—B WITH 3000 SF MAX FLOOR AREA PER UNIT. ISO NEEDED FIRE FLOW = 1500 GPM AVAILABLE FIRE FLOW = GPM TBD SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM AO CO 490 485 480 475 470 465 460 455 4 co Cm, �—OEMOEM --� • • �sil �R \ I �I . • Imo— ����� _III■/■1. e • •:•. "Yid - —iidF• oZ•ZiZ•y��dYi� 50 9+50 10+00 10+50 11+00 1 STORM SEWER PROFILE AO—UNDERDRAIN C6 HORZ: 1"=30' VERT: 1 "=10' 81 B2 490 485 480 475 470 465 460 �1 M ,_ •�= - - al.li�llGlCaliGl:fl\li tGl\•�]<• �`.,�rom� Illlsmllll■■ m- � Ill�mil•� m' I., III, lYUPI�I•\.la:•■:L6-la:)_• r�zmf l �..:,.�.....:.�,.,._.�a� F.Elr.rmp 455 RED BY UP TO 9". z 9+50 107+00 10+50 4 STORM SEWER PROFILE Bl —B2 C6 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 455 11+50 12+00 490 485 480 475 470 465 460 455 450 12+50 490 485 480 475 470 465 460 455 Al CA A3 •• �!IlI�U•J�1 �lJ�71- ���rIF �C�■6 •KI- lzl��■ \ •■yCi•�i :.Ira srr��lll�r kin 1■.7.'� �' 1 • , G 2 )STORM SEWER PROFILE Al—A3 C�HORZ: 1 "=30' VERT: 1 "=10' C1 C2 490 490 490 485 485NINE 480 480 475 475 470 465 470 465 460 OEM NINE 00 01 460 455 455 485 480 475 470 465 460 455 C3 Ii��JFJ�I - • • --�©C�i�l �IIIIIIII�r IAI��IIIIili111111���llr.f� ■� �IIIIIIPwI _ � ��+� 11+00 9+55LOWERED BY UP TO 9 10+00 10+50 11+00 5 STORM SEWER PROFILE 01-04 C6 HORZ: 1"=30' VERT: 1 "=10' 11 +50 12+00 12+50 13+00 490 485 480 475 470 465 460 455 480 475 470 465 460 455 450 A1A A1B [.7C.>•1lItSf�.T� L•7©r�Yl1Y"i-� _ • ` fl�L --i�SfIT� �tll© • • 1 • ll}�� ;e;R� II aaaaa�' .�$1cR • C�L�ciriiNiME N1N153�1� aa1:1:2N,liacw� 14 U laS • ��961 ■�F1lnh0�11�A+1�Yii� 445 9+50 10+00 480 475 470 465 460 455 450 445 10+50 3 )STORM SEWER PROFILE Al A —Al B C6 HORZ: 1"=30' VERT: 1"=10' C2 C2A 490 485 480 475 470 465 460 455 IIIIII+'� mml"m ■��� a 11��� ■I IMNO11—���_ MINE r•_T-f1'_f��l rf7J , .. _ ©F•_•101�a• ■ 9+50 10+00 10+50 11+00 6 STORM SEWER PROFILE 02-02A C6 HORZ: 1"=30' VERT: 1 "=10' 1A 2A 3A 0 0 4A 5A O 6A 7A � O N - 0-La - on _+ _ �n �� - ON xw GRA DE ¢ ¢a x� w� g wHp z ------------ _ ' -------------- -- ------- ---- ------- ------- -------- W ----- ------__ - - - --- --- NN O ------ ---- ---- _ _ N -26 ®0.51% .� -- _-_26 (� O. 0 00 - - - - --------- - - - - - _ _ __ -- - - - - _ --- _ _ ----- .22 - 0000 - 3 N n NN n �� w- O as -26 (� 0. n O - w w o� ,.1�� n�- 00 NO _ z o v zn o - m c 0> ® Z z z C 0 w O - 0 Z- - Z — - o >_ _ w 7 - fN u] (7 - - O >- N� - w O > - n o w z_ w - �w a 10+00 101 480 475 470 SEP 465 460 455 450 10 10+50 11 +00 SANITARY SEWER PROFILE 1 A-5A C6 HORZ: 1"=30' VERT: 1 "=10' r � I 11+50 12+00 12+50 iRS7•T•J 1.5+SU 14+UU 14+nU d w +00 } MINIMUM o n + + N r7 N -- - ---- -- -- _ a '----" SEPARATION ww wzz J 0 W W U N W W 2 w m w w- - m O x a Of o w d = a a 10+50 11+00 11+50 12100 w 0 g WATER MAIN PROFILE = N 6 HORZ: 1"=30' 12+50 13+00 13+50 14+00 144 XUrn o 3zcj w08 W 0 �U� Of VERT: 1 "=10' �a_ 485 480 485 475 480 470 475 465 470 460 465 455 460 450 455 50 I o+JU IG➢iR.l Il•51-19 i7t66 m n o N O 0 O + O O + COVER d ¢ NEW a ------------- WATFRI ------ -------I --- U w J w----------- — - Z w TYPE K > > w a a x U O 10+00 10+50 10 4" WATER MAIN PROFILE C6 HORZ: 1"=30' VERT: 1 "=10' 11+00 485 480 475 470 465 460 455 11+50 4A o 4B n 485 480 475 470 465 460 Two ' + n O a- w z H(f) M rn -0.- - .-- py uRAD > Z z 490 485 480 475 470 465 460 455 11 +50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 485 aao nN. 47547o 465 SlONAL 460 455 10+00 10+50 11+00 J FINAL SITE DEVELOPMENT PLAN 8 SANITARY SEWER PROFILE 4A-4B 999 RIO ROAD C6 HORZ: 1"=30' VERT: 1 "=10' ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. UTILITY PROFILES M• I C6� / it - .� .. X X O / MIN UM 3' F ON BUILDING SE 3ACK L xxx m / I LOT 1 LOT % LOT 3 176 LOTI4 LppT 5 \ LOT 6 LOTI �� _ d ° I w _ o LOT 8� \II LOT 9 L0�10 LOT 11 LOT 12 LLO0T 13 0 - �'�^ x 888SF 89XSF 892SF 896S SJ9SF 901SF \ 903SF x x ` Z � 1,412SF q,277SF 1,334SF 1,397SF 1,406SF /f,BOOSF "' I FFE 478 FFE478 FFE 478 FFE 4 8 F E \FFE 478 FFE 478 \ I A� w\ _ m FFE/478.5 FfE 478.5 FFE 478. ' 8O FFE 478.5 FFE 477.5 FFE 477.5 4i p ❑ LOT 1 4�8 \ A \ - <A 11 �.' \ \ LOT 8-13 o�0 (, ❑� ❑ MF UNITS 1 x \ 2g I x \I N I A \ \ AFFORDABLE / C) rn \ / /IN 1 / ❑ ❑ V A \ UNITS / m _ _� \ UM 1 REA UILDI SE ACK / B 6 76 ' " 7gB0 76 _ I " \ 7� 7 77�P I I 1 -1i6 7S' 1�z fy 2.0% 0 N74T2 W 7�1 IOW® A 1 WkW W W �W W ?