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HomeMy WebLinkAboutSDP202100009 Plan - Revision 2021-05-18FINAL 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 z b SPOT ELEVATION 311.5 TO x z TOP OF CURB ELEVATION 311.5 TW x z b� TOP OF WALL ELEVATION 311.5 B W x 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 CONCRETE RIPRAP --------------------------------------- ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE GUY WIRE oHu GHU OVERHEAD UTILITY ucu UGU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN OAKIITAmw SANITARY MANHOLE SANITARY SEWER MAIN S SANITARY SEWER LATERAL S WATER W WATER LINE W O O WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE GAS 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. 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. ITE Trip Generation AM PM Daily Use Description ITE Oty In I Out I Total In Out Total Total Single Family Detached 210 1 5 2 6 8 4 2 6 66 AM PM Daily Use Description ITE OtY In I Out I Total In I Out Total Total Multifamily (Low -Rise) 220 1 20 2 8 10 9 5 14 110 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.) 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 roe may be impacted P fY 9 tY 1 property rtY Y P 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. 999 RIO ROAD S D P202100009 TAX MAP 61, PARCEL 154B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=500' �srhnoumouse 1hrih Shop Oy,�cetn Gulf 19 Auto and Truck Doctor �pnons' m Q Car Lovers Rio 0 a4 °; "1.s ;p Covenant Church © � RIO ROAD E s s.J ,c a y V, a SITE _ City Church (Central) © \ 4^b d �4 a% �°O q .O yyp VAIIM'»k r e3 44J< CATFC V \ 4 �J, I 01 S � t46 merPaf!/ �09� dy4 aa,M "quy, John 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 SITE DETAILS C13 MAINTENANCE OF TRAFFIC IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �f}.y 1f 1►/S1 �'i Lic. No. 45183 14� G s N S)nuat ti 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] FILE NO. COVER 19.006 C1 TMP 61-155 CHURCH OF GOD; EDGAR WAYNE ROBERTS; PETER CEFARATTI & REGINALD GATLING TRUSTEES 70041 DB 5134 PG 222 ZONE: COMMERCIAL OFFICE USE: PUBLIC 6.91 AC SDM c PJM H .. - 15' DI-3B FH — .. _.... W W —.W —W —W —W —W — ov Ww.� —w w Wrv~ w=W ';W —w —W W —"w w,—w 4 Wuw #75 ig a a BELVEDERE BEND. / VARIABLE WIDTH R/W �— — —T PH NEB / DB 3772 PC 366 , pox uc 15''.DI-3B IN. :75 - 463 -. CURB - / / �WV. . .. _^-..¢ - - — 42'09'12'� o LI --- —_ — — _— POL -.'<I�- � ,o • � POLE co / ;�R °GUY TREELlkk\E TO BE R MOVED IF Q24 WALNUT \ \ \ \ \ I FRAME (TBR) \ \ \ \ \ SHED (TBR) /S II (TBR) 30 HEMLOCK\ \\ \\ 80.5' \I \� TREELINE TOJB� MOVED e^k // \\ \ \ \ \\ BUILDING TO BE REMOVED I� WALNUT I 1 \ \ \ \\ \ \ (TBR) ym EX. DRAINAGE ,i TING - I \ I ESMT'.DB 377. _ \ 5LF OF 15" / FRAME \ \ \ PG 36 / r VA 2 RCP TBR o SHED (TBR) ( \ \ \ \ \ / / / / / / / / ��'� yMIP / \�J \ zz.s / \ BUILPING TO BE\ REMOVED m I �� / / / / — — / �0.WELL (TBR) / / \ \ TMP 61 1154E I / ^/ ' I6 SIG / /""\ 471 �/ \ WINDMILL VEN�URES LLC �4 / ^ 10 COFFEE o / / h / �. � O(TBR) `p'I � DB 4505 �G 218 RIO ROAD EAST N�. ou 4 / / / ` — ZONE: INEIGHBORH00� MODEL DISTRICT / / Hp® / / \` - - - / / / / / / lK VARIABLE WIDTH R/W m' I /) USE: SINGLE FAMI�Y RESIDENTIAL \ DB 3772 PG 366 Ni W �/ // 28.2 TBR) / I I 1.918/AC�� EX. RWSA UTILITY ESM I \ /� I / / //(TBR) DB 356'3 68 / / / FFE= 5.1 1 STORY OD RICK #999 (TBR) z FE=475.17 D I / (oB) GWD A .o WELL / / / / TREEI/INE TO BE REMOVED / / / / / HOUSE // / / / I / /// r / // // 018 HOLLY z (TBR) V 18 HE L K / o m (B)� BUILDING E MOVED /� FME ARPORT (TBR) K o BE C�HMAC'838. a 633 K ASPHALT E-114 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM H qg, L1 O U S Y Lic. o.45183 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 [ACSAI 2021.05.10 [ARB] 2021.05.18 [FINAL SDP] TMP 61-155 CHURCH OF GOD; EDGAR WAYNE ROBERTS; PETER CEFARATTI & REGINALD GATLING TRUSTEES 7004,1 DB 5134 PG 222 ZONE: COMMERCIAL OFFICE USE: PUBLIC GENZ6NG� 6.91 AC ZNE NtgP E - E g2o SDMH/'� 4 _ ®g�LNE v WMH R0�0 15' DI-3B FH W W .-- W— Uv — W — W — W — h9� SO .. 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I I — EX.-VARIABLE.YVIDTH .WOOD BOARD -PRIVACY -z -..y.-POLE .- UTILITY- - -DB 4830 PG.- 20 I AGSA UTILITY-ESMT-- FENCE -BENCHMARK I' N- I E-11493847.99 — — 5003 — t — — — — — — IF . A®; NAIL TMP 62F2-X N WV DUNLORA V LLC TMP 62F2-A DB 4717 PG 703 SHEPHERDS RIDGE AT ZONE: R4 RESIDENTIAL [ TMP 62F2-B / DUNLORA COMMUNITY USE: UNASSIGNED SHEPHERDS RIDGE AT DUNLORA jFtWLER RID I ASSOCIATION INC I 0.10 AC COMMUNITY ASSOCIATION INC 1RT 49' RFW DB 5202 PG 778 ZONE: R4 RESIDENTIAL DB 5202 PG 778 B' 839 PG 152 USE: UNASSIGNED I ZONE: R4 RESIDENTIAL i 0.30 AC USE: UNASSIGNED 0.61 AC GR-2 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OC1��PL n Q 1 L �Ci I O vdi's xx r E�G 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] 91ma►[el SITE PLAN TMP 61-155 CHURCH OF GOD; EDGAR WAYNE ROBERTS; PETER CEFARATTI 8 REGINALD GATLING TRUSTEES 7pp4p DB 5134 PG 222 ZONE: COMMERCIAL OFFICE USE: PUBLIC 6.91 AC SDM� l WMH 15' DI-3B FH. W �W',�.W .—W.—W— WWV —W W bW% W W W" W —W —:W —W:—W.'�W- w —W —_ W W LLJ Q ` a a BELVEDERE BLVD. a VARIABLE WIDTH R/W DB 3772 PG 366 15' DI 3B CURB - INV. IN.-463.75 , �——OHU—OHU—CHU—OHU—OHU—OHU—tUTLTY °GUY ■. 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MH-1 \ NE 44 ' MH 1 5'�Rb UILDTNC' I �NIM BACK U Z m d. w 0 \ <Z m LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 m 2,111SF 2,098SF 1,970SF 2,106SF 2,41OSF FFE 480 FFE 479.5 FFE FFE 479.5 FFE 478 0 ° N 479.5 LOT 14-18 M iSFD N 39. 0838. 8 - EW 6' 1 15" H -P 81 EW 0" - E 114 3633.2T - I I-3B 1 L LAST - MINIM M 10' ELIE -468. 6 I DRAI -IRON ACK W - X X—�CJ� ——'X—X—=�' —X X X —X X X X TCHLIN 5 D TI TMP 62F-E2 - m - .