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HomeMy WebLinkAboutARB202100027 Plan - Revision 2021-02-22FINAL 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 x m SPOT ELEVATION 311.5 TO x x TOP OF CURB ELEVATION 311.5 TW x z TOP OF WALL ELEVATION 311.5 BW x >2� 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 I CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL 0 CONCRETE RIPRAP --------------------------------------- ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m 0 GUY WIRE oHu onu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET Q 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 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 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. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, March 20, 2019. Two (2) foot contours provided by: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 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. ITE Trip Generation AM PM Daily Use Description ITE Qty In I Out I Total In Out Total Total Single Family Detached 210 1 11 3 8 11 8 5 13 136 AM PM Daily Use Description ITE Qty In EOut Total In I Out Total Total Multifamily (Low -Rise) 220 1 10 2 5 7 5 3 8 35 EXISTING USE Vacant Land PROPOSED USE Residential, Gross residential density: 13 du/ac 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.) PARKING SCHEDULE Block 1 (Mixed Use) Multifamily units (Single -Family Attached): 2 or more bedrooms, 2 spaces per unit, 7 units total = 14 spaces required = 14 spaces provided Multifamily units: 1 bedroom, 1.5 spaces per unit, 7 units total = 11 spaces required = 11 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 47 spaces required, maximum of 20% provided, 56 spaces provided LANDSCAPE Landscape shall comply with Section 18.32.7.9 of the Albemarle County Zoning Ordinance. 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, 10,491 SF provided. Block 2: 8,276 SF required, 9,731 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 A117.1-09. 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 pad 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. 999 RIO ROAD SDP Number Pending TAX MAP 61, PARCEL 154B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' Schoolhouse Thrift Shop Oy,�cetn Gulf Q Auto and Truck Doctor �,emmm m Q Car Lovers Rio 0 �4 .:, ,a covenant i Q RIO ROAD E a SITE City Church (Central) e3 d a CATEC Q ¢ ,Mwor»Nr � �mw � l d � yohnW den,, P .fly tli SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 UTILITY PLAN C5 OFF -SITE SEWER CONNECTION C6 UTILITY PROFILES C7 GRADING PLAN C8 AMENITY & LANDSCAPE PLAN C9 SITE, VDOT & ACSA DETAILS C10 SITE, VDOT & ACSA DETAILS C11 ACSA DETAILS C12 MAINTENANCE OF TRAFFIC IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 00 L T H pF� o G U TTTSTThis�VHTMP Y 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 [ARBI FILE NO. COVER 19.006 C1 I �II I' o 24,.,,,_ I� 1 `I \�� \\\ \\ \ \ �\ \�\ \ / BU1\DING TO BE REM ao TMP 61-155 CHURCH OF GOD; EDGAR WAYNE ROBERTS; PETER CEFARATTI 8 REGINALD GATLING TRUSTEES 7004,1 DB 5134 PG 222 ZONE: COMMERCIAL OFFICE USE: PUBLIC 6.91 AC SDMH/, v WMH 15' DI-3B FH W W.� 0WV4—W. W WJX W W �W W —W —W —W :—W W, W -W —W -W - ROW DEDICATION: aw _ a' --- 3,082 SF - a BELVEDERE BLVD. a VARIABLE WIDTH R/W DB 3772 P 307' TO RIO ROAD RICK FACIN G -15' DI-3B-WALL `.: 5.00' CUR ..: INV. 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LOCATION -.& OVERLA _2-- �� OF EDGE OF EXISTING wL1 230 SF PER WP / MULTIUSE PATH TELEPHONE 185' TO ENTRANCE 2 / // /5.00' BOX UG ' ' N PLj MOSS\USE P AjN - - - 5• PSP i 20 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 11412SF 1,277SF 1,334SF 1,397SF 1,406SF 1,800SF FFE 478.5 FFE 478.5 FFE 478.5 FFE 478.5 FFE 477.5 FFE 477.5 LOT 8-13 AFFORDABLE ATTACHED UNITS NEW 30' 1,�-ACSA ES VARIABLE WIDTH R/W LL L=L=L,LL �., STORMWATER LLL a .I DB 3772 PG 366 W - I • .MANAGEMENT ESMT 14.00' — — — ZE 7.00'i— ROW DEDICATION 98 SF- Q ~ �� N N I I 12.73' 20.00' ° H 14. DO' I M I 1 �9 710.00, a D I II 5.4- ' Q A� IP EW 20' 0 uj ACS ESMT - a I uj J CG-2 ox2o'. • CONQ: II O I DIJMPSTE PAD. - - BE CHMA K ° N 39.0838. 8 ,.i ..—..—. .. .._.._. Q —.. ..—.._. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH �O u JU' HIMP a IT 45183 K' SIONAL E�Ole 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 [ARBI 9Ima►[el SITE PLAN 19.006 C 3 62F-El 1 m TMP 52F-El ROBERT HAUSER HOMES INC C/O STONEHAUS DB 4717 PG 703 ZONE: R4 RESIDENTIAL USE: FOREST 1.20 AC ARDRAIL S RIDGE 20 40 \.60 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH �O u JU' HIMP a IT 45183 K' SIONAL E�Ole 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 [ARBI 9Ima►[el SITE PLAN 19.006 C 3 EV I x I x °° i v I d° I LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 �' - 888SF 891SF 892SF 896SF 899SF 901SF 903SF x x . 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N 6 NE MH 1 —..— —.. .. — d I pa LOT 14 LOT 15 LOT 16 LOT 17 2,111SF 2,098SF 1,970SF 2,106SF FFE 480 FFE 479.5 FFE FFE 479.5 479.5 LOT 14-18 _ SFD - - BE CHMA K I - N 39 0838. 8 .• EW 6' �5 L...—..—. .. ..—..—. Q —.. ..—..—. E 114 3633.21 I 1-38 ELE -468. 6 -- IRON ACK W D D TI ATCHLIN 5 TMP 62F2-E2 1 _ UTILITYEX.- VARIABLE WIDTH y .-POLE - -DB 4830 PG.- 20 l ACSA UTILITY-ESMT ----- - -- BENCHMARK N- E-11493847.99 Soo `®; NAIL TMP 62F2—X gpyV DUNLORA V LLC TMP 62F2—A DB 4717 PG 703 I I I SHEPHERDS RIDGE AT ZONE: R4 RESIDENTIAL I TMP 62F2—B I I DUNLORA COMMUNITY USE: UNASSIGNED SHEPHERDS RIDGE AT DUNLORA FOWLER GE ASSOCIATION INC I 0.10 AC COMMUNITY ASSOCIATION INC jj I DB 5202 PG 778 COURT 9' R/W ZONE: R4 RESIDENTIAL DB 5202 PG 778 DB 4 9. PG 15 I ZONE: / USE: UNASSIGNED R4 RESIDENTIAL 0.30 AC USE: UNASSIGNED I 0.61 AC n I � I I 1 I.00I I -- -- J 8 C3 °' MH-1 LOT 18 2,410SF FFE 478 62F—El 1 TMP 62F—El ROBERT HAUSER HOMES INC C/0 STONEHAUS DB 4717 PG 703 ZONE: R4 RESIDENTIAL USE: FOREST 1.20 AC I I A \ NEW I m S RIDGE 20 40 \ .60 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 LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o—, �O to u JUSx11P a tie. 45183 J, �Ilk, ;�1'YIONAL 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 [ARBI 9Ima►[el UTILITY PLAN 19.006 C4 490 AO CO 485 480 475 470 465 460 455 4 Pi �,� Ef11�t3S��.1• 01 —��-- 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' 62 490 81 485 480 475 470 465 460 0] n ao 0 7 00 0 N O > 0 �00 O o 3 no 0 H — N r Z�w wa¢ Z NE uj RADE MC-3500 5r6.13LF--- 15 H CHAMBERS I V=465.30 N n n o z 490 485 480 475 470 465 460 455 455 9+50 10+00 10+50 11+00 4 STORM SEWER PROFILE B1-B2 C6 HORZ: 1"-30' VERT: 1 "=10' 1A 490 485 480 = X W 475 r well N O of 465 a H 0 O 460 > z n 490 485 480 475 470 465 460 455 450 490 Al A2 485 480 475 470 465 460 455 A3 ME �ISIM - �lii ' �111� 11+50 12+00 12+50 9+50 10+00 10+50 11+00 — 11+50 2 STORM SEWER PROFILE Al-A3 C6 HORZ: 1"-30' VERT: 1 "=10' 490 C1 C2 485 480 475 470 465 460 455 C4 rn x o� N N vjN r O+ NEW RADE o DE rn zH N ____________________ -- I IT _-------- _ ---- - W " HDPE 15FROM C2A 1411 --- -- w 0 __ =Am7m= GRADE --' _ -HDPEmm mm 0 o N O 0 - n n - > _ z — z — >_ 9+50 16+00 10+50 11+00 5 STORM SEWER PROFILE Al A-A1 B C6 HORZ: 1"-30' VERT: 1 "=10' n 11 +50 4A 12+00 12+50 490 485 480 475 470 465 460 455 13+00 480 475 470 465 460 455 450 12+50 9+50 10+00 10+50 3 STORM SEWER PROFILE Al A -Al B C6 HORZ: 1"-30' VERT: 1"=10' 490 485 480 475 470 460 455 490 485 480 475 470 465 460 w z J w APPROX. ~ LOCATION OF 3: ro THE EX. 18" DI ocq WATERLINE. `O TEST PITS TO m g BE CONDUCTED 0 FOR EXACT N LOCATION. 