_ �7 74Ci OLGAR PL -. •. - . - -1 x x7RIO ROAD EAST o n n 16 --- +3 7 / 2.0% c�V RIABLE WIDTH R/W I n v` r —L_07�'l / 1� —��.a��w�7 3. l DB 3772 PG 366 W W % 5 � x76+o / x "3— 7bb �+— O _— D4 d . o— —. — —.. / I I o / _ 770A s'�zo UIL C BACR " �� /n a� UTURE / �a� x : EDESTRIA - m / / ONNECTIO n / 0 RIO RDA I� ( I II 9 r 11 a \ \ I '.°�' = I = 6y - m LOT 14 LOT 15 LOT 16 LOT 17 > L07f 18 m ° / / 2,111SF 2,098SF 1,970SF / 2,106SF B I 2,410SF / m/ \ ` 6 _o FFE 480 / FFE 479.5 FFE I FFE 479.5 I FF� 478 r -1 4 „- LOT 14 18 cn 7s 7sT Xs x7s I // 7 // sFo / / I ° / v v I 7e' BECHMA K N 39. 0838. 8 / \p 77, B1 N�6 E 114 3633. 1 - 73 7 76 f� x 76 MINIM M BAC / _1 '> AR BUIL` ELE -468. 6 I 71 75 — / -1 / L78 — — � - IRON ACK W _ � X — ' X— ' X— �zz;zDf — X X X�� X X_ x X X X X X — ., o 2 '-RW A WM TO BE ABANDONED / Z D r I TMP 62F _E2.._ _ II _zE x y � / x wP / / 62F—�1 / AI.,L HEIGHT 4' / i i. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. GRADING PLAN 19.006 C7LOT 14 le/ 11 888SF 891 SF 8925F 896SF 899SF 901 SIF 903SF X Xam, 478 I LOT 1-7 �'�07��;�w�.ti►il� �►I e�i X ^I _� ,�1� .�1 � �������,� � �I�ylytoldl ►�rl•�ar�'��� ,o�.f�� !�' � ►:�[ 1 T 8 rFF1E LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 2SF 1,277SF 1,334SF 1,397SF 1,406SF 1,80OSF 478.5 FFE 478.5 FFE 478.5 FFE 478.5 FFE 477.5 FFE 477.5 LOT 8-13 AFFORDABLE ATTACHED UNITS OWN 109155 011001 mom- mm �A I ■°,:I• © •i2 PAPI MEMO I - II I IF- '-- I --� 6X6' LANDSCAPE EAS T IL 4. - - I; sa LOT 14 LOT 15 LOT 16 2,111SF 2,098SF 1,9FOSF FFE 480 FFE 479.5 479.5 LOT 14-18 iSFD I 1 4 WXX1R3' I ANnS('APF FAlh F LOT 17 2,106SF FFE 479.5 {I // 5003� - -r - - - �l ' I I! WI. I - - - - - - - - TEEV�78Ti��J- MAH \ FH // _ W W >w-W Ww W - Wwv -W -W=wW w �--w -w ---W-w =W --w W. wow -w w ULTIUSE PAT. .- 11427 SF LANDSCAPED COURTYAR 3,637 SF- .- 4P ..: .. `. .. .. SITTING GARDE C0 ULTIUSE PATH OG PARK • P A• - 3,761 SF CURB 1,120 SF Is -aNu-"Mu-oHU-"HU CHu-o«u �U T.0 TY °GuY I Q (1 17 I ITTING GAR D N x i 7 f t. y� Tf >FA UNITS ffik f�01 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 1412SF 1,2775F 1,3345F 1,3975F 1,406SF 1,8005F FFE 478.5 FFE 478.5 FFE 478.5 FFE 478.5 FFE 477.5 FFE 477.5 LOT 8-13 AFFORDABLE ATTACHED UNITS yvvvvvlvvyv+ovyw��w�.��wvv�i�i��/�' �, rRAL IN 91• ��,•� 11ID• . /� i 1,9451 O `s�lrll� e� I 1 I+ :COURTYARD TO WITH FUTURE c' COMMERCIAL11 \�LANDSCAPED I • • �� • • • LOT 18 2,41 OSF FFE 478 Block 1 Amenity: Multiuse Path 3,761 SF Dog Park 1,120 SF Courtyard + 3,637 SF Provided: 8,518 SF* Required: 8,364 SF *Additional 2,447 SF to be provided with future commercial site plan for a total of 10,965 SF of amenity area in Block 1 Block 2 Amenity: Multiuse Path 1,427 SF Central Greenspace 6,945 SF Sitting Garden 973 SF © • • • •IProvided: 10,082 SF E-114 god 'RASA H.T.-TO-BE ABARD01, ED IVA I Ty 0 11X6 No! Q • P HORIZ TAL JOOD B ARD VACY F NCE LAND S\CAPE EiASEMEI \ I 20 • X X LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF P Large Deciduous Tree Quercus phellos Willow Oak 2.5" 6 31 370 2220 4 Large Deciduous Tree Ulmus americana 'Princeton' American Elm 'Princeton' 3.5" 4 25 397 1588 Large Deciduous Tree Celtis x occidentalis Hockberry 2,5" 6 30 572 3432 OAr Large Deciduous Tree Acer rubrum "Armstrong" "Armstrong" Red Maple 2.5" 3 30 44 132 O G Large Deciduous Tree 9 Ginkgo biloba "Princeton Sentry" 2.5" 5 25 20 100 'Princeton Sentry" Ginkgo jSJ Medium Deciduous Tree Sophora japonica 'Regent' "Regent" Scholartree 2.5" 7 28 394 2758 Ornamental Tree Magnolia x soulangiona Saucer Magnolia 6-8' Ht. 3 10 145 435 Semi -Evergreen Shrub 9 Viburnum x utile 'Conoy' "Cono " Viburnum y 24" Ht. 23 4 18 414 Q Evergreen Shrub Distylium x 'PIIDIST-II' Blue Cascade 24" Ht. 23 4 PPAF Distylium Deciduous Shrub Aronia arbutifolia "Brilliantissima Brilliant Red 24" Ht. 8 6 Chokeberry jj Hardy Grass Panicum virgatum Switchgrass 24" Ht. 24 6 Low Maintenance Ground Cover TOTAL SF: 06 165 CODE OF DEVELOPMENT SCREENING SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF f'`�, ( j '�•✓� Small Deciduous Tree Acer campestre Hege Maple 6-8' Ht. 7 19 230 1610 Ornamental Tree Cercis canadensis Eastern Redbud 6-8' Ht. 4 17 124 496 Screening Evergreen Cryptomeria japonica 'Yoshino' Cryptomeria q_5' Ht. 3 20 123 369 TOTAL SF: 2475 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC..918 .8): CANOPY REQUIRED. H I MP SITE