- UTILITY- --_ ALBEMARLE - I — EX,- VARIABLE.YVIDTH -" y -.-POLE. - -DB 4830 PG.- 20�I I ACSA UTILITY-ESMT ---_-----_-- BENCHMARK I' N- I EM VE EX. BLOW- F ASSEMBLY _ _ _ — — _ E-11493847.99 _ _ 5003 t AND EXTEND 8" WA RUNE N1 I � NAIL TMP 62F2-X WV DUNLORA V LLC TMP 62F2-A DB 4717 PG 703 SHEPHERDS RIDGE AT ZONE: R4 RESIDENTIAL [ TMP 62F2-B / DUNLORA COMMUNITY USE: UNASSIGNED I I SHEPHERDSRIDGE ATDUNLORA / 1 F�WL I RID ASSOCIATION INC I 0.10 AC vT L J ,,:,.. I DB 5202 PG 778 — — — ROAD PAVEME 1 Em x x x X] TMP I 62F-El ON NEW 0. / 20 40 . 66 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 L O � v� , SHIP a C 0. 45183 x`rS/nnrel F+�G 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] 9IIN►[6l UTILITY PLAN 19.006 C4� 490 AO CO CO CO 490 A1A A1B 485 485 490 Al A2 A3 490 480 480 480 480 485 485 475 475 111111.11 475 475 480 480 470 470 470 470I'M 475 475 465 465 465 465 470 470 460 460 ST ORMTE 460 460 465 465 455 455 E rd 111111111111110. DESIGN ENGINEER UN 455 455 460 VERT 460 450 450 450 450 455 455 445 445 9+50 10+00 10+50 11+00 11+50 12+00 12+50 9+50 10+00 10+50 STORM SEWER PROFILE AO-UNDERDRAIN 2 STORM SEWER PROFILE Al-A3 3 STORM SEWER PROFILE Al A-A1 B C6 HORZ: 1"-30' C6 HORZ: 1"-30' C6 HORZ: 1"-30' VERT: 1 "=10' VERT: 1 "=10' VERT: 1"=10' 81 B2 C1 C2 C3 C4 C2 C2A - =�jw 490 490 490 490 490 490 485 485 485 485 485 485 480 E1480 480 480 480 480 475 475 475 475 475 475 470 470 470 470 470 470 W-9 INS 465 465 465 465 465 465 Niue iRMATE WITH 460 460 460 460 460 460 455 RED BY UP TO 9 z 455 455 -LOWERED BY UP TO 9'". 455 455 455 SHIMP 9+50 16+00 10+50 11+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 11+50 4 STORM SEWER PROFILE B1-B2 5 STORM SEWER PROFILE 01-04 6 STORM SEWER PROFILE 02-02A ENGINEERING C6 HORZ: 1 =3o C6 HORZ: 1 =3o C6 HORZ: 1 =3O LAND PLANNING - PROJECT MANAGEMENT VERT: 1 "=10' VERT: 1 "=10' VERT: 1 "=10' 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 490 1A 2A 3A 4A 5A 490 485 485 485 4A o 46 in 485 NLW L H x i In < —a: i 480 = GRA 480 480 480 X w Z ' W 475 475 475 475 U . S a Lic. 0.45183 470 470 470 a? 470 k' rsIONAL ECG` 465 465 465 0 465 SEPARATION O Go 460 > 460 460 460 z Ld ass 455 4ss 455 FINAL SITE DEVELOPMENT PLAN 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 d 15+00 15+50 16+00 16+50 17+00 10+00 10+50 11+00 999 RIO ROAD SANITARY SEWER PROFILE 1 A-5A 8 SANITARY SEWER PROFILE 4A-4B C6 HORZ: 1"=30' C6 HORZ: 1"=30' VERT: 1"=10' VERT: 1 "=10' ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 485MEN 48s 2020.05.26 [INITIAL SDP] 480 480 485 485 REVISION: 2021.01.21 [FINAL SDP] co 475 475 480 480 2021.02.22 [ARB] 2021.04.13 [ACSA] 470 470 475 475 2021.05.10 [ARB] Ll VIA, Ism 2021.05.18 [FINAL SDP] 465 2 M.- 465 470 470 460 460 UKAUL 465 465 FILE NO. 19.006 455 455 460 460 450 450 455 455 UTILITY PROFILES 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 10+00 10+50 11+00 11+50 g 8" WATER MAIN PROFILE i0 4" WATER MAIN PROFILE C6 HORZ: 1"-30' C6 HORZ: 1"=30' �� VERT: 1 "=10' VERT: 1 "=10' � - • IIIIIIIIFsJl!3� , I ��I e 0.08 •.�r-dii■• • - oZ•ZiZ:Y��EYi� al.li�llGlCaliGl:fl\li tGl\•�1.. � `����� r�YOf� •• �!IlI��J�1 �lJ�7G- -��rIF �C�■6 .,, . -�•176,���A, dl!l1�131� � • �� � I��amlauma:a�„rx�aa� Ii��JFJ�I -'• --�©C'ii�� �IIIII�r 11��1111ir'IIIIII���IIAIf� ■� �IIIIIIPwI _ � ��+� • fry �_ � �_—_ [.7C.�1lItSf�.T� _ • ` FJ�L --i�SfIT� �tll© • • � iiNi111N153�1� aal:li2NJiacw� 3m - min1��� ■I ���l�I�•T-f1'_f��l � rn �o O roxwo� E GRADE ----_ PIPE - --- --- � ----- _ PLACED. --_----- - - - - - - - - - - - - ---- - - - 3. NN --- --- ----- 18" MI -- ---- F-B,.S _ - O - � z w U � x � - o o a c� - _ ZM Z O - � > — _ w O � 0 d O U o x w w a ��La �����Ai� �■0.1_N�■� C71 �F+�H.� ���I� � �3_id•■dam .� ■1 ��s�l� •Sa'�Cd•� ��.�■d� .■Tl'f17�7Fl1....,� ■1 ii�riw.�—[:\..1�a7\_.:a:.no� ■1 0 0 0 3.5' o MINIMUM � d N NEW U � -__--__-92.04LF -- 5.83LF - 1" TYPE K z w N Q x � U �o + I . � _ o a� oN GRADE F !n a EX. � GRADE � Z > / it X X N I O / _ MIN UM 3' F ON BUILDING SE 3ACK T LV c / S 7s I \ \ l a s I \ / m / I LOT 1 LOT 2/ LOT 3 LOT 4 LppT 5 \ LOT 6 LOT �� - - LOT 8� II LOT 9 LO\0 LOT 11 LOT 12 LLO0T 13 / 888SF 89A/SF 892SF I 8965 SJ9SF 901SF \ 903SF x x ` - 1,412SF q,277SF 1,334SF 1,397SF 1,406SF /f,BDDSF "' / �h / FFE 478 F� 478 FFE 478 FFE 4 8 F E \FFE 478 FFE 478 \ a\ I A� _ m FFE/478.5 FfE 478.5 FFE 478. 8 FFE 478.5 FFE 477.5 FFE 477.5 °.a 4�8 V V I a \ o A LOT 8-13 o\ o / 1� / [ 4i ❑ ❑ MOTUNIT 1 \ \ \ 243\ I �' \ \ AFFORDABLE wrn \ x ATTACHED E \ \ UNITS / mm VA - - - � I L I _a. -` - -- --- .<� I ---°al -` - .. a .<\a. ° � \ REA UILDI SE ACK / ♦)a" 138 e " 76w " " 7777ao " 7 " 7ln I I . R s 7s 7s I \ \ 1 s w W w W W w W 71 I / ` \ \ v r ° 7T m 753 2.0 77/ b / / n �53% 74 / '7 7 g1 c1 713.., :.� I / j ° x7 / 2.0%x// / Mu ROAD EAST I ✓ / / \ 0.5 ° VARIABLE WIDTH R/W v — . �L-07v w DB 3772 PG 366 w W % Al 75n I / .. .. ^ 11 P I I I� UTUREEDESTRIA / / RI I "-- ONNECTIO - RIO RDA i0 \ I I 6„ \ _ BE CHMA K — a 7661 ---- — x C I �----D� //r—� -- -� - --1 -- I 7-I I —..—..m7NQ 5'--m UIL C' BACR..—..—.�.1— °4 LOT 14 LOT 15 / LOT 16 LOT 1 / > I -01 18 �� �- m 2,111SF 2,098SF 1,970SF 2,106SF / B I 2, 1 F .°. o FFE 480 / FFE 479.5 FFE I FFE 479.5 I FF4 478 LOTS14-18 \ 479.5 >S m 72 N 39. 0838. 8 / \ I „ , / - 77' 81 �� N�6 210 ^ � w-� � 7h / 7 72 x E 114 3633. 1 - I 73 7 76 76 / 72 x MINIM M 1 '> R BUIL BAC > > / ELIE -468. 