0 0 X Elf W U A1A A1B 480 475 470 465 460 455 450 CC wI /♦' •emu ���� (C2A w N -O O H� n - W co ¢ cn — rn x 0 z g�� N_ mv) N 0 wo z NNF � n w HOPE T n O n z O ZK 6 STORM SEWER PROFILE 02-02A C6 HORZ: 1"-30' VERT: 1 "=10' 5A n m �o O 0 - N M N m o roo GRADF n N IFX- xwo� m ¢ GRADE a¢ -------------- ----_ FE PIPE-- --- ------ — -, ---- - --- BE PLACED ------- ------- — — — ------ _ 2 — ---- _ N ----- ----- N IN -- _ z w d W W o c� — - zro z_ o z _ V) n U1 U) > _ N 0 - 0 _ _ w - o U~i U a 0 U x n — TJ10+00 485 480 475 470 465 460 10+50 11 +00 SANITARY SEWER PROFILE 1 A-5A C6 HORZ: 1"=30' VERT: 1 "=10' 11+50 12+00 12+50 13+00 13+50 14+00 �C7I F>1 - �I�©F.i ' 10+50 11+00 11 +50 12+00 12+50 111416161' 485 480 475 470 465 460 4 5 14+00 4A o 4B n 485 480 475 470 465 460 455 14+50 15+00 15+50 16+00 16+50 17+00 10+00 10+50 11+00 8 SANITARY SEWER PROFILE 4A-4B C6 HORZ: 1"=30' VERT: 1 "=10' 490 485 480 475 470 465 460 490 485 480 475 470 465 460 455 x 480 w z 475 470 m n 4650 > Z 460 455 w o n _ o a� oN GRADE-- F0 --46 651 F _ 8° o a EX. GRADE z > SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH �O �xv �I P U JUST]HIMa licVF183 �SIONAL V, 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] UTILITY PROFILES M• I 9 WTER MAIN PROFILE C6 HORZ: 1"=30' C6_ VERT: 1 "=10' ---------------- HELVEDERE BLVD. VARIABLE WIDTH R/W — rEPH9NE� 600 DID3772 PG 366 , , __SOX G 7 I LOT 8� 1,412SF II LOT 9 q,277SF L0�10 1,334SF LOT 11 1,397SF LOT 12 1,406SF LLO0T 13 AOOSF FFE/478.5 FfE 478.5 FFE 478.5 FFE 478.5 FFE 477.5 FFE 477.5 9 �� LOT 8-13 \ AFFORDABLE ATTACHED / \ \ UNITS f%�\I//: ;ice _ai►�� , IL - - - - - - - f^ A -� , �Y Al, 1 FIN —� 40 all 4 Rio ROAD EA I/ �m .►I_rl�� _,� _,.�. 0 MAI0II OEM C Ir 76 4 1.4 78'%a. I LOT 14 LOT 15 LOT 16 LOT 17 ) B ILO18 2,098SF ,106SF 0SF2,111SF 2F41,970SF / 480 FFE . FFE FFE ./ �FFE 478 LOT14-18 479.5 / SFD I / a 76'a / "\ / / � / 62F-El 1 m l SHIMP/ � l / TMP 62F-El ENGINEERING / I LAND PLANNING -PROJECT MANAGEMENT / R/OBERT HAUSER HOMES INC C/O STONEHAUS / DB 4717 PC 703 912 E. HIGH ST. 434.227.5140 /ZOPE: R4 RESIDENTIAL CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / USE: FOREST 1.20 AC / v JUSTT 1R3 HIMP a 45 183 / ALL HEIGHT/4 w / Or � / 'sF G SSIONAL E� l l i / l l FINAL SITE DEVELOPMENT PLAN / �C* 999 RIO ROAD F HEIGHT 6' S RIDGE 20 40 \ .60 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 [INITIAL SDP] REVISION: 2021.01.21 [FINAL SDP] 2021.02.22 [ARB] 911111110161 GRADING PLAN 19.006 C7 BEN N-391 E-114 ELOFIRON � 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 TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING 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 TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT 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. SHRUB PLANTING — SECTION Not To Scale SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SO. 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. 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 I- I— 3X ROOTBALL DIAMETER DIM. 2 TREE PLANTING DETAIL C8 Not To Scale SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF ON TOP OF ROOT FINISHED GRADE EXISTING GRADE 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 OQP Large Deciduous Tree Quercus phellos Willow Oak 2.5" 5 31 370 1850 AlKla Large Deciduous Tree Ulmus americans 'Princeton' American Elm 'Princeton' 2.5" 4 25 397 1588 Large Deciduous Tree Celtis x occidentalis Hackberry 2.5" 6 30 572 3432 OAF Large Deciduous Tree Acer rubrum "Armstrong" "Armstrong" Red Maple 2.5" 3 30 44 132 O Glb Large Deciduous Tree Ginkgo biloba 'Princeton "Princeton Sentry" 2.5" 5 25 20 100 Sentry" Ginkgo Si Medium Deciduous Tree Sophora japonica 'Regent" "Regent" Scholartree 2.5" 7 28 394 2758 Ornamental Tree Magnolia x soulangiano Saucer Magnolia 6-8' Ht. 3 10 145 435 Semi —Evergreen Shrub Viburnum x utile Conoy' "Conoy" Viburnum 24" Ht. 23 4 18 414 TOTAL SF: 10295 -SCREENING TO BE PROVIDED IN ACCORDANCE WITH CODE OF DEVELOPMENT 20 0 20 40 60 Scale: 1 3X WIDEST DIMENSION OF ROOT BALL LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 15% CANOPY REQUIRED SITE AREA: 1.918 AC (83,548 SF) 83,548 SF x 15% = 12,532 SF CANOPY REQUIRED: 12,532 SF CANOPY PROVIDED: 10,295 SF* *ADDITIONAL PLANTINGS TO BE PROVIDED FOR SCREENING PURPOSES AND SHALL CONTRIBUTE TO TOTAL SITE CANOPY. SEE NOTE REGARDING SCREENING BELOW. REQUIRED CANOPY TO BE PROVIDED PRIOR TO FINAL SITE PLAN APPROVAL. ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) — 35' O.C. WITH INTERSPERSED ORNAMENTAL TREES, 125 LF OF FRONTAGE REQUIRED: 3 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES W/ 3 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 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 48 PARKING SPACES PROVIDED RED: 5 LARGE SHADE TREES PROVIDED: 5 LARGE SHADE TREES INTERIOR PEDESTRIAN WAYS: MEDIUM SHADE TREES (2.5" CAL.) — 25' O.C. PROVIDED: 15 LARGE SHADE TREES SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH THE CODE OF DEVELOPMENT; SUCH SCREENING WILL BE SHOWN ON THE FINAL SITE PLAN FOLLOWING THE PROCEDURES OUTLINED IN THE CODE OF DEVELOPMENT 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. ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL TREE ON SLOPE @ 25% (4: 1)to 50% (2: 1) Not To Scale Block 1 Amenity: Multiuse Path 3,599 SF Dog Park 1,120 SF Courtyard + 5,772 SF Provided: 10,491 SF Required: 8,364 SF Block 2 Amenity: Multiuse Path 1,476 SF Central Greenspoce 6,485 SF Sitting Garden 615 SF Pavilion/Seating + 1,155 SF Provided: 9,731 SF Required: 8,276 SF SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ���p,LTH ()�� U JUS �HI1P a I. 45183 4� K' SIONAL E�Mlroo �� 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 [ARBI 9I111IN►[6l 19.006 AMENITY & LANDSCAPE PLAN m 7,121 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL 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 T_�ACSA: SEWER PIPE INSTALLATION (TYPSEWER PIPE INSTALLATION (TYP.) C9 NOT TO SCALE I I I OtD TO BE AS I yy0E A, y STREET APPROACH SAME SURFACING I GENERAL NOTES AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON RM51 7J{ C C 1 _ I t. WHEN M-r 5 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED N ACODRDW C� WRN T (SHOWS TO BE AS AMPTO PoLICY /ID THE APPLICABLE REWEETENTS / RADIAL COMBINATION N SHOWN ON PLANS) CURB AND OF THE VDOT ROAD DSDN MAWAL EXCLUDING SENT DISTANCE BEOIMIElE1MI5. / CF6, I) THE 2. WHEN THE ENTRANCE SALON CANNOT ANTICIPATED WAVY TLENLIG IEOUEMENiS OF ANTALK HEAVY TRUCK MMFD THE DEPTH FOR SIDEWALK CURB REPS fHE $DEWALN (SEE NOTE 2) I6. I AL WITHIN LIMITS D THE RMISMpLLp BE L NCIEASED TOLK-� 3. WHEN USED N CONJUNCTION'MH STANDARD CO-3 I OR W-] THE CURB FACE ON TINS STANDARD IS TO TO TIE ENPMSIDx JONi EXPANSION 'a JOINT BE ADJUSTED MATCH MMNTABLE DIED CONFDURAMN. 