AREA: 3,5 SF) � x 15 = 12, 32 83,548 SF x 15% = 12,532 SF CANOPY REQUIRED: 1,SF CANOPY CANOPY PROVIDED: 10,665 665 SF + 2,475 SF = 13,140 SF N G I N E E R I N G ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) - 35' LAND PLANNING - PROJECT MANAGEMENT O.C. WITH INTERSPERSED ORNAMENTAL TREES, 190 LF OF FRONTAGE REQUIRED: 5 LARGE SHADE TREES s PROVIDED: 5 LARGE SHADE TREES W/ 3 ORNAMENTAL 912E.HIGH ST. 434.227.5140 INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM & 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES / 21,346 SF x 5% = 1,067 SF REQUIRED: 1,067 SF PROVIDED: 1,124 SF 40 60 48 PARKING SPACES PROVIDED REQUIRED: 5 LARGE SHADE TREES PROVIDED: 5 LARGE SHADE TREES p.LT INTERIOR PEDESTRIAN WAYS: MEDIUM SHADE TREES (2.5" CAL.) - 25' O.C. ,� �� PROVIDED: 15 LARGE SHADE TREES _ ,i NOTES: 1. 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. 2. 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. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. 19.006 AMENITY & LANDSCAPE PLAN 30 0 30 60 90 Z Scale: 1 "=30' 0000 C 8 5 1' COMPRESSON x 3/4' MALE PIPE CWPLNG OR APPROVED MAIL T 1' TYPE 'K' SOFT COPPER FOR USE FAMILY R DUAL SERVICES OR OVAL RESDENTAL AL SERVICES RESIDENTIAL RRIIAL AND IflwCATON SERVICES. 1'x1'xl' TEE 10 NO SMEAIFD FlTTNGS 2. NO E: I ' DUAL SERVICE 0. 1' COMPRESSION x 3/4" MALE PIPE COUPUNG OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER T FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON UD FINISHED GRADE 12'-15 LOCKMING METER ALL ALOE e0% QUUTEn 36' MIN, COPPERSETTER 1/8 BEND COUPnNC� 4s METER CIX2Pg3ATON STOP BRICK AS ti�.�µ,. Cv �4�t.I]c✓ NECESSARY SAND OR DUST UNDERDIAMETER DRAW PIPE, 12- LONG STONE POCKET, VDOT BOX AND SETTER (2-INCH i(� '.},-��+'v lw.!.<i SPEC. 203. NO. 57 AGGREGATE MINIMUM THICKNESS) ��1,1 TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 ACSA:5 IS" C9 NOT TO SCALE & 1" WATER METER INSTALLATION REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI NTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE — — BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYPSEWER PIPE INSTALLATION (TYP.) C9 NOT TO SCALE 4X4 4X4 POST POST 3 )DOG PARK FENCE DETAIL C9 NOT TO SCALE TOP RAIL 3- PALLET QUANTITY = 80 2' X 6" X 94-1/2• Deco Rai Ribbed. Qs PICKETS 0 PALLET QUANTITY " 12 Flo Kits 7/8' X 7' X 39-1/4". 12 4e v21 Full pickets and one end picket With � tongue removed. 36 1.2- 0 PICKET END CHANNEL 94' 7/8" X 1' Qi BOTTOM RAIL Qi D PALLET QUANTITY = BO -. 2' X 6" X 94-1/2' Deco Rai Ribbed. Includes steel channel. © POST PALLET QUANTITY - 48 5•X51x84• POST CENTERS —5X5=96178'— 301,r WOODEN MECH. EQUIPMENT FENCE DETAIL C9 NOT TO SCALE NOTE: FINISH TO BE COORDINATED WITH ARCH. DETAILS (SHERWIN—WILLIAMS 'SEALSKIN') 6" — 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. . ......:: ..:'': WIRE REINFORCING OR 00000 00000000000 #4 BARS AT 12" O.C. 0 4 COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED 5 )TYPICAL DUMPSTER PAD SECTION C9 NOT TO SCALE A. D X 6" BOLLARD 4" X 4" WOODEN POST D ° d. ° 6" WOODEN D. . FENCE BOARD D D A D 0 Dq. OA A 7A-,D D. e. q D D .. CONCRETDE PAD A -p. D 9 � Jb .X. 20- ° X 4" RAIL (TYP) 4" X 4" STEEL COLUMNS FOR GATES 4" X 6" TREATED WOODEN GATE FINISH TO MATCH BUILDINGS 6 )DUMPSTER PAD DETAIL C9 NOT TO SCALE WOODEN NCE BOARD 4' STEEL COLUMNS FOR GATES X 6' 6" TREATED WOODEN FINISH TO MATCH BUILDINGS 4" RAIL (TYP) DRETE PAD HIRE JIESH f0 BE INSTALL 3EHIND NOODE SLATS 0 NATURAL WOOD FINISH 9 POST ( 7 \WOODEN SCREENING FENCE DETAIL POST NU I SCALE 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED (9 )TYPICAL SIDEWALK SECTION C g NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 0000000000000000 6" — VDOT #21A BASESTONE 0�0�0 0 0 0_0_0_ COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NUI IU JUALL 1 .375 (RESERVED PARKING 4" ' 383 3815 .75 MA5IQ 6 Fs ZS 0 c R7-ai I, MIAD�MIE ©v R74ID vMINffiSWF R7.8 NO PARKING A 31 01 D F F G x 4 K 1 LEGEND- GREEN(RETROREFL), WHITE SYMBOL ON BLUE(RETROREFL) 1 12 1 a 1 3T6 i fM I5 15D 3 1D Inn SEESu BACKGROUND- WHITE(RETROREFL) 0 1e a M cM 2 I 1sD 24D 5Tw F5 *Reduce spacing 50%. NIFIM PRDATKx DREDIDxDeFxvATON "See page 631. OXIM Ea1D -MEN (RFiRIRERFCINfFgIalLx mm LEGEND :w IRERQKREC1Nn `See page 621a anew design. IMMMUNO-were FREIRQIERECIME) IwAtMU D RUE IREnwRERexNn 10HC PARKING SIGNAGE C9 NOT TO SCALE T L SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. 