6 -IRON ACK W �., 71 �'X X—/� —' X— Df� —X X X� �L 3h X X X X X \ X 0 2 RW A WM TO BE ABANDONED D TI TMP 62F—E2 ✓. Ns �� a I __..._ _ I. '�■ ■ e A EEME Eia m III\� I ■' x y � / x wP / / 62F—�l / ALL/HEIGHT/4' o / 40 60 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SHIP a Lic. 0.45183 /IQJZ( 4w l / `rS/nnrel tO+ O 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] 91ma►[el GRADING PLAN 19.006 I.I I .! I I I I I \\\ ` ■ PIOED E�TAND - -0- 14 C� [ I tale: 1 "-20' W W U a _ _ _ _PHASE, 2 NON—RESIDENTIAL _ m I A I I D D • �I N I I� D a UA� Z z Z ' m I m N I `� 0 m n r I T / 7 AI �� T / . /0 ONE �. OEM ME ono ■I aaai MAN lir VB�.1�a ;W10 s.PEW 1: ♦-_� low 4 . , • - • .�/ ooummmn 7,,a ����ei2eiOvv v�►�!p �h�IV �f��_ ��� sw LOT 2 LOT 4 LOT 5 LOT 6 LOT 7 1f LOT 12 �.. / • ,478 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 Op CO A i ITTING GARD N ° x 615 SF p .l 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 Natural Playscape + 737 SF Provided: 10,082 SF Required: 8,276 SF 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 ///DOp Large Deciduous Tree Quercus phellos Willow Oak 2.5" 6 31 370 2220 O Large Deciduous ree Ulmus americans 'Princeton' American Elm 'Princeton' 3 4 25 397 1588 .5" Large Deciduous ree Celtis x occidentalis Hockberry 2.5" 6 30 572 3432 OAF Large Deciduous ree Acer rubrum "Armstrong" "Armstrong" Red Maple 2.5" 3 30 44 132 O G Large Deciduous Tree Ginkgo biloba "Princeton Sentry" 2.5" 5 25 20 100 Princeton Sentry" Ginkgo Sl Medium Deciduous Tree Soph Rjaponica 'Regent" "Regent" Scholartree 25" 7 28 394 2758 0 Ornamental Tree Magnolia x soulangiono Saucer Magnolia 6-8' Ht. 3 10 145 435 Semi —Evergreen Shrub g Viburnum x utile 'Conoy' "Cono " Viburnum y 24" Ht. 23 4 18 414 Q Evergreen Shrub Distyiium x 'PIIDIST—II' Blue Cascade 24" Ht. 12 4 PPAF Distylium Low Maintenance Ground Cover TOTAL SF: 10665 CODE OF DEVELOPMENT SCREENING SCHEDULE Plant Symbol Planting Type Botanical Name Common Name in. Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF f'�, ( j '�„/ Small Deciduous Tree Acer campestre Hege Maple 5-8' Ht. 7 19 230 1610 Ornamental Tree Cercis conadensis Eastern Redbud 6-8' Ht. 4 17 124 496 Screening Evergreen Cryptomeria japonica 'Yoshino' Cryptomeria 4-5' Ht. 3 20 123 369 TOTAL SF: 2475 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 15% CANOPY REQUIRED. -\ SITE AREA: 1.918 AC (83,548 SF) 11X6' LANDSCAPE SEMEN 83,548 SF x 15% = 12,532 SF CANOPY REQUIRED: 12,532 SF CANOPY PROVIDED: 10,665 SF + 2,475 SF = 13,140 SF ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) - 35' \> Co O�c O.C. WITH INTERSPERSED ORNAMENTAL TREES, 190 LF OF FRONTAGE : 5 LARGE SHADE TREES PROVIDED: 5 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 RED: 1,067 SF .� PROVIDED: 1,124 SF 48 PARKING SPACES PROVIDED RED: 5 LARGE SHADE TREES PROVIDED: 5 LARGE SHADE TREES 20 0 20 40 60 INTERIOR PEDESTRIAN WAYS: MEDIUM SHADE TREES (2.5" CAL.) — 25' O.C. PROVIDED: 15 LARGE SHADE TREES Scale: 1°'=20' 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. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L O U $ Y Lic. o.45183 KAI A 1 V��` FINAL SITE DEVELOPMENT PLAN 999 RIO ROAD 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 ACSA: SEWER PIPE INSTALLATION (TYPSEWER PIPE INSTALLATION ) C9 NOT TO SCALE I I I I I RRADUS TO BE AS I yy�( Al >: STREET APPROACH SAE SURFACING I GENERAL NOTES AS MANLME ROADWAY (SEE MOTE fit SHOWN ON RAN31 9 C C - - _ - - - - 1 - I t. WHEN CO-TI 6 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ALCDRDWa WRN T 1 fMX,S To BE AS AASHTO POLICY AND THE APPLICABLE REWRETENTS / RID(& COMBINATION SHOWN ON PLANS) CURB AMID °UTTER DOF T pROETAD'SION MANUAL. NCLUDIMG ^+ION( ISTANCE / -P CPR, ( NOTE 7) I 2- WHEN THE ENIRWCE MR CANNOT ACCOMMODATE THE TLEMD SEOW MS OF ANTICIPATED HEAVY TRUCK - -21' WWW 1RAFC THE DEPTH FOR SIDEWALK 6 CURB RAPS fHE SIDEWALK I (SEE MOTE 2) 8' I OPTIMAL g•• WITHIN LINTS DI 11E RIDI SMLLO FO NDIEM4D TO I ROW LINE-� 3. WHEN USED N COILLNCTBIN'MH STANDARD CO-3 --__ I OR W-] THE CUPS FACE ON THIS STANDARD IS TO TO TIE ENPAI6IOx Jp(i EXPANSION 'a JOINT BE ADJUSTED MATCH MOUNTABLE CUFR CONFGRATON. W 4. SEE STANDARD CO-Q FOR CUR RNP DESIGN TO BE NOTE:MOTH "B" 2'-0" 011 AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A -I USED MH THIS STANDARD. 5. OPTIONAL FLOWLBIE MAY REGIME WARRING OF A PLAN VIEW PORTION OF GARTER TO PRECLUOE POOpHG OF WATER. ENTRANCE NOTES 4ALWE ROADWAY SLOPE 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW O'PMABUIO CURVE LINE 6 REGO RED TO PROVIDE POSITIVE DRAWHM{ ACROSS DER OR OP�TON& FLOW LINE 8%MAIL MORE CHANCE ® --- D TIE ENTRANCE. ]. "MENE PAVEMENT SNAIL BE CONSTRUCTED TO THE - R/W LINE (EXCEPT MY SIIBPRADE STA ZATI0N YAFILNE ROADWAY - - - - - - - _ - REQUIRED FOR YAWILWE PAVEMENT wHKH CAN BE e%ARM. �- p OMITTED N THE ENTRAMCEJ SLOPE CAGE ® _ _ 6. RADIAL CLP6 OR COMBINATION CURB AND WITTER D THE R/W LINE EXCEPT FOR RERLACEM�ENT PURPOSES. 20• WYIY FOR 9. THE DESRMLE AND YAXIMOV ENTRANCE GRADE CHNKES 5'IK COMMERCIAL ENTRANCE TABLE.ETHEM VALUELISTED IN S ARE NOT APBLE PLCASSEE TO STREET CONNECTIONS. M CONSTRUCT GAME CHANGES WITH A PARABOLIC CURVE. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B w ENTRANCE VOLUME GLIDE 'd' CHANGE DESIRABLE MAXMM HIGH YORE TRAM 1500 VPD 0 % ] % MEOW 500-1-Ap YPo s 3 % 6 % LOW LESS THAN SEND VPD WB% Ill '�• 'N' '•' LOWABLE ENTRANGR CE ADE TABLE 6 ROT CL/SS)N .M. .M, w •4 .