4. SEE STANDARD M-Q FOR CUR RAP DESIGN TO BE NOTE; WIDTH -B" 2•3- OR AS "' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A -I USED MH THIS STANDARD. 5. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PLAN VIEW PORTION OF GUTTER TO PRECLUDE PODNG OF WATER. ENTRANCE NOTES 4AVLLE ROADWAY SLOPE 6. RAPS /ALE TO RDICATE WHEN CONSTRUCTXN OF A FLOW W PARABDIC OIRNE LIE 5 RI ED TO PROVIDE POSITIVE MARRIAGE ACROSS OP75- ex MAIN SLOPE CHANCE ® - - D THE ENTRANCE. ]. MA LW PAVEMENT SHALL eE CONSTRUCTED TO THE RAW LEE (EXCEPT MY SUGGRADE STABILIZATION - - - _ - - - _ - QUOTED FOR YANLEE PAVEMENT WN(N CAN BE e% MM. p OWTTED N THE ENTRANCE., SLOPE CHARGE ® _ _ e. RADIAL CUR OR COMBINATION CURB AND GUTTER D THE R/W LONE EXCEPT FOR REPLLACEM�ENT PURPOSES. 20• WADY FOR 9. THE DESIRABLE AND MA%RAM ENTRANCE GRADE WAGES COMMERCIAL ENHANCE TABLE.ELISTED IN TIEM VALUES ARE NOT APBLE "ASIEEE TO STREET CONNECTIONS. M CONSTRUCT GAME CHANGES WITH A PARABOLIC CURVE. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B ENTRANCE VOLUME GRADE ' CHANCE I' DIMMABLE MAX%AM HIGH YORE TRAM 1500 VPo 0 % ] % wramA I 500-IE4D VPo s 3 % 6 % LOW I LEW THAN No VPD 96% B% 'M• 'L' 'M' NOTE. ALLOWABLE ENTRANCE MADE TABLE 5 NOT CLASSIN .M. .M. w •4 .• MPLDMIE TO STREET COIWECTINS CONCRETE SECTION C-C e1 METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS as ANDIRGWIACOMMERCIALHENTRANCESVDEPARTMENT OF 2VDOT: METHOD OF TREATMENT C9 NOT TO SCALE Ya SECTION CAST IRON STm NOTES ) m LUGS TO BE 1-3' L 2V]" a 24/R" . I/� CAST W-4" LONG I' pPANS. FOR DEPTHTH OF GREA) TO BE SHOWN ON TERGREA R THAN 'USE 4A A COLLART- STANDARD WA OPTIONAL c' , MAKE RIBS 1 Owl CAST GALV. NON STEEL 66 ± 3 LIDS 43.6 LIDS PICLWRIG INCIIANf LUGS ONNECT 2. THE "M' DIMENSION SHOWN ON TIE ND STAARDS AND SPECIFIEDON THE SANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFKL PPE TO THE TOP OF THE JOINT STRUCTURE. RAN 'NI'• DIMENSIONS .111E MI(M PROATE ONE FOR ESTIMATING WEND ALL PURPOSES AND THE ACTUAL DNW NSONS CONECTORS SMALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE RAPS THE INVERT 5 TO BE SHAPED N ACCORDANCE WITH STANDARD 5-1. THE COST OF FURNISHING AND RANG Al MATERIALS INCIDENTAL TO THE SHARING IS TO BE NMIDED N THE BID PRIME FOR THE PLAN '/I" v r/i' • 4"_/Vi' n 4" STRUCTURE. (ORATE REMOVED) L"US CONNECTORS EC � UD SHEAR -+ 4. N THE EVENT ME WERT OF THE } y5EBE OJTTALL PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. THE INVERT OETNL A SHAPED OF THE STRUCTUREONDI WITH CEMENT MORTAR TO PREVENT G SECTION B-B OF A STANDINIG ON PODNS of WATER IN THE COLLAR DETAIL MICRON* AAN RASED AND PLARE. THE COST M NRND N T TOO AE HSHAPED ISTTO BE INCLUDE D 21 IN THE DID PRICE FOR THE STRUCTURE. NS FOR ppMp Np .WASTE GRANS TO WATERWAYS CAST ON ONLY 5. STEPS ARE TO BE PROVIDED WHEN N IS 4'-0" OR GREATER. FOR DETAILS SEE srANOARo sr-L DETAIL B DETAIL A 6. AEI MAY BE PRECAST OR CMT- 4•-2" HARDWARE 2 6'. ). •4 X W' SMOOTH DOWELS AT SEE B APPROMATELY 12" C-C TO SEDTIL y IN A IDEAS ADJACENT IN TO SLED TO AB G PRr CONCRETE TO PREVENT IBB L)B OR %TTLEMENT. IN LIEU OF DOWELS RB s 6" WIDTH �� Q� AY SE A 2"X4- NOTCH MAYBE PROVIDES. i. SEE STANDARD i FOR D, COLLAR _ 3" DIAMETER ALTERNATE DESKN. C9 iN 511U NDTE'Ee S. rHARDWAERPE PLASSTIICC CLOTH vi' NEW OR GALVANIZED STEEL WEE. MINIMUM 12"-5"-18" ON 24" CLOTH N"MLON ain in HARDWARE CLOTH ANCHORED FIIRY����� - n nA rn D . p .G T� SEEE -T 1 IIETII1IIII IIETILEIIII� IIETII1IIII������0 1 9. TO THE OUTSIDE OF THE STRUCTURE. CAST N RACE CONCRETE 5 TO BE CLASS M 13M PSI. PRECAST A D, OETAL B '15-�'L- CONCRETES TO BE 4000 FOR. 1/i' SECTION A -A ""I L Y' r ^�I- -�I- 1' =�� _ Z" � "� TO. MY ALTERNATE METHODS OF ANC4CMAU MEETING THE APPROVAL OF THE DERIDER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST INN t2" CONCRETE PIPE - L528 CVD. CONCRETE tY• CONCRETE PPE - 1.528 Cu. YD. CONCRETE I/.' NiR CAST l WEIGHT Y� CAST IRON U. LUGS AS SHOWN HEREON. DUMP WASTE DRAINS TO WATERWAY B" CONCRETE PPE - 1.620 M. CONCRETE GRATC J63 _ ICI U15 RE ET ALL q-1 LETTERING 5 CONCRETE RIPE - LBRT CO YD, CONCRETE SECTION C-C SECTION D-D TIO OF MANUFACTURER LETTERING MAY VARY MUITE BYLOCATION ADD AAD°DDITIONAL FOOTOFDEPTH. GRATE DETAIL STANDARD DROP INLET sW' 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 R 104.01 VIRGINIA DEPARTMENT OF TRANSPCNATIDN J02 B-1 < STEPS MOPING WI MANTLE AND (HET INVERTS IN ACCORDANCE WITH THIS LAMS OR 5 TO MIRY TO THOSE SMOVE TIN SPECIFIED ON PLANS OR WHERE INVERT Q PIPE IS ABOVE INVERT OF STRUCTURE. t MANHOLE OR DROP INLET IS TO BE FORMED AND WHSTRIGTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPEC DRAWING. THE INVERT SHAPED AS DETAILED WIEON 5 TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS M OR CLASS Cl. EXCEPT THAT 2W OF COMM AGGREGATE WAY BE U• TO 4- IN DIAMETER AND CONSIST OF STORE, BROKEN DOCK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. HE SURFACE SHALL BE LEFT SMOOTH BY LEANS OF HAND TROWELLING. NOW OF THE COMM AGGREGATE SHALL REMAIN EXPOSED SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO III OF OUTLET PIPE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - [ - • : I PURPOSES ONLY. EACH MANHOLE OR DROP (NET 5 TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVMT STANDARD METHOD OF SHAPING sISIFECATI BOAT AND BRIDGE STMEMOS REFERENC MEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.08 NRCJBA ONP/NTNHIT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING 4 MANHOLE & INLET INVERTS C9 NOT TO SCALE DI-]. TA]B DETAILS OF CONCRETE COVER AND GRATE f B 2• DIAMETER IR B BAR L W.68 LOB0 DETAILS OF GUTTER AND 7. OR W.N BELEr SHED BM a z65 NOTES METHOD OF PLACEMENT LBS./FT., (ASH ALB. GRADE BO. 1. GRATE A 5 TO BE UTLIMD N -GRATE A LOCATIONS NOT NORMALLY NOTES J SUBJECT TO HAFIC. 2. GRATE B IS TO BE UTILIZED N 1. DI-) NO GUTTERS. LOCATIONS NORMALLY DI -)A NO CUTTER IN ONE DIRECTION. SUBJECT TO TRAFFIC. DI-)B GUTTER IN BOTH DIRECTIONS. A 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER 1 J. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH S.10 W X 8" 0H JI /=, % 4„ L2"%Y'%j'j' GRATE (GRATE B),ME T-D-)• RODS L APPROX.W C-C TO PREVENT' SETTLE - STUD MEAN L21/i"X2Vyw/1• SHEET D3.08. ME TINE LLIEU OF DOWELS A 2" % 4' NOTCH MAY ° CONNECTOR DETAIL A 4. CONCRETE COVER AND GRATE BEE STANDARD T-01-3, 4 ALTERNATE DESIGN. ME TO SE FURNISHED AS A pRq,E ,ypE SINOLE UNIT. OUTSIDE 3. VARIABLE 2-1 OR FLATTER �B I OR II I5X5'-0" BARS GIND SIC OF RATE TO PLAN VIEW (FROM SANS (12 REBE MA7FE A] O'D.) N OR 3=4" % 2=RJ" (GRATE B). 