19.006 SITE & ACSA DETAILS C9 FRAME & COVER .. COMPRESSION . 3/4' MALE PIPE COU°UNG OR APPROV0 EQUAL (SEE FIG. S-I-D,E) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE STREET SURFACE OR i' TYPE x' AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS w NON -PAVED AREA SOFT COPPER FOR USE ON ATTACMEL' SINGLE FAMILY INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE _J Z SLOPED AREA RESICENBAL sD7 ICES OR DUAL FEWOEN11AL AND IRRIGATION SERVICES , LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ... TO THE MANHOLE. 1'-0" MAX " 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CONC. BASE 2 -0 NOTE BE CONNECTED USING A PIPE SADDLE. BENCH SLOPED TO FLOW SWEATS. FTMNGS �� 2. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) �1 _ CHANNEL 1 /4" 1' MIN RUBBER COATED STEEL 3 MIN DUAL SERVICE R I.o ;' Q ■ STEPS CAST IN PLACE -0 1' cdJPREsyan . �/+' MALE 'RE CwnuNc 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PRECAST REINFORCED OR APPROVED EWAL DIAMETER OF 4". CONCRETE SECTIONS 12"" MIN P0" RING SEALS 16" MAX TYPEx' SOFT COPPER 5 OF SEWER ET. LATERALS SHALL HAVE A MINIMUM COVER 77 t - BRANCH MINIMUM ELEVATION t 12 � I I ■ DIFFERENCE ACROSS M.H. 5" 4'-0° 5' J FLI+ USE ON UETACHe� 'ANGLE FAMILY SALT FROM INLET TO OUTLET � WIER 15 N SERVICE FWERE AN IRRIGATION TREATED N., SHALL BE 0.20 FEET. _ 2 x 4 FINISHED GROUND -� CONCRETE VARIES MARKER o 2 DEPTH OF FLOW FILLETS srucLE SERVICE CHANNEL TO BE 3/4 DIAMETER OF 1) SADDLES SHALL BE La' 04 Pv'C PIPE CONTRIBUTING -- '=-sr_- q CAST IRON UP. SEWER. d a. ° s q 12 FllJ31ED GRADE A FILLETED INVERT FOR A SMOOTH d !' '2'-•s- NOTE: TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION INLET &OUTLET PIPE SHALL BE LSIGKAING n °AL%E '+ h -BO R WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING I II LEi;pl r BAND EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE 3D MIN a,PP1 kjET1EA w BE CORED AND A FLEXIBLE PLUG END OF CONNECTION " BOOT " 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE DENC COUPLING as MAIN LINE SERVICE LATERAL oINSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. E� SECTION 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE �NErE= s.:' 45'00 EXTENDED OR NON -EXTENDED BASES.'r' ,:;:.::. ai`-o .law "/i`".i4 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED;.. v: ICK A'S ORPORATIGN 5TOP `liryy'•;u.,1; '--rd!I: NECESSARY RY TYPICAL MANHOLE PLAN INSIDE AND OUT. =,"'S^`;` .1 ' � SAND OR OUST ,NIOER ;: 4' OIA°EIER OR0I4 PPE 12' BOX AND SErIEt (2-INCM 4 1I;'.-K y','!i+'�*}f LONG STOW POCKET. VDOT SHOWING BRANCH TIE - I N TYPICAL MANHOLE SECTION MINIMUM TMCkNE65,:°:;,.�-=, _:= :=>?x W.C. 2O& NO 57 A 3 ELgE SHOWING BRANCH TIE-IN TYPICAL SERVICE LATERAL INSTALLATION NTS N.T.S (5/8" & METERS) IN LINE WYE-TEE FIG. S-I-B FIG. S-I-A PLAN NTS FIG. W-6A VARIES TD-27 TD-25 TD- t O R ACSA: TYPICAL MH TIE IN PLAN VIEW 3 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN 5 ACSA: TYP. SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION Cl 0 NOT TO SCALE Cl O NOT TO SCALE Cl 0 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 L- E GALVANIZED "WITNESS POST WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL '^-u'I ER LOCA11ON MAY BLUE IN TE AREAS -- E'E ENDS E SUBJECT � ACSA: SEWER LATERAL CONNECTION ENGINEERING T HI H "? Y" l E=RTMENT APPROVAL. NOTE; MIN. 60' DIAMETER MANHOLE REQUIRED. LAND PLANNING -PROJECT MANAGEMENT Cl O NOT TO SCALE [� q FI I HE -cA-E M.H. STEP (TYP.) q DROP MANHOLE PVC CROSS U� 24" IN J INITIAL BACKFILL"" 912 E. HIGH ST. 434.227.5140 USE APPROVED FLEXIBLE RUBBER �i(' 2' Boor. ° MIN MIN. CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM BEDDING •e f o 8 STONE AD TµDLE TTED RAFFIC RATED a STOPGASKCOUPLING ZDP *STABLE SOIL ROCK VALVE BOX W/ LID o - z7 *SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK ANDLi rr PIPE STRAPS e ° (STAINLESS STEEL) THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- 7 o SPACED EVERY 2' VERTICALLY #68 STONE. VILLE THREADS WHICH IS +' 7;w THE LOCAL STANDARD. O`., -- 90' RESTRAINED BEND v JUHI Y SEWER FOUNDATION IN POOR SOIL UNDER -CUT CONDITION LENGTH OF BRANCH VARIES.. A : PIPEINFLUENT MIN It 2' TO 10' ° 4 (' j ° o' °> o • ° MAIN SEWER 18"-22" SlOIYAL + 7 CU. FT. VALVE BOX M .). GATE VALVE 1 - - - PLAN 4' 11 INITIAL BACKFILL 4 MI #68 STONE UNSTABLE a' B' e" s' --- -- PROFILE SOIL \ MIN O MIN.MIN MIN. #68 STONE \ "- ----- MIN. 6' BEDDING WITH N0, 68 STONE =GRANULAR FILL AS " - APPROVED BY ACSA , 6" GATE " 42"MIN . ° o o', VALVE 1. HEIGHTOF THEVERTICALDROP PIPE WILL BE DETERMINEDBYTHE ACSA, BUTSHALL NOT BE LESSTHAN TWO .i.i STABLE A '°III.; 8" X 6" FINAL SITE DEVELOPMENT PLAN SOIL OR ROCK' STABLE SOIL OR ROCK' (2)FEET. TEE WA TE LI'`iE 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 2500 P.S.I. CONCRETE .' . A. •. ;�: : r: 999 RI O ROAD / Ir THE DROP FITTING WITH STANDARD GASKETJOINT. NOTE BASE AND THRUST+....