• -- AL NOTE. APPLICABLE TO STREET COWECOONS CONCRETE P SECTION C-C e1 METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS ANSPORTATION ws ANDYIRGHWA COMMERRCIALMENT HENTRANCES �zo oa7 2�VDOT: METHOD OF TREATMENT C9 NOT TO SCALE I/f SECTION CAST SIGN I/A SECTION STEEL NOTES L m) TO BE SHOWN ON 2'-7- LUGS TO BE 2%+" A r/f" A H/� CAST D'-4" LONG 1. DEPTH FOR DEPTH "GREA R THAN 'USE 4A A B AR T- STANDARD WA OPTIONAL c' BRACE ENDS m CAST G&V. RON STEEL 66 ± 3 LOS 43.6 LOS RHCLUDNG INCLUDING LUGS ONNECT 2. THE "H' DMENSDN SHOWN ON ON THE ND STAARDS AND SPECIFIEDTHE PLANS WILL SE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PPE TO THE TOP OF THE JOINT STRUCTURE. PLANT w- DIMENSIONS Al1E APPROXIMATE OW ESTMATINIG NL WELD ALL PURPOSES AND THE ACTUAL DIN•EH6IONS CONNECTORS SMALL BE DETERMINERS BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECFBD ON THE RAPS THE ADVERT 6 TO BE SHAPED N ACCORDANCE WITH STANDARD 6-1. THE COST OF FURNISHING AND RACING &L MATERIALS INCIDENT& TO THE SHMING IS TO BE RPIIDED N THE BID PRICE FOR THE PLAN '/y + r/i' • 4"J %i' A 4" STRUCTURE. (ORATE REMOVED) LUGS IZ" SPAN' STUDS EAR -+ 4. N THE EVENT THE INVERT OF THE I } 01 PPE MS HIGHER THAN THE BOTTOM OF THE STRUCTURE. THE INVERT ffiy5EEE .L A OF THE STRUCTURE SH&L BE SHARED WITH CEMENT MORTAR TO PREVENT - SECTION B-B STANDING N G OR POING OF WATER THE COLLAR DETAIL I i, NN RAISED �ETTEIOO STRUCTURE. THE COST OF FURNISHING TROD MENSHAPINGMIATTOAHE INCLUDE& 21 IN THE BID PRICE FOR THE STRUCTURE. NS FOR pUMIp Np WASTE DEANS TO WATERWAYS CAST ON ONLY 5. STEPS ARE TO BE PROVIDED WHEN N IS 4•.0.. OR GREATER. FOR DETAILS SEE STAIDARD ST-L DETAIL B DETAIL A 6. THISLITUM MAY BE PRECAST OR CAST- 4•-2" HARDWARE 7 6'. 7. W 4 K W' SMOOTH TOWELS AT 1'-J" CLOTH;BEI SEE PETAL B APPROXIMATELY 12" C-C TO SE y PLACED IN ALL AREAS AAIALENr 4' DEPTH ABGR. J- TO ABUTTNG CONCRETE TO PREVENT FBa 070 OR SETTLEMENT. IN LIEU OF DOWELS 48 s 6" WIDTH ��RIO Q� A 2"M4" NOTCH WAY E PRMibs . n SEE STANDARD T-0-3.4 FOR D, COLLAR - 3" DIAMETER &TERNATE DESIGN. C9 iN WEEP I� NOTE'E8 S. THARDWAERPE PLASSTIICC CLOTH vi' MESON" 1$' OR G&VAMIZEU STEEL WEE.M M 12"-6"-R" ON 24" CLOTH RED Ain in HARDWME ANCHORED FIRMLY - n nA rn D . p .D T� SEEE -T 1 IIEFII1IIII IIEFILNIIII� IIEFII1IIII������0 1 9. TO THE OUTSIDE OF THE STRUCTURE. CAST LAS M PLACE CONCRETE 6 TO BE t3000 BSHI, PRECAST A D, DETAIL 8 '15-�'LO TE CONCRETE IS TO BE 4000 PS. CONCRETE 1/i' SECTION A -A ""I L Y' r ^�I- -�I- 1' =�� - Z" � � RO. MY ALTERNATE IEMODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MI DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON t2" CONCRETE PRE - L440 CU. YD. CONCETE 15" CONCRETE PIPE - 1.528 M. YD. CONCRETE I/•' �� APWRO%MATE WELT Y� CAST IRON 11. LUGS AS SHOWN HEREON. DUMP MO WASTE DRAINS TO WATERWAY RT'• CONCRETE PPE - WO M. YD. CONCRETE GRATC J63 _ IB lli5 LETTERING 6 REQUIRED ON ALL q-1 CONCRETE PIPE - L817 CM YD, CONCRETE SECTION C-C SECTION D-D VARY GRJUE BTLMANUFACTURER, LETTERING MAY ADD ADDITIONAL FOOT OF GEFAM. GRATE DETAIL STANDARD DROP INLETNR�R 1211 - 24" PIPE: MAXIMUM 6104.01 DEPTH (H) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPMTATM W2 6.1 < NDTES� SHARING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. t HANDLE OR DROP INLET IS TO BE FORMED ND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPEC DRAWING. THE INVERT SHAPING AS DETAILED HEREON 6 TO CONSIST OF A CLAW Cl. EXCEPT TCONCRETEW OFNCOAG��GREGATE WAY BE � IP TO 4- IN DIAMETER AND CONSIST OF STORE, BROKEN STICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. HE SUIFACE SHALL BE LEFT SMOOTH BY MEANS OF HARD TROWELLING- NOW OF THE COMSE 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 INVERT OF OUTLET PIPE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - [ • + : I PURPOSES ONLY. EACH ARMHOLE OR DROP (NET 6 TO SE SHAPED INDIVIDUALLY TO FORT FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES \Vary STANDARD METHOD OF SHAPING SREFEREET ROAD ND BRIDGE STANDARDS REFEREE SHEET 1 OF 1 REVISION GATE MANHOLE & INLET INVERTS 302 108.08 NRCJBA DEPARTMENT OF TRANSPORTATION 4 MANHOLE & INLET INVERTS C9 NOT TO SCALE 01-7, 7A 79 DETAILS OF CONCRETE COVER AND GRATE f B DETAILS OF GUTTER AND 2- pMIEFER BAR R 0.66 LBS./FT. LO W. To Suer STEEL BE 0 z) NOTES METHOD OF PLACEMENT LBS/FT., <ABTN MI5, MADE 60. 1. GRATE A S TO BE UTILIZED M + TEA LOCATIONS NOT NORMALLY NOTES J SUBJECT TO H/FFIC. 2. GRATE B IS TO BE UTILIZED IN 1. DI-) NO GUTTERS. LOCATIONS NORMALLY DI -)A NO CUTTER IN ONE DIRECTION. SUBJECT TO TRAFFIC. DI-7B GUTTER IN BOTH DIRECTIONS. 011 A 2. JOINTS BETWEEN METERS AND CONCRETE COVER 1 J. FOR DETAILS OF LOAD CARRYING ME i° BE DOWELED MH W % 8" 51.100H J� /=, % 4„ L2"%Y'%j'j' GRATE (GRATE B),ME T-d-), RMS 6 MPRO%. y2" C-C TO PREVEM SETTLE - STUD STEM L21/i"X2Yf'SD/N. SHEET 103.08. MEN PMOINN ff OF DOWELS A 2" X 4- NOTCH MAY ° CONNECTOR DETAIL A 4. CONCRETE COVER AND GRATE SEE STANDARD T-01-3, 4 ALTERNATE DESIGN. ME TO BE FURNSWD AS A MATE TYPE SINGLE UNIT. OUTSIDE 3. VARIABLE 2'1 OR PUTTER �B I OR II IR5X5'-0" BARS DNENSX MS OF %RATE TO PLAN VIEW GFROX PLANS) (12 RE T.) I - OR 3=4" % 2=DJ," (GRATEBE RE A' 4. DITCH GRADE MUST BE ADJUSTED TO REEF DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAIL ' + S. ALTERNATE METHODS OF SECTION. _ ANCHORING ANGLE ANON WILL BE 5. F DEPTH (D BECOMES LESS THEN 4" LENGTH ACCEPTABLE IF APPROVED BY THE OF WINGS ME TO BE EXTENDED AS dHRECTED SECTION A -A ]%" 1 " ENGINEER. BY THE MOWER. SECTION B- 6. GRATE AND DOLLAR ARE TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF CRATE M GALVAMED. THE PAVED DITCH SECTIONS OF THE DI-7A L BAR SPACING CHIMP 7. CONCRETE COVER MAY BE MANAGE. APPROXIMATE IlE NOT IBUTTEO BY OTHER APPROXIMATE QUANTITIES ATE OLQLLON PRECAST DIN CAST M PLACE. CONCRETE RDKONCING TYPE A D B. CONCRETE TO BE CLASS M IF CASs 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW CLASS P3 STEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED CRATE TO MET A SPECIAL Od23 C. Y. 63 CBS. 2 S CANTER DETAIL WILL BE REOUIRCD ON PLANS. = T r 6. GGRRAONTE FLB S TO BE PARALLEL TO 2'ror�-�y1-o' SECTION A -A SEE NOTE NOTE lSEE NOTE 3 SfE NDTE BOTH SLOPES FLAT ONE STEER SLOPE A IXE INTERIM ATE SLOPE M I DRGN ME. \ 1,roa- INLET BALK LP FORM diLH GUTTER GRADE TO BE