4. DITCH GRADE MUST BE ADJUSTED TO MEET DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAIL ' . S. ALTERNATE METHODS OF SECTION. _ ANCHORING ANGLE (NON WBL BE 5. F DEPTH (D BECOMES LESS THEN 4" LENGTH ACCEPTABLE IF APPROVED BY THE OF WINGS ME TO BE EXTENDED AS dIRECTED SECTION A -A 3V" I " ENGINEER. BY THE EXGMEER. SECTION B- 6. GRATE AND CWLM ARE TO BE GALVANIZED. CURTAIN WALL TO BE LOCATED AT HE END OF CRATE A, GALV'ZED. THE PAVED DITCH SECTIONS OF THE U-TA L BAR SPACING CHART ). CONCRETE COVER MAY BE MANAGE. NE NOT ABUTTED BY OTHER APPROXIMATE QUANTITIES ATE p PRECAST OR CART N PLACE. CONCRETE RDNFONCING TYPE q D B. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO MAT TO ALLOW CLASS P3 STEEL IN PLACE. 4000 M IF PRECAST. FOR ADJUSTED CRATE TO ELET A SPECIAL Od23 C. Y. 63 LIDS. 3' S GUTTER DETAIL WELL BE REOUIRCD M PLANS. = 1•I T 9. GDIRAIEFLB B TO BE PARALLEL TO CH n JM i i 2-0 D� SECTION A -A SEE NOTE NOTE lSEE NOTE 3 5"'.T 2T NOTE BOTH SLOPES FLAT ONE STEER ROPE A ONE INTERIM ATE SLOPE L - OTCH NET \ 2,roa _ INLET CIAO( LP BERM ITCH GUTTER GRADE TO BE PROVIDED J I _ p I = ADJUSTED TO MEET AS DIRECTED BY HE " 1 'T INLET ELEVATION MOWER (IqA qlY). TYPICAL ELEVATION sEP NOTE 3 sFE N0� �f NOI�LCIT,W"AN DE SEE TE 4 SEE NOTE 3 ,1 OR RgTTM ONE STEEP SLOPE -ONE MT SLOPE BOTH SLOPES STEEP APPROXIMATE OUMTITY FOR ONE CURTAIN WALL, LONGITUDE& SECTION MEASURED FROM BOTTOM OF BUFFER IWIEN FEET 5 LOCATED ABOVE NORMAL ITCH GRME) CONCRETE CLASS N 0.24101 YDS. SEE NOTE e. `VD0 r SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE MEET 2 OF J REVISION DATE 12" TO 42" PIPE 241 IOI.T3 VEQLA DEPARTMENT OF TRANSPORTATION 503 MPRO%MATE WANTITIEB CONCRETE Oa8 CLASS u (M. Y05.) NONE 1.211 2148 �VDOT: STD. MEDIAN DROP INLET (DI-7) C9 NOT TO SCALE * COVER A T- ❑ ❑ (]� CONDITIONS A ;❑❑❑❑ ❑❑❑1) A ❑❑ Eo. ❑❑ 11 LETTERING 1 ❑ ❑ H OPTIONAL 1 ❑ ❑ ❑ ❑ ❑ ❑% f ❑❑ ❑❑❑ / � Nlt ❑ Q MPRRVERK'WHINY N LOS . r� PLAN TOP Ll SECTION A -A I I%- YMA4ME0 24'A" DIAL r COVER B 22)"Du - TRAFFIC Q ❑ -_ CONDITIONS MACHINED AKL�.❑❑�Q❑1'`L A n n A• T 'Yi. R F❑ T❑'1�.bM' L I❑'1 Q It A y 20" dA TL•.-JI YAT J 1 UTTERING 1\ / LJ 1 L S4" DM ❑ i� LJI IJ 130, N"OA A� ❑❑IO❑ / �• APFRO%. WDGIT r RIi ❑: D D - AVER M LIDS. ± It '-- FRAME TOP OTHER COVER A OR B MAY BE USED WIN FRAME. APPROX WEIGHT 2Y' OM 1.* COVER 170 LIDS. ± x N MACMED SECTION A -A SHEET 4 OF s BOBf[ STANDARD MANHOLE FRAME HAND COVER 22♦ Spy VIRGINIA DEPARTMENT O" HANS'ORTATION REV. )/02 tTe.a 6 VDOT: STD MH FRAME & COVER C9 NOT TO SCALE DG-L NOTES: 1. MS ITEM MAY BE PRECAST OR CAST N PUCE. L CONCRETE TO BE CLASS AT IF CAST N RACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB IY CUTTER HAVING A RADIUS OF 300 FEEL OR LESS (ALONG FACE OF CURB)SHALL SE PM FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STPMLIM OPEN -GRADED MAIMS LAYSEyR. THE BOTTOM OF TIE MRS TO THE POPE 6� SUBBASE COUTRSES �'�'EL AND TO TIE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF M-6 IS BASED ON ROADWAY CLASSIFICATION AND DSIGN SPEED AN N APPENDIX PI% A /^_I �2° R OF THE VOOT ROAD DESIGN MANUAL. e'• ' r•:r ,- AG AG AG AG AD' A� ---2 _ THE BOTTOM OF TIE CURB NA GUTTER MAY BE CONSTRUCTED I SLOPE PARASUBBASELCO OVIDED U- B• IBEB A MINIMUM DEPTH OF T' N 5 MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR V COMBINATION 6" CURB & GUTTER REV. 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 VDOT: CG-6 NUI IU KALE DI-3A SO 3C EXPANSION KEYED EXPANSION JOINT 3'-10" FOR OETALS ON INLET JdNT COAST, BARS = APPROACH FRME L COVER BACK OF SIDEWALK s JgNT P fGUTTER SEE STANDARD IC-2. " BARS G BM G wMpEI� 4•• •• 2" :� ro� GUTTER 2 BARS F BARES o w BM C2„ B>T SUBBASE y = a _HADHARE CLOTttIIIIIIIIIIIIIIIIIIIII�o Nt !7_ SF SEE NOTHOLE, 0 ���ti� MI_ ������-�------------------•��j� �asm I . 3._p.. I I- s•MIN. PLAN SECTION A -A MIN 1 MAX. R- A L-VARIABLE - MM. 20' (' KEYED COAST. JOINT PUMPED E y'.p" 8. 2`6" B.. 3..p.. 2" GUTTER B Z BARS A WITTERR H a N W ______ 1_ _______ _ ... 1•' BARS G BAF BINS E LAB M , I 3" DIAMETER - BARS E *3"WEEP HOLE FRONT ELEVATION eMs F B" T-e" a" Burs B - - - - - (GUTTER REMOVED) /• S. sxyN" BENT RATE SECTION B-B TYPE a NOSE DETAIL MN L SHBE USED WITH CO-3 L CC-7 S}ODE. R L2' "X2' '•XI " / GALVANIZEaD TYPE B NOW OETAL SHALL BE USED WITH CC-2 &COB STANDARDS, TYPE A TYPE B TO X 6" STW 5CONNECTOR WELDED GALVANIZER PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON ATT 2- 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH Vp' x 4" STUD SHEAR NOSE DETAILS AT GELDED TO BENT PLATE AT YC-C, 2" PIP PAVEMENT 01-3A �L ,� DI-36 L 01-3C -WARPED PAVEMENT � 1 01 DETAIL WHEN USED z FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROM AND BRIDGE STANDARDS SHEET I OF z REN90H DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) - 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CO-3 ::8:�)VDOT: STD CURB DROP INLET (DI-3B C9 NOT TO SCALE D 2 R GA r' D. .. , D , : SUFAD = AA . . .e,.o.. BASE .A . I SUBBASE NOTES: 1. TINS ITEM MAY BEPRECAT OR CMT N PLACE. L CONCRETE TO BE CLASS M F CAST N PLACE.4000 PSI F PRECAST. 3. CURS HAVING A RADIUS OF NO FEET OR LESS (ALONG FACE OF WEST WILL BE PAID FOR AS RADIAL CUR, 4. TIE OEPH OR, CUB NAY BE MINCED AS MUCH AS W (W D3'TID ON INCREASED AS MUCH AS 3- (S' DEPTH) N WEST THAT THE BOTTOM OF THE CURB WILL CONCME WAIN THE TOP OF A COARSE OF THE PAVEMENT SUBSTRUCTURE. OTHERLWSE. THE DEPTH IS TO BE B- 4 SHOWN NO /DUSTMEN IN THE PRICE BD IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 5 TO BE USED ON ROADWAYS MEETING THE fEOUIREMETITIS FOR CG-) AS SHOWN N APPENDIX A D THE VIT ROAD DSIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO E%STING BANKER CURB, THE TRANSITION IS TO BE VIDE WITHIN W OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS, �� A+ STANDARD 4" CURB SPECIFICATION REFERENCE CE ROAD AND BRIOCE STMDIWS VIRGINIA DEPARTMENT O TRANSPORTATION 1D5 502 SKEET 1 O 1 IEVISHN DATE IOL02 VDOT: CG-3 NOT TO SCALE SEE STADMAD SL-I FOR APRICA$LRY OF SAFETY SLABS. B STANDARD MH-I NOTES 1 FRAME L COVER THE TOP OF MASONRY IS TO BE LEFT L SALOW TO v PROPER STMENT I ADJUOF COVER AND FRAME TO MADE BY THBY E USE OFYORMORTAROR BRICK AS DIRECTED BY THE ENGINEER. A - DIAMETER- s'-6" (2 x WALL THCKNESM h SECTION B-B CONCRETE OR BRICK CONCRETE BLOCK ♦5- HALF PLAN VIEW B HALF SECTION A -A WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES; 1. OUANTRES SHOWN ME FOR MANHOLE WITHOUT PIPES, THE AM IMT DISPLACED BY PIPES MIST BE DEDUCTED TO OBTAIN TRUE OANTITIES. 2, ABASE THICKNESS OF 9" WAS USED IN COWUTNG CONCRETE WANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4_ MATERIALS MAY BE BRICK. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME IS TO BE 5- OTHER THICKNESSES ME TO CONFORM TO WN.L THICKNESS SHOWN FOR CONCRETE. S.ALL CONCRETE TO BE CLASS M. ). WHEN SPECIFIED ON PEAKS HE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -I. THE COST OF FURNISHING AND PLACING ALL MATERIALS NCOENTAL TO THE SHMING 15 TO BE INCLUDED IN THE BD PRICE FOR THE STRUCTURE. SPECIFIC ON NFFEREN2 MANHOLE FOR 12" - 4811 PIPE CULVERTS RGM NHIO aRISTANDARDS !02 VIRGINIA DEPARTMENT OF TRANSPORTATION REV51IX1 GATE SHEET I OF } 04120 W.01 TABLE OF QUANTITIES DEPTH BRICK MMHCLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS M. TADS ♦ 0.5.5 0J65 11,437 6 0.9 0.785 1..9W 6 0.9 0.785 1.96, ] to LO 0.7BS B 1.2 MITS 2ASS 9 1.4 0.785 2.]4] W 1.9 .] D bs 3 5 11 L9 0.970 3,455 12 2. 09]0 13 2.5 0,970 4.81] 1.1) 9 PM 2. D.wO 4.541 S 3.1 74. 16 5.265 q 4.0 . 1.1]J 1,373 8032 INCREMENT 0.45 0.582 VDOT: MH-1 DETAIL NUI IU KALE BASE summ 00-2 NOTES, L IL6 ITEM MAY: AT BE PFECMT OR CAST N RACE. I.CONCPEiE TO BE CLASS M F CAST W RICE. 4000 PM F PRECAST. 3. DM FAACCEE OF MISS' BMW SE PDPAID As RADIAL O FEET. OR � AR C. 4. THE DEPTH OF CURB MAY SE REDURCED AS MUCH AS 3. HS" DEPTH(OR INCREASED AB MUCH AS J" 121" DEPTH( N ORDER THAT THE BOTTOM O CUB WILL ODNCDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE THE DEPTH IS TO BE IS- 4 SHOGUN. NO ADJUSTMENT M THE PRICE MO 5 10 BE TIME FOR A DECREASE OR AN INCIEASE N DEPM S.CG-2 5 TO BE (BED ON ROADWAYS MEETING i1E N:OUNEMEMTS FOR M-6 AS SOWN N APETDN A OF M VDOT ROAD DESIGN MAUL. STANDARD 6" CURB 302 VRGIM DEPARTMENT IF TRANSPORTATION OR, .W/06 20LOI VDOT: CG-2 NOT TO SCALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4O 01, JUST] HIMPa lic. 54518383 K' SIGNAL 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] 9111110111►161 SITE, VDOT & ACSA DETAILS Mai 3 VDOT: STD. DROP INLET (DI-IA)C9_ C9 NOT TO SCALE 1' COMPRESSION K 3/4' MALE PIPE COUPLING DR APPROVED EQUAL O D 1' TYPE "K" SOFT COPPER FOR USE ATTACHEDSINGLEFAMILY RESUDENTAL ERCES OR MAL RESIDENµ AND IRRIGATION SERVICES. 1'XFX1' TEE (DD NOTE: ND SWEATED FlTIMES 2- DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER OD PER USE ON DETACHED SINGLE FAMILY RESDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE. 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON UD FINISHED GRADE 1Y-15 LOCKWNG METER ALL BOX 7Nl A BURET) 36' MIN, COPPERSETTER 1/8 BEND COUPLING- p LT METER k...:tt :l:k BRICK AS CORPORATION STOP . X.��u,•..;M NECESSARY SAND M OUST UNDER 4" DIAMETER DRAIN PPE, 12" " LONG STONE ROCKET, VDOT BM AND SETTER (2-INCH ij{� e':. �B.'`):j�.J MINIMUM THICKNESS) SPEC. 205. NO,57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A TD-10 1 �)ACSA: 5/8" & f WATER METER INSTALLATION C1 Q NOT TO SCALE CG-12 NCTE COMPONENTS OF CURD RAIPS CONSIST OF THE FOLLOWING; HYORNILIC CEMENT yOEWµK (DEPTH IN INCHES. AREA M SQUARE VMO51 CURB WHEN REQUIRED ICG 2 OR CG 3 IN LMM FEET) GENERAL NOTES: DETECTABLE WARNING SRPAE )AREA ANSQUIRE YARDS) 1, THE OETECIIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. BE OF THE MOVE ITEMS IS A SEPARATE PAY ITEM ARE SOLLO BE SUNMMIZED FOR EAC CURB CUT FARM 2. ALL DETECTABLE WARRING SURFACE PRODUCTS SN&L MEET THE REQUIREMENTS SgEwArt OF SECTION EGA OF THE SKCIFICA71ONS FOR CG-12 DETECTABLE WARNING SURFACE -i RAJP 12.1 MAX DETECTABLE WARNING SUFAE PflODUCTS USED SHALL BE FROM MATERIALS AaiES ♦6t MAY AIR OVID PRODUCT LIST "PARER 72. 3, SLOPING SIDES OF CUB RAMP MAY BE POURED MCK ITHC&LY WITH RAMP L_ FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED EARS 4. RED RED BARS ME TO BE NO 5 % 9" PLACED I'CENTER TO CENTER ALONG °1 BOTH SIDES OF THE RAMP FLOOR. NO DEPTH OF FAFLOOR, MINIMUM '01 MAX CONCRETE COVER Y/". 5. ROADWAY CURB A CUM AND GUTTER SLORE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ME INCLUDED IN PAYMENT FOR CURB 2 CURB AND GUTTER. PERPENDICULAR S. CUB RAMPS ARE REOUNED FM SCEWXKS AND SHARED USE PATHS THE WIDTH OF INS CURB SAM yIAL MATCH SOI WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHAPED USE PATH, THE MMMW WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. \;"y1f yygN 7. DETECTABLE WARNINGS SHALL EXTEND THE FUEL WIDTH OF THE CURB RAMP LANDING FLOM. $ 2'I MA% L2� S. CUB RAMPS TOLL BE NSTµLED AND LOCATED WITHIN PEDESTRNI CROSSWALKS ' AB SHOWN M PLAN$ OR AS DIRECTED BY THE ENCINEER.CMB RAIIPS SHOULD NOT BE LOCMEQ BEHIND VEHICLE STOP LIIES,LIGHT POLES,FNE NYMATS,ORM N_ElS, ETC TYPE B 9. RAMPS MAY BE RLACED ON RADIAL DR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPTINS 5 PLACED WITHIN THE LMTS GF IK CROSSWALK AND .A�WAp YY THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS ✓'K CAMy "yY A 0'�i AN"r/AMAKIR)Z}`�IX�4d K h'4"A�'C'�'e'1l0 PERPENDICULAR TO THE CURB. �sH yf.fiQ i! TO GEIECTMi WARNING SURFACE PANELS SHALL BE NSTAIEO FLUSH WITH iNC �, N Y1yI} 1 THE BACK OF CUB. , II. WHERE CURB RAPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 12.1.0 ; q ME STREET CONNECTIONS THE M7ECTAAE WARNING SURFACE SHALL HAVE 5• lEX k� A FKTMY RADIUS M BE FIELD-MOOPIED AS RECOMMENDED BY THE MA&FA4TURER TO MATCH THE BACK OF CURB SEE CG-12-INS PAGES 204.06. AND 20407 FOR METHODS OF NSTµWG DETECTABLE WARNINGS ON A RADIUS A. MIN T Al :M .2 NGHKR YHA) EDGE OF PAVEMENT Ark k SAE AS TOP OF CUSS TYPE C PARALLEL & PERPENDICULAR TRUNCATED (AWE .6'-2.4" C-C I 0 0 0 0 0 Z m o 0 0 o Q Q Q D Q D D � 0 0 0 0 0 a o G 0 0 a a Tr LANDING RAMP nO O O O O O 0 0 0 0 0 0 0 0 0 I b 4 Q Q Q D D Q Q Q D D D D D Q D D 0 0 0 O D 0 0 0 O 0 0 Q Q D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K- >&MOMMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARMING AT BACK OF CURB W L 09"-14" VIAVBLE FULL WIDTH OF RMNP FLOOR SEE NOTE 11 BASF p TER TRUNCATED DOME PAY LMTS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT A COPY OF THE DRUM& SEXED NU SIGNED DRAWING IS M FILE IN THE CENTRAL OFFICE. SPECIFICATION BOAR AND IXMIGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SALE+ 1 of s RII DATE (GENERAL NOTES) 105 502 20a Of 04119 VIRGINIA DEPARTMENT OF TRANSPORTATION SIR (3�VDOT: CG-12 GENERAL_ NOTES C1 C NOT TO SCALE CC 12 A PT DrOWECIC 8" LONG ER qI CEEON121 JOINT 121 MM y4' MR 124 MAX - m\ 1 WITH BUFFER STRIP y RAMP A RAP y MSEf iABLEI )SEE TABLE) TRANSITION WTTEP PAN SLOPf A TO 20'1I THROUGH RAMP LENGTH 5'WN TRNEIl10N UTTER PM' SLOPE TO 20-1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20'I 777!=17: v-o" MN � SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CIIHB R CK OF CUB 20I EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT 12 LAC14 .61Mu. 2"L SECTION A -A I.F. IAINA, DETECTABLE WMMNG SURFACE PERMISSIBLEN-K RB y CONSTRUCTION yW„ JOINT 1.R.I YMI CROSSECTION B-B NOTES: le ONE DIRECTION 1. FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE ONE DIRECTION WITH BUFFER STRIP SEE SHEET I OF 5. WITHOUT BUFFER STRIP i THE REQUIRED LENGTH OF A PARALLEL RAND IS LIMITED TO 5 FEET, REGARDLESS OF THE SLOPE. 