� I+:�' j • d 3.VERTICALDROP PIPESHALL BESTRAPPEDTOTHE MANHOLEAT PIPEJOINTS. STRAPSSHALL BEMADE OF 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. BLOCK AGAINST UNDISTURBED STABLE 1 1 STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE _ 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS 2500 P.S.I. '.<F TO SPRING LINE OF MANHOLE INVERT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WHEN THE SOIL IS DISTURBED OR WHEN CONCRETE a 2'x 2' BEARING A, E- 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED A HYDRANT IS LOCATED IN A FILL, IN ADDITION ALBEMARLE COUNTY VIRGINIA THRUST BLOCK 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TO POURING CONCRETE, A STEEL PILE SHALL IN THE TRENCH. BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR 2020.05.26 [INITIAL SDP] 4 . - R TWO 8" DIAMETER DROP CONNECTIONS. a DUCTILE IRON WATER NOTE : REVISION: STANDARD INTERNAL DROP CONNECTION 2021.01.21 [FINAL SDP] PIPE INSTALLATION & BEDDING 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. N.T.S. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 2021.02.22[ARB] NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE 'BADE FIG. S-1-122 NTS ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE ERE HYDRANT AND 2021.04.13[ACSA] FIG. W-2 VALVE BOX. 2021.05.10 [ARB] TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 2021.05.18 [FINAL SDP] TYPICAL GATE VALVE IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 2021.06.28[ARB] 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NTS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 2021.10.01 [FINAL SDP] Cl O NOT TO SCALE Cl O NOT TO SCALE FIG. W-5 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 2021.11.30 [FINAL SDP] FILE NO. 19.006 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 2 ACSA: GATE VALVE TYP. N.T.S. ACSA DETAILS C10 NOT TO SCALE FIG. W-4 TD-8 8 ACSA: FIRE HYDRANT ASSEMBLY C10 NOT TO SCALE clo iG laq M NIT X �^ V •1 6V SEE DETAIL 31C12 I UNITS yW NEW VARIABLE WIDTH STREET EAS MENT W W W W W W y W Q W W W W Y W W W W W gl)r3/ W W W W W W W W W W W W W ... (W� W W W W W W W W W W W W W W w W •v W W `�' W 5":1 I©�,WF�EN�WO'1�,C�©WTIyJR�WW W W W y W W W W W W W W W W W W W RIEW,FR[VATE STREET 20 06' 30' PRIVATE ROW ME 1 ' STGNE PS. RF ACCESS W y4JJ� l/�,uVW� W y W y� W� W W W y W W y W y J' W(� W�1 J' rWr�� J' W J' W J' J' W J' W J' `Y J' J' W J' W J' `I• `I' -5 . O O'� R E Nl F�0 RW G E D W T U R �' y �' W W RC A. R,,Y 4 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W "FIRE ACCESS ONLY" SIGN 6X6' LANDSCAPE EASEMENT PRIVATE STREET LAYOUT DETAIL NOT TO SCALE _�!I GEOSYSTEMS Based on the evaluation, the following materials are recommended for the Geoweb application at the site. We assumed a heavier axle loading to account for construction traffic on the mad. 1. Prepare sub grade to a minimum CBR of 6.0%. 2. Provide a 4800 Il enhanced woven geotexlile separation layer on top of the sub grade and install in accordance with Manufacturer instructions including overlaps based on sub grade CBR. 3. Presto Geoweb GMOWIS- inch) panels filled with Eagi neared Fill. 4. Engineered infill shall be a mix atopsoil and aggregate having a homogeneous modure or a clear crushed aggregate having an AASHTO RS or similar designation handed with pulverized topsoil and a minimum 30% void space for air andlor water. The aggregate portion shall have a particle range from 0.375 to 1.0 Inches (9.5 to 25 mm) with a Des of 0.5 inches (13 rum). The pulverized topsoil portion shall equal 25%ofthe total volume. The topsoil shall be gentled with the aggregate to produce a homogeneous miAure. Once placed, the engineered fill shall be compacted to a 95%Standard Proctor. * Conned the Geoweb sections with ATRAO Keys at each Interleaf and end to end connection. * Preshape the Geoweb panels before infill placement. 