PROVIDED J I - p I = NIRSTFD TO MEET AS DIRECTED BY THE " 1 'T INLET ELEVATION ENGINEER 0-7A ORY). TYPICAL ELEVATION SEE NOTE 3 L.R. NOTE � N0MAL d1c1R,�"DE AN SEE TE 4 SEE NOTE 3 ,1 AIR FLATTEIR ONE STEEP SLCPE-ONE MT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LOWITUDN& SECTION MEMURED FROM BOTTOM OF BUFFER (WHEN FILET B LOCATED ABOVE NORMAL DITCH GRACE) CONCRETE CLASS AI 0.241 QU. YDS. SEE NOTE 8. \VDO'F SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE SHEE7 2 OF J REVISION DATE 12" TO 42" PIPE z4, IOI.T3 •IR41FA DEPMTMEM OF TRASPO TATION 503 APPROXIMATE QUANTITIES CONCRETE DI-7 OaA dab CLASS AJ (M. Y05.) NONE 1.211 2148 �VDOT: STD. MEDIAN DROP INLET (DI-7) C9 NOT TO SCALE VI1 * COVER A L ' ❑ ❑ O�`Z CONDITIONS 0❑❑ ❑❑o A ;❑❑❑❑ ❑❑❑1) A LETTERING ❑ ❑ E W. W. T. ❑❑ ❑❑ OPTIDNIL 1 11110 ❑ 1111 A \\ ❑❑ ❑❑❑" Nlt o ❑ o �LW LOS. ± 9 N' PLAN TOP DW AAA SECTION A -A i " WCHNED z41h" DIAL r COVER B 221"Du - TRAFFIC Q ❑ ` -_ CONDITIONS MACHINED //.❑E❑1'�QT❑i I\\ IT m 1 UTTERING 11 /qw ra ll�Ly' N"dA \�❑cjbd / y--N �• APPROX.WRIGHT it' ❑: D D - GAYER 105 LBS. 2 ii '-- FRAME TOP OTHER COVER A OR B MAY K USED WON FRAME. MPROX WEIGHT 2Y' OU 1.* COVER 90 1J35. ± x N 4ACMED SECTION A -A SHEET 4 a s pONf[ STANDARD MANHOLE FRAME AND COVER no Spy VIRGINIA DEPARTMENT OF HANS'ORTAOM REV. )/02 10e.a 6 VDOT: STD MH FRAME & COVER C9 NOT TO SCALE CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PULE. L CONCRETE TO BE CLASS AT IF CAST N PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL SE PM FOR AS RADIAL COMBINATION CURB A WTTM. 4. FOR USE WITH STPBLIM OPEN -GRADED DRAINAGE LAYER. THE BOTTON OF THE CURB AND GUTTER BE CONSTRUCTED PARHLEL TO THE SLOP SUBBASE COURSES AND TO TIE DEPTH OF THE PAVEMENT. 5. &LOWABLE CRITERIA FOR THE USE OF M-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AN N M SHOWN PF3ID1% A /^_t �2° R OF THE VOOT READ DESIGN MANUAL. e'• • D D D D • D 1'-1" ,- AD • • D D D D D. ---2 _ THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED I THE SOPEOA U- B• BIIR&LELCOTO URSED MINIMUM DEPTH OF T' I 5 MAINTAINED. THIS AREA MAY BE CONCRETE AT TIE OPTION OF THE CONTRACTOR V COMBINATION 6" CURB & GUTTER 502 REV.9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 VDOT: CG-6 NUI IU KALE DI-3A M, 3C EXPANSION KEYED EXPANSION JOINT 3'-10" FOR DETAILS OF INLET JOINT COAST, BARS = APPROACH FRAME N COVER BACK OF SIDEWALK s JgNT ^fGUTTER SEE STANDARD IC-2. " BARS G BM G OFFER 4•• •• 2" GDTTER WAR m 2„ BARS C BARS B o GUMBASE HADWARE GL.Tj-�.- MS F SWEEP E PW', 6 yU\ w 110 11� , 3.-p.. 6. MIN. PLAN SECTION A -A MIN 1 'MAX. 10' MAX, F- A L-VARIABLE - MA%. 20' (' KEYED COAST. JOINT PUMPED P 2'.0" 8' 2'-8" S. 3..p.. 2.. 11 GUTTER B Z BARS A WTHORMH W 1_ ____ _ ... 1•' B S C E BOBS F BARS E LAB :v roiM3" DIAMETERBARSE WEEP ROLE FRONT ELEVATION BARS F Burs B - - (GUTTER REMOVED) R• 6„ 1,. Sxyf BENT PLLl ATE a SECTION B-B IR TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 M CC-7 STANDARDS, / R L2% X2'/2"Xy" TYPE B HOSE DETAIL SHALL BE USED WITH CG-2 & CO6 STANDARDS, GALVANIZED TYPE A TYPE B TO X 4" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE RON AT 2-C-C. CONNECTORS AND IS TO AT ANCHORED WITH %' x 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT rC-C, 2" W. PAVEMENT 01-3A �L ,� DI-36 L DI-30 - -WARPED PAVEMENT IAI z� FLOW _ - - - FLOWw 1.-p.. 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& \VDOT SPEORCATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE 12" - 30" PIPE( MAXIMUM DEPTH (H) - 8' SHEET 1 OF 2 REVISION DATE 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 r' R SURFACE AM D.�AD,A ..e,..o.. SASE I I SUBBASE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. L CONCRETE TO BE CLASS M F CAST N PLACE.4000 PSI F PRECAST. 3. MIND HAVING A RADIUS OF NO FEET OR LESS (ALONG FACE OF CLROT WILL BE PAID FOR AS RADIAL CUR. 4. THE DEPTH OF CUR MAY BE REDUCED AS RICH AS 3" (W BERMS OR *INCREASED AS MUCH( AS 3- (S' DEPTH) N ORDER THAT THE BOTTOM OF THE MISS WILL COINCIDE WITH THE TOP OF A COARSE OF THE PAVEMENT SUBSTRUCTURE. OTFERNg. THE DEPTH IS TO BE M• AB SHOWN NO ADUSTII NT N THE PIECE BE IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 6 TO SE USED ON ROADWAYS MEETING THE fEOUIREHETITS FOR CG-) AS SHOWN N APPENDIX A O THE VDOT ROM DESIGN MANU L N THE SECTION ON GS UIRAN STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING SAPPER CWB, THE TRANSITION IS TO BE MADE WITHIN TOOK THE MANGE N STANDMIS CAN BE IMAGE AT WGUAR OPENINGS, xv=r STANDARD 4" CURB sPECFICATION REFERENCE ROAD ARID BRIDGE STANDARDS VIRGINIA DEPARTMENT OFTRANSPORTATION 1D5 502 SMUT I DI I REVISIONDATE IOL02 VDOT: CG-3 NOT TO SCALE SFF STADARAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTTHE TIE i0P OF MASONDY IS TO BE LEFTER 1 FRAME M COVER SUFFICIENTLY LOW. TO PERMIT PROP L ADJUSTMENT OF COVER AND FRAME TO GRADE BY HE USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. 2 -d v b n T 1 •• 6" o FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY 8) 1 SUBSTITUTED FOR TAPERED O SECTION WHEN APPROVED BY - ••'. THE ENGINEER, ST-D. ST-I AM' .f" e.. - 6�A DIAMETER=4'-8'V (2 + WALL THICKNESS) h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45- HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES L OANTTIES SHOWN ME FOR MANHOLE WIHDJT PIPES. THE AMOUNT DISPLACED BY PIPES MOST BE DEDUCTED TO TABLE OF OUMTITIES DEPTH BRICK MANHOLE MANHOLE MACREE BRICK CONCRETE CU. FEET THOUSANDS No.m YARDS CU.437 4 0.7 0.785 1.13] 5 OJ 0.785 1.699 6 OJ85 1.961 T 1.0 1.2 0.785 2.22J B 1.4 0.785 2.48 9 U 0.785 747 2.74) 11 1:8 0.970 3,455 11 19 0.970 3.417 12 2.5 3.81> G 2.5 DOOR 0.970 4."9 l4 23 0.9)0 L5L 15 a.1 0.970 490J 16 D9]O 5.285 17 e_p 1 3 6.032 INLREVE\i p.582 OBTAIN TRUE WANITTIES. 