3_ CUTTER PM SHALL DE A MAXIMUM SLOPE DE RAMP AT THE RP OPENING. 4- OHMµ PLACEMENT 15 NOT PERMITTED. 1 TYPE 8 PARALLEL APPLICATION RODWAY GRADE IN PERCENT MNWUM RAN LENGTH A EEfi aCURB I 6" CURB 04 6 1 5 1 7 2 6 B 3 e 9 s B 1 13 s 10 5 4 1 S CROSSWXI CROSS = t n n 11 II CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP `V00T I A CMY OF THE ORIGINAL SEXED AND SIGNED D"AWNG IS ON FEE N THE CEMRX OFFICE- SPECIFICATION CIS-12 DETECTABLE WARNING SURFACE REFERENCE ROAD NA BRIDGE STANDARDSI 105 SHEET 3 or 5 REVISION GATE TYPE 8 (PARALLEL) APPLICATION SnP 20!_03 0.119 I VIRGINIA DEPARTMENT OF TRANSPORTATION I MIA 5 VDOT: CG-12 TYPE B C1 O NOT TO SCALE F�=�1 EDGE OF E%LSNG PAVEMENT I I GAS DETERMINED IN FIELD) CETETTHE PROPOSED TAM JOINTO!EXISTING ASPHALT LAYERS PROPOSED ABP1&T LAYERS ETOSnNG sll®ASE PROPOSED SI.BSASE I COMPACTED MARRIAGE I CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING AWHALT LAYERS TO EXISTING SUBBASE NU REPLACE WITH PROPOSED ASHKT WIDENING LACERS ® PROPOSED MINIMUM 1(/ NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) K MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( L ASPHALT PAVEMENT WHOMMIND SMALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT ME PBOCEDIAEB AND W APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WOEMND SMALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF IXISTNG PAVEHENT. SUBSURFACE DRANAM OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SMALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LINE TO DETERMINE THE TYPE MO THICKNESS OF WSTNG PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF ly/ INCHES MID REPLACED WITH NJ ASPHALT SURFME COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE UNLESS WAVED BY TIE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE MAJSTED TO ACHIEVE AN ACCEPTABLE PAVEHENT CROSS -SLOPE AND EFFECTIVE SURFACE DRMNAM. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LNRS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE EMG 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05HR OF THE SPECIFICATIONS EXCEPT THAT ,ILL JONTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRNGMRDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTOR 315.01RIG OF THE SPECIFICATIONS. ROM MD ��� ASPHALT PAVEMENT WIDENING R"I BRIDGE sTMDARos EFEPFn.,c SHEET 1 of I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 303.02 WMNA DEPARTMENT OF TRANSPORATON VDOT: ASPHALT PAVEMENT WIDENING NOT TO SCALE ,a �W 5 DOWEL. 9" LONG 6 IT' C-C B i TRANSITION GUTTER PM SLOPE A TO 200 THROUGH RAMP LENGTH TRANSITION MITER PAN SLOPE GUTTER PAN MAXIMUM POPE 201 TO 20u THROUGH RAMP LENGTH 8. OF M 4'-O" MIP. BACK OF CGR 12q YAx. A 4811 MAN. 20'I MN_ SECTION A -A PERMISSIBLE CONSIRIICIgN ONi SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. 2, THIS NEON TO SE USED FOR CONSTROCTION THAT INCORPORATES WIDER SCEW&K LAMING A WIDE) REQUIRED Al TOP OF CUM RAMP. MINIMUM CLIMB "AMR LENGTH B FEET FOR NEW CONS+RUCRON.ALTE 3. GUTTER PAN SHL A MA%IMW SLOPE OF 200 Al THE RAMP MEMNG. ♦. DIAGONAL PLACEMENT IS NOT PERMITTED, EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT L_�Y0 U TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 71 II IL Ut I LE, I ACSLt WAF(INIII JUr, Nos TYPE A (PERPENDICULAR) APPLICATION 502 SO♦ VIRGINIA DEPARTMENT OF TRANSPORTATION �VDOT: CG-12 TYPE A C1 O /NOT TO SCALE CG-12 IRS EXAMPLE BLENDED TRANSITION NOT FOR USE N NEW CONSTRUCTION FOR RETROFIT OR µTERATKINS MY) 2-% 3'DETECTABLE CWARNING PANEL T. 3'GETECTABLE 2'. ♦'DETECTABLE WARNING PALL /_WARMING PANEL N i %_L .i, \ `FACTORY EDGE TO DASHED LINE J FACTORY EDGE ExAMPLE CUT PATTERN 243'DETECTABLE WARNING PANEL CURB XTECTMLE WARMING SURFACE WITHIN CROSSWALK (WITH BUFFER STRIP) REVISION DATE SHEET 2 OF 5 04Aq I.A oa UAORO MIM1' EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO ACTMY EDGE �2 3DE E WARNING PANEL TG PALL YP. DASHED LINE _.( PATTER WT�1 }ram` NOTES I. LOCATIONS WHERE ME MTECTMLE WARMING CANNOT SE NSTALLED MIH A MAXIMUM 2" OFFSET FROM THE BACK OF CUB SHALL HAVE A RADIUS TC MATCH RMUS OF THE CUB, DETECTABLE WARMING PANELS SRµL HAVE A FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MK IPoEh M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 2 JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES Wi VMS OF PANELS ME NOT PERMITTED TO ABUT AOJAENi PANELS, 3. AIGWENr OF OWES M ADJACENT PANELS THAT WILL BE MOGFEO TO FIT A RADIUS SHALL BE MAINTAINED WHEN FELD MODIFYING DETECTABLE WARNING PANELS. 4, DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE PURPOSES. OTHER PANEL SEES WAY BE USED IN ORDER TO MAINTAIN CONSISTENT XICNWNT OF TIE DOMES FOR EACH CUB RAMP LOCATION 5 BLENX TRANSITION OEM PAMRS AGE FOR ATERAIION VIUAREAS WHERE STANDARD DIRECTION& CUB RAMPS ARE HOT FEASIBLE DUE TO SITE CONSTRAINTS. BLENDED TRANSITION CUB RAMPS ME NOT PERMITTED FOR NEW CONSTRUCTOR PARTIAL PARTIDETECTABLE WARNING DOLES THAT ARE THE RESULT CE CUTTING PANELS SHOALS BE GROUND FLUSH WITH THE PANEL SURFACE. 7. GARS BETWEEN ADJACENT DEIECIABLE WARNING PANELS ME NDT FERRITE. B. SEE RMS PM CROSSWALK WARNINGS. TURNING AREAS. NOTE WIDTHS. MADE CHARGES" RMP CONFIGURATIONS. `VLJU I ACOPY OF THE ORIGINAL SEXED MD WALED DRAWING 15 ON FILE N THE CENTRX OFFICE SPECPKAIR:'. REFERENCE ROD AND BRINGS STANDARdy CG-12 DETECTABLE WARNING SURFACE SAE ET 2 OF 2 REMyW DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS 5D2 2O♦.0] NEW 04/19 VIflWNIA DEPARTMENT OF TRANSPORTATION 50, VDOT: CG-12 METHOD OF INSTALLATION NOT TO SCALE 1 . 4 Ad °..4 d 0000000� 00000� 0� 0000000_0_0_0_0_ 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE II II II II II II II II II I1- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED \TYPICAL SIDEWALK SECTION C1 O)NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21A BASESTONE ;OMPACTED SUBGRADE 8 )TYPICAL PAVEMENT SECTION 1 Q NOT TO SCALE 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. -r.. ""IRE REINFORCING OR #4 BARS AT 12" O.C. OD OD OD OD OD OD OD ODIC II II I II II I 4 COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED ATYPICAL DUMPSTER PAD SECTION 1 NOT TO SCALE X 6" BOLLARD X 4" WOODEN POST A rA" P ..°: .D 6" WOODEN o p: III FENCE BOARD DU ER 2" X 4" RAIL (TV) D X D. D .D 4" X 4" STEEL COLUMNS FOR GATES .D Cb O.. 4" X 6" TREATED WOODEN PA GATE FINISH TO MATCH BUILDINGS P D M r D 4 e rA , 06 A. CONCRETE PAD. 9 10 I .x. go -A D e A D, A o 0 __ D .A AD A 1o�DUMPSTER PAD DETAIL -10) NOT TO SCALE 375 315 2 RESERVED 2G 421 PARKING- 2D F ' 4- 11 8 71V - 9975 1I .75 W W W i �12 ITFV :w.rrumw LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) 'Reduce spacing 50%. "See page 6.31. ***Seepage 6-2 for arrow design. 11 HC PARKING SIGNAGE C1 o NOT TO SCALE e D 5 4X4 4X4 f POST POST DOG PARK FENCE DETAIL NUI IU SCALE ® WW RAIL 0 PALLET QUANTITY = 80 3' " 2' X 6" X 94-1/2' Deco Rai Ribbed. Qi PICKETS PALLET QUANTITY = 12 Fill Kits 7/8" X 7' X 39-1/4". 