7. Limit the drop of infill into the Geoweb panels to prevent distortion. 8. Provide 2 inch wear surface of engineered fill. For add Chiral Load Support Resources, click here' Load Support Desion E.nineemm Resource Package If you have any questions or need any additional information, please call. Sincerely, rr jdrt Sam Justice, P.E. Civil Design Engineer Preslo Geosystems Nate.: 1. this eralua6er. le .tpYNFfad d Is based an the use of Ges,urm Gaeb --4Z red by Pr..t. Prassets Cu. All Hd4% reserved. Any was f than e.elaoNan for any aeoedl protluce other thou eNae an :oar d by arose Pre ll do. Is .hardy pNpleW and inase, tole elasel n ..no 2 D.slp Bade AANRO HN real 30 Na Wardle axis IaWllla and 235 PA 111. a' ... fes at. i'll aso.re 3. Geese, marl and bar per Pronto anddma. tvndatera of 2/3 tr.eted satellite, and 1/3 tayrdl nits Annexation 1,0,575' to 1') .0 a 050 M 0.5' and premed SGX lard saes..Ivn eompacted. 4. Besl al be d' far CM bits, 2% and 4X and 1' far CHa thaw 4X. S. a 7y.dnx . iredd. in 1100 Il x ranted . ,no µmtedle repvmran alai and ,mtdl h tttxdante .dh Ytw'etNrp rrcnnhrindana, hemdlnp avelNp. based on rub leader CVR A antl. dhdl Ina ... retired .iN Anne sap en out Mbam f old end to end nneitlor 7. PmdM 41R1Mthw to bests pv,d. open rar ,Ahoy as regnred. LLad DIM drop at ]l to p. I pond dbbrtrm. "MAlm) LJaf'KE \ 00.Ut Gw3INb FLLm WRH ENGINEERED INFILL SEX WTE 3 G13fifi LE SEE NOW 3 el"A's WAKE cm 1 N0 1 (}i MEflW 012 .w�Nam.,nawa....,�mhannha ha,ham"a �aa.,�coma A1RA 400C1.4011 ATRA ICEY distal . PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TO BIND NEW SOIL - -III TREE PIT DEPTH EQUALS R L PREPARE SUBSOIL TO DEPTH. MEASURE BEFORE DIGGING 'MTH MOUND TO - - PREVENT SETTLING - 2X RODTBALL DIAMETER DIM. III III III III 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLAIT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. SHRUB PLANTING - SECTION Not to Scale L E- 3X ROOTBALL DIAMETER DIM. TREE PLANTING DETAIL C11 Not To Scale VARIABLE WIDTH ROW I I 10.0' 10.0' 0' 10.0' 10.0' NIT 0' 20.0' BUILDING PLAYSCAPE PAVED STREET PLAYSCAPE UILDIN SETBACK AREA 1 AREA ETBAC 2.0% % v f 2.0% - ��A��/;'� A �K� 77 GEOCELL W/J GROUNDCOVER MIX SEE DETAIL 2/C12 BROWN STONE TAR 6" - VDOT #21A rL & CHIP SURFACE BASESTONE COMPACTED SUBGRADE 8" - VDOT p21A (CBR = 6) BASESTONE SEE DETAIL 2/C12 FINISHED GRADE EXISTING GRADE PRIVATE STREET SECTION C11 NOT TO SCALE Y RIO ROAD EAST MIN. 1.5' GRADED CUR AREA MAINTENANCE �10A'��E LANE 2.5' �5.5'� T, U 5'TH �1.0' TRAVEL LANE BIKE LANE LANDSCAPE MULTI -USE PATH RIO ROAD EAST STREET SECTION NOT TO SCALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2. STREET REINFORCED TURF GEOCELL MFR DETAILS .......... ORIGINAL SLOPE SHOULD PASS - THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE SOIL FINAL SITE DEVELOPMENT PLAN RI R AD 999 O O c11 NOT TO SCALE ..-.... PRIOR TO MULCHING, LIGHTLY TAMP NOTE. Emergency access must be able to support 80,000 SOIL AROUND THE ROOT BALL IN 6" SEE TREE PLANTING DETAIL ......... ....... LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING FOR STAKING n II weather n n bs a conditions. t o s -::.'...::::::. HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO ROOT BALL MODIFIED AS SETTLE THE SOIL. '-':":.............. ALBEMARLE COUNTY VIRGINIA , REQUIRED .... ... SUBMISSION: LOOSENED SOIL. DIG AND TURN ROUND -TOPPED SOIL THE SOIIL TO REDUCE THE M 4" HIGH X 8" WIDE BERM _ COMPACTION TO THE AREA AND 2020.05.26 [INITIAL SDP] m 7" - 3000 PSI CONCRETE ' a'a , ABOVE ROOT BALL SURFACE SHALL "' .. DEPTH SHOWN. BE CENTERED ON THE DOWNHILL REVISION: 4 e a .. .4 A. SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF 2021.01.21 [FINAL SDP] °o°o°o°o°o°o°o°o° 6" - VDOT 21A BASESTONE °o°o°o°o°o°o°o°o° # PERIPHERY. LOOSENED SOIL. 2021.02.22 [ARB] 2021.04.13[ACSA] t�COMPACTED SUBGRADE 4" LAYER OF MULCH. NO MORE THAN 1" OF MUL ON TOP OF ROOT BALL. 2021.05.10[ARB] III III III III - IN. CBR=6.0 ORIGINAL GRADE 2021.05.18[FINALSDP] TO BE FIELD VERIFIED .."