2 A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE GUANTITIES. 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 MNFAUM THICKNESS OF SAME IS TO BE 5- OTTER TMCKWSMS ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3- 7. WHEN SPECFEO ON PLANS HE INVERT IS TO BE SHARED IN ACCORDANCE WITH STANDARp IS-i. THE COST OF FURNISHING AIO PLACNL ALL MATERALS INCIDENT& TO HE SHMING IS TO BE INCLUDED IN THE B0 PRICE FOR THE STRUCTURE. 11 SPECIFICATIONIDOT REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIANDA 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVKIDN DATE SHEET 1 Or ! 04"0 106.0RGS 10 VDOT: MH-1 DETAIL C9 NOT TO SCALE DD-2 WTIGM I. THIS REM MAY E PREMT OR CAST N RARE. 2. CONCRETE TO eE CLASS U F CAST N RACE. 4000 PS F PRECAST. 3. CUR HAVING A RADIUS OF 3M AFT. OR LESS MONO FACE OF CURB) WILL FE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED 4 WON AS 3" HS" TEATO OR INCREASED AS MUCH AS 3" CO' DEPT. N ORDER THAT THE BOttOM OF CURB WILL MINOU WIM THE TCP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERRSE TIE DEPTH IS TO SE W AS SHOWN. W ADJUSTMENT N THE PACE "' S TO BE MODE FOR A DECREASE OR AN "MAN N DEPTH. R 5.CG2 6 TO FO USED ON ROADWAYS MEETING ME REQUIREMENTS FOR WAR AS SWANN N NRVDD A OF M VDOT ROAD DESIGN MAINUI e. .A I :i•:i - •I•A•:i• SURFACE BE NOTE 4 :6- :'A • .1 _.e, om i A. i'.0; A.:e I I sun= WEtl10A1XN QE4G STANDARD 6" CURB 502 VIRGINIAFOPMTYENT OF TRANSPORTATION V. 9/O6 20L01 VDOT: CG-2 NUI IU SUALE M-Z.2A z 27Y4" MIN - 28Y4' MAX RAIL HEIGHT 6._3.. 8.-3- 3'-tv.- 3'4 N K 1�?).^laV O`NN. 1R' igMNJA" NNN .PNNN rt II II J IJ II II J J I� II J J III TIN J GR-2 GR-2A W-3- POST SPACIWI t3'-y/i POST sPACMG) NAM DYNALC DEFLECTION • N MAX DYNAMIC DEFLECTION • 2' NOTES: AMORAL LOCATIONS SHOWN ON PLANS AM APPROXMATE ONLY AD CAN BE ADJUSTED CIAWIG CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR FORAMS K POST AND B.00NOUTS SEE SHEET N0. SOLOS.A OP11ON& M-2A METHOD • USING NESTED SARI. OPTION& M.2A METHOD FOR DETAILS OF RARL ELEMENT. RAIL SPLHCE JOWD, AND RUK ON BACK t AL POST ASSOCXATEO HARDWARE SEE SHEET NOS. 501.01 AND 501.02. A WHEN NESTED RAN. OR ADDITKNAL RAL 6 RACED M BACK OF POST RAIL ELEMENTS ME FURNISHED SHOP CURVED FOR RAN FOR M-2A THE MST SPACING WILL K W-3'. BETWEEN 5 FEET AND 150 FEET. ALL MMDRAL POSTS SHALL BE SET PLUMB. POST SNALL NOT BE SET WITH A VARIATION OF MORE THAN /R- PER FOOT FROM VERTICAL. VFIMAM, BLOCNOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION So, Or THE SPECFICANDAS. ALL GR-2 AND DR-2A RAIL SH&L BE MAINTAINED AT A STANDARD DI 3)M" AWN - 28iS" MAX AS MEASURED PER StANDARD M-M. ALL W-BEAM RAMS SHALL BE LAPPED N THE DIRECTION OF VEHCUAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIMAL GR-2A METHODS OF NOTHING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDAJD M-2A SH LL SE APPROVED By THE ENGINEER ANION TO INSTALLATION. FLARE RARE$ OESFH SPEED NLDE SHY LINE BEYOND SHY LINE YPH INC LS GLARE RATE FLAIE RATC )0 9' 30+1 61 SO 8' 26,t Mn 50 6.3' 2N1 RH 40 30 4' 131 TI • SUGGESTED MAXINWM rLME RATE FOR SENRDO BARRIER SYSTEMS. \VOC]T A COPY OF THE ORCN& SE&EO AND SMNCO BRAWING 6 ON FILE N THE CENTRAL OFFICE. SPEC CATI ON RDAD AND eaIDCE sTANDuros STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFEIrIREJCE SHE ET I OF 2 REVISKM DATE (STRONG POST SYSTEM) 221 MIS 5pL04 ON/M VIRGINIA DEPARTMENT O TRANSPORTATION VDOT: GR-2 NOT TO SCALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OC1��NL n (D 1 �Cel oz S a Lic. a.45183 LrS/nnrAT F+�G` 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] 9111110111►161 SITE, VDOT & ACSA DETAILS Mai 3 VDOT: STD. DROP INLET (DI-IA)C9_ C9 NOT TO SCALE WP-2 5 1' COMPRESSION x 3/4' OR APPROVED EQUAL O FOR USE ON ATTACHE SINGLE FAMILY AL SERVICES OR DUAL RESDENTAL R RND RRI SERVICES. AND IflSGATON YRMCFS. 4R�NM TEENO NO 2. DUAL SERVICE L I' COMPRESSION . 3/4" MALE PIPE COUPUNC M APPROVED EQUAL 1' TYPE 'M SOFT COPPER O DR UALAI DETACHED SINGLE FAMILY RESIDENTIAL WHERE AN IRRIGATION METER IS NOTT PROA PROVDED. SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON UD I NISHED MADE 12•-15 LOCKMNG METER yA�LL BOX (INLET B: QUIET) 36' MIN. COPPERSETTER 1/6 BEND COUPLING 9s METER CORPUUTON STOP Y:"s'• _ BRICK AS NECESSARY SANG A DUST UNDER `�/''f':/..-L_,. ;Y �C.�Ef';x 4' DIAMETER DRAWN PIPE, 12' BOX AND BETTER (2-INCH ii�yi'See�.^.., , f .`. i"+T: LONG STO ME POCKET, WOT SEC. 203. NO. 57 AGGREGATE MINIMUM THICKNESS) li'"L'': ;AA, .K,Vy:},-!_L .-1M.;,�;J TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 1�)ACSA:5/8" & 1" WATER METER INSTALLATION C1 NOT TO SCALE CG-12 NOTECOMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWNG- HYMNULIC CEMENT SIDEWALK (DEPTH IH INCHES. AREA N SQUARE YARDS) CAR WHEN EWNED ICC-2 OR CC-3 IN LFEAR FEETI GENERAL NOTES: DETECTABLE WARNING SURFACE IMEA N SQUARE TARGET 1. THE DETECTIBLE WARNING SHKL BE PROVIDED BY TRUNCATED DOMES. EACH I THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMAWZED FOR EACH CAR CUT RAW. 2. ALL DETECTMLE WMNIAG SURFACE PRODUCES Si <LL AIEEI MF EOUREMENTS t4811 tM" OF SECTIOE 504 OF `HE SPECPNDOUCOTS FORUSECGH12 ETTECTABLTWO THE MATE (SURFACE, PROVEOPR ARNIN LIST MIMBER T23. SLOPING WES OF CURB RNF MAY K POUED MONOLITHICALLY MTH RAPFLOOR OR BY US'NG PERMISSIBLE CONSTRUEVE! JONT WITH REWIRED BARS. 44. SEWNED BASS ISLE r0 BE K0 5 x B" PLACED 1'CENTER TO CENTER ALONGWIN SEES OF THE RAMP FLOW. MIDDEPTH OF RA,p FLOOR. MMAM CONCRETE COVER 4/i'. uM 5. ROADWY CUM / CURB RAIMPSAARE INCLUDED IN P`AA'AYMENTTFORGUTERSLUR 'ROOMTANSITµ ADJITERR TO CURB TYPE A 6. CURB RAMPS ARE RECURRED FOR SIDEWALKS MO SHARED USE PATHS THE WIDTH OF PERPENDICULAR J✓� COWUNCTJ N RAMP SHAREMATD USE EPATX