12 Teti=' Full pickets and one end picket with tongue removed. PICKET END CHANNEL 614 7/8' X 1' 0 BOTTOM RAIL Qi D• PALLET QUANTITY = 80 2• 2' X 6" X 94-1/2' Deco Rai Ribbed. 4 Includes steel channel. ® POST PALLET QUANTITY 48 5'X5"X84' POST CENTERS 5X5=961/8' L 30 1,2. 12)MECH. EQUIPMENT FENCE DETAIL ;1 NOT TO SCALE WOODEN NICE BOARD t' STEEL COLUMNS FOR GATES X 6' 6" TREATED WOODEN FINISH TO MATCH BUILDINGS 4" RAIL (TYP) 'RETE PAD E F ACCES)SIKBLE I s E R7-Ba f. VANAISESSRIE A 8 C D E F G H J X L 1? 8 375 A38 I5 ISO 5 10 1B71 3858 15 IB 9 375 A3B ?25 20 I ISO 2A➢0 5784 L5 J U PARMNGAPPl1GTp1 DRMISNAL APPLICATION COLORS. LEGEND -GREEN (RETIWRFRECINEId1 BIACK ODLORS: LEGEND -WHITE (NEIROREFIECINE) BACKGROUND -WHITE (REINOREIRECINEI BACKGROUNO-BLUE (RETROREFLECI E) RE MESH TO BE STALLED BEHIND DODEN SLATS I P SH M ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESWLLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o-, O SIf � t v JUSTT 1R3 HINW a 45183 AEI K'�SIONAL 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 [ARBI 911a •a 19.006 SITE, VDOT & ACSA DETAILS C10 FRAME & COVER '• COMPRESSION . 3/4' MALE PIPE COU°UNG OR APPROV0 MUAL (SEE FIG. S-I-D,E) SEWER SERVICE LATERAL CONNECTION NOTES: OD 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 ATTACHED SINGLE FAMILY INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE _J Z SLOPED AREA RESICENBAL sD3 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. nmNGS �� 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 . �/+' MALT '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 � 1 1 ■ DIFFERENCE ACROSS M.H. 5" 4'-0° 5' � FLI+ USE ON DET.CHr, eN(xs 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' DN PvG PIPE CONTRIBUTING -- '=-sr_- q CAST IRON UP. SEWER. a a. ° s q A 12 FINISHED GRADE A FILLETED INVERT FOR A SMOOTH d r '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 LI LEi;pl r BAND EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE 3D MIN a,P {x9ET1EA w BE CORED AND A FLEXIBLE PLUG END OF CONNECTION " BOOT " 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE a 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 ORPORATION 5RIP 1'!yy'•;.7 'elV��--rd!I� NNEECESSARY TYPICAL MANHOLE PLAN INSIDE AND OUT. ='=i5"°' � .1 ' SAND OR OUST ,HIDER ;: 4' OIAVVIER OR044 PPE 12' BOX AND SErIEt (2-INCM 4 1I;'.-K y','!i+'�*}f LONG STOW POCKET. VDOT SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION MINIMUMTMCkNE55,:°:;,.�-=, _:=:=>?fixW.C. 2O&nO 57A 3ELgE SHOWING BRANCH TIE-IN TYPICAL SERVICE LATERAL INSTALLATION NTS N.T.S (5/8" & 1 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 0 R 1 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 C11 NOT TO SCALE C11 NOT TO SCALE C11 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 L- E GALVANIZED " WITNESS " POST WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL -- EETED, '^-L' ER LOCA11ON MAYBLUE IN REMOTE E SUBJECT 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING T HI H "? Y" l E=RTMENT APPROVAL. NOTE; MIN. 60' DIAMETER MANHOLE REQUIRED. LAND PLANNING -PROJECT MANAGEMENT C11 NOT TO SCALE [� q FI I HE -cA-E M.H. STEP (TYP.) q DROP MANHOLE PVC CROSS U� q r� 24" IN 24' N INITIAL BACKFILL g" g" g" g" 912 E. HIGH ST. 434.227.5140 --- USE APPROVED FLEXIBLE RUBBER �i(' q 2' Boor. MIN MIN. MIN. MIN. O ` CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM r• o° r :; ,.xF,. 6" BEDDING it f e o > ,fs : x'. #68 STONE L1 AD TµDLE TTED RAFFIC RATED " a STOPGASKELOUPLING *STABLE SOIL ROCK VALVE $DX W/ LID o - z7• *SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL I TH A A O Li � DROP PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND PIPE STRAPS e ° (STAINLESS STEEL) (STAINLESS SPACED EVERY THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS QS� 2' VERTICALLY a q 90' RESTRAINED BEND THE LOCAL STANDARD. � U JJS' �HIMP > T�1R345 SEWER FOUNDATION IN POOR SOIL UNDER -CUT CONDITION LENGTH OF BRANCH VARIES A : PIPE INFLUENT 6' MIN 2' TO 10' Ap (270) ��SSIONAL �. R SEWER 18"-22" V, ic A 4 AA44 7 CU. FT. VALVE BOX M .). GATE VALVE PLAN 4' 11 INITIAL BACKFILL 4 MI #68 STONE UNSTABLE a" e" B" s" --- --" SOIL- MIN O MIN.MIN MIN. #68 STONE ----- MIN, 6' BEDDING WITH NO, 68 STONE =GRANULAR FILL AS :, i' ` _APPROVED BY ACSA ` ` �;, 6" GATE 42"MIN . ° o o', VALVE 1. HEIGHTOF THEVERTICALDROP PIPE WILL BE DETERMINEDBYTHE ACSA, BUTSHALL NOT BE LESSTHAN TWO .a STABLE A '^III; 8" X 6" FINAL SITE DEVELOPMENT PLAN SOIL OR ROCI STABLE SOIL OR ROC (2)FEET. TEE T WA TE II LL`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 .' . °. •. ;�: :�r: 999 RI O ROAD / Ir THE DROP FITTING WITH STANDARD GASKETJOINT. NOTE BASE AND THRUST 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. 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 '.<F 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] - R TWO 8" DIAMETER DROP CONNECTIONS. a DUCTILE IRON WATER NOTE : REVISION: STANDARD INTERNAL DROP CONNECTION 2021.01.21[FINALSDP] 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 GRADE FIG. S-1-122 NTS GRA EDITCHES 3.(FINI INCLUDING SHALL L SLOPE AWAY FROM THE ERE HYDRANT AND FIG. W-2 VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL GATE VALVE IS NOT THE DITCH. 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5.IFIRE HYD ANT SWSDHAILL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NTS REQUIRED TO BE IN WET AREASTHE WEEP HOLES SHALL BE , C11 NOT TO SCALE C11 NOT TO SCALE FIG. W-5 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. 19.006 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 2 ACSA: GATE VALVE TYP. N.T.S. ACSA DETAILS C11 NOT TO SCALE FIG. W-4 TD-8 8 ACSA: FIRE HYDRANT ASSEMBLY C11 NOT TO SCALE c 11 Page 611-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC4 2) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. 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 350'400' where the posted speed limit is 45 mph or less. ODHOIC 3. 4. Standard: 5. Vehicle hazard warning signals shag 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 Length L Speed Limit (Mph) no Width Fast Remarks L=S2w/GO L==SZ 60 L=S2W/5o L=S-W160 L=SW speedT Limit (Mph) ne Wimh Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 50 450 500 550 600 L=SW 30 135 150 165 180 55 495 556 605 680 L= SW 35 185 205 225 245 60 540 1 600 660 1 720 L=SW 40 240 270 295 320 65 585 1 650 1 715 1 780 L=SW 45 405 450 495 540 70 630 1 700 1 770 1 940 L=SW Limited Access highways shall use a 10OW merging taper regardless of the posted speed, for shifting taper see Table 614.2' Shoulder Taper = Y3 L Minimum 7. Channelizina device soacine shall be at the following: Channeficing Device Spacing Spae:ng Speed Limit 'n h ion Spacing 0 Speed Lhaft m h Location Spacing Speed Limit (mph) 0-35 36+ 0-35 1 36+ 0-35 36+ Transition 1 20' 1 40- Travel 40' 1 80' I 'Construction Access 1 80' 1 120' "Construction 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 short 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 a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. I: Revision 1-4/1/2015 2: Revision 2-9/1/2019 Page 611-48 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) NOTES Guidaance: 1. See Table 01-5, page 6H-6, for recom nded spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) signs should be used on Lirrdud Access Highways where there ism opportunityfor disabled vehicles to pull off the roadway (see Figure TTC-6). 