`" EXISTING SOIL 2021.06.28[ARB] 3 _�HEAVY DUTY SIDEWALK SECTION/ 2021.10.01 [FINAL SDP] ` 2021.11.30 [FINAL SDP] C11 NOT TO SCALE FILE NO. _I 19.006 SITE DETAILS 3X WIDEST DIMENSION OF ROOT BALL -r 6 TREE ON SLOPE @ 25% 4: 1 to 50% 2: 1 C11 Not To Scale C 11 Page 61144 September 2019 September 2019 Page 6H-15 Stationary Operation on a Shoulder (Figure TTC-4.2) Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2 NOTES Standard I. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORKAHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)1), even though only one shoulder is being closed. For operations less than 3 days In duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 1300 '-1500'for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the postedspeed limit is 45 mph or less. Optical: 3. 4. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) shall be at the following: Taper Le L Speed Limit (Mph) no Width Fast Remarks L=S%V/60 LtiS'w" L=82W/60 L=S2W/60 L=SW Speed Limit (mph) I Lana Width Fast Remarks 9 10 11 12 a 10 11 12 25 95 105 115 125 50 450 500 550 600 L=SW 30 135 150 165 180 55 495 550 605 660 L=SW 35 185 205 225 245 60 540 600 660 720 LAW 40 240 270 295 320 65 585 650 715 780 L=SW 45 405 450 495 540 70 630 700 770 840 L=SW Imlted Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 611.21 Shoulder Taper = Y. L Minimum 7. Cka elizing device spacing shall be at the following: Channalishoo Device Spachar Location Spacing Spaad Llmlt mph Speatl Llmll Location Spacing m h 0-35 36+ Location Spacing Speed Limit mph 0-35 36+ 0-35 F38+ Transition 20' 40' Travel 40' Ba 'Construction Access 1 80' 1 120' `Con- ---- access spacing may be increased to this distance, but shall not exceed one access per %mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 Page 6H48 Lane Closure Operation with Temporary Traffic Barrier t (Figure TTC-20. NOTES September 2019 Gutdrisce: 1. See Table 677-5, page 611-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) signs should be used on LtmiterFAccess Highways where there a no opportunity for disabled vehicles to pull off the roadway (see Figure 7TC-6). 3. When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side i cannot be installed 2 4. If drivers cannot see a pull%f'area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as, appropriate. 5. An emergencypulloffarea should beprovidedper Section 6G.18 and Temporary Traffic Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 7. Group 2 channelizine device spacing shall be at the following: Group 2 Channellaing Device Spacing Location Spacing p g Speed Limit (mph) Speed Lima Location Spacing (mph) Location Spacing p g 045 36+ Speed Limit (mph) 0-35 39+ 0-35 1 36+ Transition 1 20' 40' 11 Trovelway 14a 1 m' I Construction Access Bo, 1 120' Construction access spacing may be Increased to this distance, but shall not exceed one access per''/. mile. 8. For taper lengths, see TTC-19.2 9. See Table 61111-6 for barrier transition flare rate.2 When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage so needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A4 of Appendix A for clear zone values). it. When barrier end is inside the established clear zone, attenuator service Type I or Type H shall be used. Refer to L&D special design drawings. P U 8 11. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens P g g sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers and centered' in- between the barrier panels along the parallel or tangent sections' approximately 24 inches up from the roadway surface. Gn)danxt: 12. Eradication of exisdng pavement markings should beas shown in Figure T70-55. ftion: 13. 14. 1: Revision 1-4/1/2015 2: Revision 2 - 7/1/2018 Page 611-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Fl iggers re TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 35OL500' where the postedspeed limit is 45 mph or less, and 500'-800' where the posted speed limit it greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, bared on the posted speed limit and at least equal to orgreater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsightfrom the graphicflagger symbol sign to theflagger. 