THETMMMMH. N MOTH RSHAFLL BE THE ARE USED y. WAY Kr K,'4:I �IY�KHSR',C Ni •Q,P fyyTY„55M1 OF THE SHARED USE PATH - v1"Re 2. l :j'yA%L.ASii�NYi j1fIY,'" N•I VmN ]. DETECT LF GFLOOR SHULL EXTEFD ME FULL WIDTH OF THE CURB PIMP Lmomc Ai'i dSll H' 12f �C e. OUR RAMPS WILL BE INSTALLED AMD LOCATED WITHIN PEDESTRIAN CROSSWALKS 12MIN AS SHOWN ON FILMS OR AS DIRECTED BY THE ENCNEER. CAN RAMPS SHOULD N07 B ETC. PE BEHIND VENUE STEP LINES: LIGHT POLES. FIRE HYORANIS.DROF TYPE B 9. THE CUFBYOSE KNNc Is PLLAACERD WIITT" THE E eis Of THE CROSSSWALKKDAND PARALLEL THAT THE SLOE AT THE CONNECTION OF THE CURB OPENING S PERPExDCOAR 10 THE CURB. _ 10. Cf TIDE (MILE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH MTH THE BACK OF CURB. _ -- II. WHERE CURB MAKERS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES WARNING SURFACE SHALL A tACYORY RADIUS CA TIONBETSTREET f4LD MODIFIEDTECTEAS RECOMMENDED BY INS HAW 5 4N )K* YAAFAClWER TO MATCH THE BACK OF CURS. SEE CC-12-INS PAGES 204,06 AND 204.07 FOR METHODS OF NSTALLNG DETECTABLE WARNINGS ON A RADIUS- •'. <. X .2' INGHEN THAN EDGE OF PAVEMENT Ar * % ,SAME AS i0P a CUS TYPE C PARALLEL & PERPENDICULAR T(6MCATED DOME .6"-2.4" C-C 0 0 0 0 0 - A Q D Q Q Q Q Q D Q Q Q mr 0 D D O 0 0 0 0 0 O 0 G LNIdXE RNP y1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q D 0 0 0 O O 0 0 0 0 O 0 0 0 01'65'X OF BASE OIAIEifR O O O O O O O O O O O O O O O TI!lP DIAMETER 0 0 0 0 0 O 0 O O O 0 0 0 0 O OETECrAE WARNING SSEENO ILE CURB O O.9 Ad VARIABLE FULL WIDTH DE RAW FLOOR ppY LMTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDQ-F A COPY OF 1K DFmMA SEnLiD A1ND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE ITS mN sHECT IDF 5 REVIWN DATE (GENERAL NOTES) IDS 502 0414 P;naA DEPMTMEM OF TRANSPORLTION 50. 2D4D, VDOT: CG-12 GENERAL NOTES NUI IU SCALE CG 12 °5 DOWELS, 8" LONG lT PERMISSIBLE R AT 12" C-C 5'ILWR, COINSTRUCTION - �'OIN A y i2-I MAX N' MN 12:1 MAX 1P\ RAME � RAMP JT WITH BUFFER STRIP 1YE THEM (SEE rMLEI TRANSITION GUTTER PAN SLOPE LTR/NYSIl10N GUTTER PM SLOFE TO 20:1 THROUGH RMP LENGTH 2_I 5'luH TO 20.1 THRIVEN RAW LENGTH GUi I[R PM MAXIMUM SLOPE 20'I SHAPEE TD CURB MATCH FACE WITHOUT BUFFER STRIP OF ROIOWAY CB BACK F. CURB 4 .1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LMD14 .MINA 2"' MN. SECTION A -A OETECtMLE WARNING SRFACE PERMISSIBLE CURS y coNsrRKnoN ByH JONr � CROSSWALK ­P`I r SECTION B-B COATE ''"c17`'G E COME NOTES: ONE DIRECTION ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SWrACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET 101 5. _ t THE RECOMED LENGTH OF A PARALLEL RAMP IS LIMBED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. UTTER PAN SNAIL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING, 4- OACONAL PLACEMENT 5 NOT PERMITTED. TYPE 8 PARALLEL APPLICATION ROW WAY GRACE N REKENT MINIMUM RAIN LENGTH N FEET ." CWB 6" CURB D 4 6 1 5 2 5 e 3 e 9 : s 10 0 6 14 IS CROSSWALK CROSS T 1 pp CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP `VEND-F A COPY Of THE ORIGWEL SEALED AND SIGNED OPENING IS ON FEE IN THE CENTRAL OFFICE- SEC61CA11W ROAD AD BRIDGE STADADS CG-12 DETECTABLE WARNING SURFACE E""E"" SHEET 3 of 5 REVISION DATE TYPE 8 (PARALLEL) APPLICATION 105 502 20403 O.119 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 3 VDOT: CG-12 TYPE B C10 NOT TO SCALE TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SESSIONS PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EMSTNG ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/ INN THICK ASPHALT SURFACE COURSE fSEE NOTE 5) " MINIMUM 12 INCHES. A GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS A4 I]ETERMNED BY CORES ISM NOTE 3) NOTES; E ASPHALT PAVEMENT WDERNG SHALL HAVE A PAVEMENT DESIGN IN IDCOlDAICE WITH CURRENT VOOT PROCEDLPES AND BE APPROVER BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET A EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. S16SUFACE MANAGE OF THE EgSFNG MD PNOPOSD PAVEMENT SHALL BE ADDRESSED) IN THE PAVEMENT DESIGN. I A MNADM OF THREE COTES SHALL E TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERME THE TYPE AND THICKNESS W EXITING PAVEMENT LAYERS. THEY CORES SHALL BE SPADED NO MORE THAN 500 MET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILD A MINIMUM DEPTH OF 10 INCHES AND WITH O REPLACED AN ASPHALT SURFIE ACE COURSE TO MATCH T PROPOSED PAVEMENT WIDENING SURFACE OWRSE,ULESS WAVED BY iE ENGINEER, 5 THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOE AND EFFECTIVE SURFACE DRAINAGE. 6. EXITING PAVEMENT MARKINGS AND MARIFRS MEN THE PROJECT LIMITS SHALL BE RESTORED SUBMECT TO THE APPROVAL OF THE ENGINEER. 7. FAIL TRANSVERSE PAVEMENT TIE-IN SHAM CONFORM TO THE REQUIREMENTS OF SECTION 3151 OF THE SPECIFICATIONS EXCEPT THAT ALL JDNTS AT TE-N LOCATIONS SHALL Y TOFTD MISER A D FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315A710 OF THE SPECIFICATIONS. RGAD ADS srAawmB ASPHALT PAVEMENT WIDENING -R�°ffN - aEET 1 OF I EVN011 DATE FOR WIDENING SUBJECT TO TRAFFIC 50302 MINA DEPARTMENT OF TRANSPORTATION VDOT: ASPHALT PAVEMENT WIDENING NU I SCALE A GOMEL. 9- LONG a IT' C-C B LL "It i EI I I I B PI �TRJANSIXR GUTTER PAN SLOPE TO 200 THROUGH RAMP LENGTH A iR SITION GUTTER PM! SLOPE GUTTER PN! YAXINLM SOPE 201 TO 20A THROUGH RAMP LENGTH Irmo'Will, C 0" Mn 9. BACK OF CURB r12'1 MAX- 4 20 I I 1 '4N_ SECTION A -A PEIFWSSIBLE CONSTRUCTOR JDNT SECTION B-B NOTES: t FOR GENERA NOTES ON THE DETECTABLE WMNNG SURFOCE,SEE SHEET ICE S. 2, TMIS DESIGN TO BE USED FOR CONSTROCTION THAT INCORPORATES WRIER 50EWALK LANDING U'MOE)REQUIRED AT TOP OF [(NI RAF, MINIMUM CL.PI RAID LENGTH B FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL Y A MANIMW SLOPE OF 200 AT THE RAMP OPEMNG. a. DIAGONAL PLACEMENT IS NOT PERMITTED. EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT Y Y � K U TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK l.I.P IL Ut I L1_ I AULL YYAK NIINIo JUh I05 TYPE A (PERPENDICULAR) APPLICATION 502 SO4 KRONA DEPARTMENT OF TRANSPORTATION `5�VDOT: CG-12 TYPE A C1 O /NOT TO SCALE CC 12 INS EXAMPLE BLENDED TRANSITION (NOT FOR USE IN NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLYI 2'. SDETECTMLE WARNING PANEL -2', 3'DETECTABLE 2'. 