3. IO'hen closing a lane, a PCA& should be used in advance of the first warning sign if all of the left side 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided infector miles, as appropriate. 5. An sonergencypull%'area shouldbeprovidedper Section 6G.18 and Temporary Traffic ConlrolFigure TTC-8. Standard: 6. On divided highways having a median wider than 81, right and left sign assemblies shall be required. 7. Group 2 chmnelWng device station shall be at the following: Group 2 Channellring Device Spacing Location Spacing Speed Limit (mph) O 35 36+ Location Spacing Speed Limk (mph) Location Spacing Speed Limit (mph) 0-35 36+ 035 36+ Transition 20' 40' TravelweIF 40' Ba Coretni on Accas8 80' 120' Construction access spacing may be increased m this dbtence but shall not exceed one access er'/. mile. Pa 9 Y P 8. For taper lengths, we TTC-19.1 9. See Table 611-6 for barrier transition flare rate.' When the barrier transition flare' Is on a horizontal alignment,the total offset shall be prorated around the curve in Neu of a straight-line P g flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. IN. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A-4 of Appendix A for clear zone values). PP ) Jr. When barrier end is inside the established clear zone attenuator service TypeI or Type e H shall be used. Refer to L&D special design drawings. 11. Barrier panels flinches in width and l2 inches in height shall be laced on to of the concrete barrier P g P P 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 8 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. Guidance. 12. Eradication of existing pavement markings should be as shown in Figure TTC-55. 113. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lane' on a long-term project. 14. Long-term tmnsvere rumble strips maybe installed to enhance the work zone see Chapter 617, Section 6F- 99 pamgmph 12 and 13 for installation guidance and spacing. 1: Revision 1-4/112015 2: Revision 2-711/2019 September 2019 RIGHT SHOULDER CLOSED RIGHT SHOULDER AHEAD AHEAD ROAD WORK AHEAD l: Revision 1-411/2015 2: Revision 2 - 9/1/2019 Scplcmbcr 2019 Stationary Operation on a Shoulder (Figure TTC4 Maintenace of Traffic: Page 6H-15 TTC 20.2 & 23.2 to be used during entrance installation. TTC 4.2 to be used for multi -use path installation. G20-2 (V) 500' + 80' -120' - SHADOW VEHICLE REQUIRED >TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) • SEE NOTE 9 TYPE B OR C • • • • SEE NOTE 6 • CHANNELIZING DEVICES SPACING SEE NOTE 7 NOTE 2 -5aR SEE NOTE 2 v reIGXi xoULDER LLDEfD W21-51DR AHEAD SEE NOTE 2 ROAD WORK W20-1 HEAD Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) END ROM WORN 0 z ¢ BEGINNING -�' ¢ ¢ AT ANGLE BREAK O_ Z a z w T OF BARRIER \\ ~> S"LINE a \ Page 6H-49 ROAD G20-2 (V) � 500' + BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 j TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS J SEE NOTE 11 BARRIER DELINEATOR O SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 o� SEE NOTE ERADICATE O 200' OF EXISTING PAVEMENT MARKING - GUARDRAIL SEE NOTE 11 O a SEE NOTES 4 0 a ILLUMINATED FLASHING SEE NOTE 11 AMBER ARROW TYPE O SEE NOTE 3 SEE 9�-SHOULDER TAPER *N6T�E 1 ® W4-2R i OPTIONAL LONG-TERM EE TRANSVERSE NOTE 1 RUMBLE STRIPS KEEP uME fxss SEE NOTE 14 i R4-V7L W9-2L MEPLE LEFT IFR SEE O NOTE 1 - - naxr - sax' uxE -y _ yF uxf W9-3R CLOSED ) LLDSEO na' SEE HUD NOTE 1 ROAD ROAD 1 RORK WORK �A1 1 1 i AHEAD W20-1 AHEAD 1: Seri Joe 1- 411/21115 2: Revision 2-7/I12018 PCMS - SEE NOTE 3 Page 6H-54 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES September 2019 Guidance: 1. Sign spacing distance should be 350'-500' where the pasted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the workzone to insure maximum passible sight distance in advance of the flogger station and transition, based 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 ofsight from the graphictlagger symbol sign to the flagger. 3. 'To maintain efficient trafic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flogger 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 500 vehicles per day). For additional information see Section CIE. 07 z Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 617.99. 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 6H-5). 6. AS Baggers shall be state certified and have thew' certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 611-4 on Page 6H-6.' 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. Option: 8. A SLOW (W2l-V 10) siAzn2 maybe rquired in this area to give advance warning of the pemtion ahead by slowing aooroachinix traffic prior to reaching the flagaer station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (0734) sign then the signs, and if used the PTRS should be re fasted m ester dxstanees. ad1 greater 10. When a hi hw -rail crmsin exists within or upstream o the transition area and it is anticipated that g aY 8 tflee f Pm queues resulting from the Lane closure might exteml 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 7TC-56for additional information on highway -rail crossings). Standard: 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). Qrition: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flag icr is visible to 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. 1: Revision 1-4/1/2015 2: Revision 2-9/1/2019 September 2019 Lane Closure on a Two-lane Roadway Using Flaggers dFYgtire TTC-23.2j ° 9 8 S310N U ° NoUVIuYis a3eevT� ° 0 PIRG SPACING CENTER TO CENTER ( 1 POSTED/STATUTORY SPEED LIMIT S40 MPH fO FEET 41-55 MPH 15 FEET 55 MPH 20 FEET PTRS \ UNIT! SEE NOTE 4 >-nnnnnnap • O 0 0 0 0 c � OOS xsoa aros ON3 ® 02D-2 M 500 + D' - 100, BUFFER ff TABLE 6H-3 BD -120, SHADOW VEHICLE REQUIRED FBUFFER 'SEE TABLE 6H-3 50' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE 1 ^• Pnge 611-55 SEE \ r1/ NOTE 1 8E \/ PREPARED W3A TO STOP SEE NOTE 10 ROADWAY nnnnn� SEE NOTE 1 V CENTERLINE occur SEEN O SEE NOTE 15 PTRS SEE -m SEE NOTE 4 & 14 NOTE 1 WE W204 recso SEE AHEAD NOTE 1 ROAD mm W20-1 HEAD 1: Revision I-4/112015 2: Revision 2-91112019 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM till p,LTH o�� O � �I U JUSHI1P a lit. 45183 �SIONAL 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 [ARBI 9110161 19.006 MAINTENANCE OF TRAFFIC C12