3. To maintain efficient trafficflow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than SOO vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 6. AO flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 611 Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 6H-61 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Orl: 8. A SLOW (W 21-V I0) sig '' may beer ggired in this area to give advance warning of the Aeration ahead by slowing approaching traffe prior to reaching the flogger station or queued traffic. Guidance: 9. If the ?ueue of tref jic reaches the BE PREPARED TO STOP (IF3-4) sign then the signs, and if used the PTRS should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56for additional information on highway -rail crossings). Standard: 11. At night, flogger stations shall be Maintained, except in emergencies (age Section 6E.08). son 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet Other. 13. Fm low -volume situations with shortwmk zones on straightroadways where the flogger is visible m road Standard:) 14. When used', three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. I: Revision 1-4/112015 2: Revision 2-9/1,7019 September 2019 RIGHT SHOULDER CLOSED ix' ~ ROAD WORK AHEAD 1: Revision 1-4/1/2015 2: Revision 2-9IM019 G20-2 M 80' -120' ADOWVEHICLE VTMA REQUIRED IREMENT SEE NOTE 10 77 NATED FLASHING [ AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 9 SEE NOTE 6 CHANNELIZING DEVICES SPACING L SEE NOTE 7 SEE NOTE 2 W21-5aR SEE NOTE 2 *2 W21-5bR SEE NOTE W2D-1 Lane Closure Operation with Temporary Traffic Barrier r (Figure TTC-20. u z y � 6' LINE BEGINNING �gAT ANGLE BREAK aw T OF BARRIER \ w W 8" LINE a \ SEE NOTE O 300' O� MIN. �O 0 SEE NOTES 0)1. SEE NOTE 11 SEE NSEE1 I SEE NOTE 1 R4-WL KEEP LEFT SEE DOTE 1 siDxr usr y ao"D a-. SEE NOTE1 ROAD WORK i AXEAD 1: Revision 1 - 411/2015 2: Revision 2 - 7/1/2018 September 2019 t t 1 PCMS- SEE NOTE 3� Page 6H49 ROAD MOkk G20-2 oO 500. ± BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 ;I GROUP 2 CHANNELIZING DEVICES SEE NOTE 7 ERADICATE PAVE OF EXISTING PAVEMENT MARKING GUARDRAIL SEE NOTE 11 ILLUMINATED FLASHING AMBER ARROW :TYPE C SEE NOTEl,-SHOULOER TAPER OSW4-R i OPTIONAL LONG-TERM TRANSVERSE O RUMBLE STRIPS unr nos SEE NOTE 14 i xru[ W9-2L un RIDxr i� un W9-3R crosrD HEAD ROAD i WOas W20-1 HEAD Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) avGXr zoos -T avoa ar3xr avoa -'r 3NY1 3N0 anus 0 Y - CIST�03NV O1 3atld3ad --------_,- - 38 om END _ �Tmm - ADAD WORK G20-2 (V) mJ. 500 ± 1 ~R o 989 VE S31ON 33S0 50'-100, NOII N300VT3 0 0 o BUFFER SEE TABLE BM PTRS SPACING (CENTER TO CENTER) POSTEDISTATUTORY SPEED LIMIT s.40 MPH 10 FEET 41-56MPH 15 FEET s55MPH 2O FEET PTRS SEE NOTE 4 oos ROADWAY CENTER LINE PTRS j SEE NOTE 4 8 14 80'- 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 8 6 SEE .NOTE 1 SEE _ NOTE 1 W3-4 SEE SEE NOTE IO NOTE 1 W20.V26 SEE ♦ SEE NOTE NOTE 1 W20d SEE N SEE 1 Maintenace of Traffic: TTC 20.2 & 23.2 to be used during entrance installation. TTC 4.2 to be used for multi -use path installation. Virginia Department of Transportation Details 104.01 Standard Drop Inlet 12" - 24" Pipe (DI-1A) 104.09 Standard Curb Drop Inlet (DI-313) Standard Median Drop Inlet 12" to 42" 104.23 Maximum Pipe Depth (H) = 10' (DI-7) 106.01 Manhole for 12"-48" Pipe Culverts 106.04 Standard Manhole Frame & Cover 106.08 Standard Method of Shaping Manhole & Inlet Inverts 201.01 Standard 6" Curb (CG-2) 201.02 Standard 4" Curb (CG-3) 201.03 Combination 6" Curb & Gutter (CG-6) 203.04 Method of Treatment CG-12 Detectable Warning Surface 204.01 (General Notes) CG-12 Detectable Warning Surface Type 204.02 A (Perpendicular) Application CG-12 Detectable Warning Surface Type 204.03 B (Parallel) Application CG-12 Detectable Warning Surface 204.07 Method of Installing Detectable Warnings on a Radius 303.02 Asphalt Pavement Widening 506.04 Midwest Guardrail System 506.05 Midwest Guardrail System The Standard Drawings contained in the VDOT Road & Bridge Standards are signed and sealed engineering drawings that are copyrighted materials of VDOT and the Commonwealth of Virginia. VDOT's policy is to offer the Standard Drawings in a secure electronic format and each Standard is available on this website. http://www. vi rg in iadot. org/business/locdes/vd ot_road_and_bridge_standards. asp SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 2021.04.13 [ACSA] 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] 2021.06.28 [ARB] 2021.10.01 [FINAL SDP] 2021.11.30 [FINAL SDP] FILE NO. 19.006 MAINTENANCE OF TRAFFIC & VDOT DETAILS 1: Revision 1-4/1/2015 2: Revision 2-9/1/2019 C12