4-DETECTIBLE wMVNC PANEL WARNING PANEL i I �FAGTORY EDGE IG LAS'1U LINE FACTORY EDGE EX<MPLE CUI \11 PATTERN VL2'. 3'OETECTABLE WARNING PANEL DETECTABLE M 4X4 4X4 POST POST )DOG PARK FENCE DETAIL C1 NOT TO SCALE Q TOP RAIL PALLET QUANTITY = 80 2' X 6" X 94-1/2• Deco Rai Ribbed. Qs PICKETS 0 PALLET QUANTITY - 12 Fill Kits 7/8' X 7' X 39-1/4". 12 Me v z' Full pickets and one end picket With tongue removed. 0 PICKET END CHANNEL Ba• 7/8" X 1' Qi BOTTOM RAIL Qi C' PALLET QUANTITY = 80 -. 2' X 6" X 94-1/2' Deco Rai Ribbed. Includes steel channel. © POST PALLET QUANTITY : 48 5'X5'X84' POST CENTERS -5X5=961/8• SCAT TYPICAL PLACEMENT AT INTERSECTION 8 WOODEN MECH. EQUIPMENT FENCE DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) NVDOT C1 O NOT TO SCALE NOTE: TO BE PAINTED WHITE OR TO MATCH THE ADJ. RESIDENTIAL UNIT ROAD AND BRIDGE STADARDS REVISION DATE SHEET 2 OF 5 0./,9 a6ADa EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO FACTORY EDGE 2'. 3'DETECTMLE WANTING PANEL TYP. EXAFLC CUT DASHED LINEI. ;!!!.......;' II.. PATTERN •• ' v!!'..! :Y .. !!!!�!'! .. .... !!!: NOTES L LWATIGNS WHERE THE DETDTO$E WARNING CANNOT K PETALLED WITH A MAXIMUM 2 OFFSET FROM THE BACK CP CURB SHALL HAVE A RADIUS 10 MATCH RADIUS OF THE CURB. DETECTABLE WARNING PANELS SHALL HAVE A FACTORY RADA ENGINEER OR IF MPROVED BY THE MAY BE FIELD MODIFIED AS RECOMMENDED BY THE MANUFACTWER TO MATCH THE BACK OF CURB. 2. JONTS BETWEEN DETECTABLE WMNNG PANELS SHALL BE FACTORY EDGES. CUT SUES OF PANELS ME NOT PERMITTED TO ABUT ADJACENT PANELS. 3. AWNENT OF MKS. ON ADJACENT PANELS THAT WILL K MODIFIED TO FIT A RADIUS SHELL BE NMITANED WHEN FIELD MODIFYING DETECGKE WARNING PANELS, 4. DETECTMR LE WARNING PANEL SIZES SHOWN AFOR EXAMPLE PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN ALIGNMENT OF THE DOMES FDA EACH CAR RAMP LOCATION. 5. BLENDED P ANSIPK N CURB RM 'S ME FOR AtERAIION STUAVONS WHERE STMDARD WECTION& CURB RAPS ME HOT FEASIBLE WE TO STE CONStRMTS. BLENDED TRMSITgN CURB RAMPS ARE NOT PERMTTED FOR NEW CONSTRUCTION 6. PARTIAL DETECTABLE WASHING DOMES THAT ME THE RESULT OF CUTTING PANELS SHOULD BE CRWNO FLUSH MTH THE PANEL SURFACE. 7- GARS BETWEEN ADJACENT DEIECTMMEE WARNING PANELS ME NOT PERMITTED. 6. SEE PANS FOR CROSSWALK MARKINGS. TURNING AREAS. ROUTE WIDTHS. GRAE CHANGES, AND RAMP CONFIGURATIONS VLJLJ I A COPY OF THE WIGNAL SEAR AND SIDELINED DRAWING IS ON FILE N THE CENTRAL OFIICE, SHECFICATION ROM AND BRIDGE srANDMGs CC-12 DETECTABLE WARNING SURFACE KFERENDE sHEn 2 DF z REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS wi 2a.07 MW 0.... VRGNMAA DEPARTMENT- OF TRANSPORTATION- S0L ::6:)VDOT: CG-12 METHOD OF INSTALLATION C1 NOT TO SCALE 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 00000000000000000 #4 BARS AT 12" O.C. 4 COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED 10 TYPICAL DUMPSTER PAD SECTION Ni O NOT TO SCALE X 6" BOLLARD X 4" WOODEN POST D d. . ,A �. 6" WOODEN ,:I! " o D FENCE BOARD IA_D 2" X 4" RAIL (TYP) , D D A D D , 4" X 4" STEEL COLUMNS FOR GATES A 9.. D , ., .. .,- . * :P• 4" X 6" TREATED WOODEN GATE FINISH TO MATCH BUILDINGS D: D 0' D A A CONCRETE PAD A s X, 20'': . AA.., p A. A 11 )DUMP 'TER PAD DETAIL C1 O 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 FO BE NSTALLED 3EHIND NOODEN SLATS 01 12' POST 9 \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 12 TYPICAL SIDEWALK SECTION ;1 O)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 13�TYPICAL PAVEMENT SECTION C1 O NOT TO SCALE .375 5 c 2 2C 1 2C 1 6 0 RIES& �, MIAD29ME 15 . A � Z5 ©� R7AD MDGESWIE R7.8 NO PARKING A 1 B 1C G 1 E F G N J X L LEGEND- GREEN(REMOREFL), WHITE SYMBOL ON BLUE(RETROREFL) 1 12 1 a 1 3E6 1 a IS 1 51) 5 1D I IBM I in Iu BACKGROUND- WHITE(RETROREFL) 0 1e 1 a 1 3I I 4Y 225 1 20 1 1 LED I ISO I &M IS "Reduce spacing 50%. PARIa1GA2n 7m GKGIBMLI2Hrw **Seepage6-31. COLORS. URED -GREEN IGETRO1ERfLRE!U111VCX DDLGRR LEGEND -MR1E !RfTNRE11EC1NfU • • •See page 6-2 tar snow design.G'°`B1Q"'°-"Y"E IREIRNHLECIM) 1w.xGwD-Nu !IEIRRRRfLTNn 14 HC PARKING SIGNAGE C1 O NOT TO SCALE 4D5' RESERVED 5' PARKING 1•• ' 383 3825 75 W T L SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM PL n (D 1 L �Ci O oz s a Lic. 0.45183 N LrS/nnTAT {+"� 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] 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 300E PSI CONC. BASE 2 -0 NOTE BE CONNECTED USING A PIPE SADDLE. BENCH SLOPED TO FLOW A SWEATS. FmNGS �� 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 OVAL 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 IIIIIIT 5 OF SEWER ET. LATERALS SHALL HAVE A MINIMUM COVER t - BRANCH MINIMUM ELEVATION t 12 � 1 1 ■ DIFFERENCE ACROSS M.H. 5" 4'-0° 5' � FLI+ USE ON DET.CHr, eNctF 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 PVC PIPE CONTRIBUTING -- '=-sr_- q CAST IRON UP. SEWER. a a. ° s q A 12 FINISHED GRADE A FILLETED INVERT FOR A SMOOTH G 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,PP1 kjET1EA 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' ,:;:.::. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED-;•,_,;.. ICK A'S ORPORATION 5TOP 1'!yy'•;.7 'elV�--rd!I� NNEECESSARY TYPICAL MANHOLE PLAN INSIDE AND OUT. ='=i5"°' SAND OR OUST ,HIDER 4' OIAVVIER OR044 PPE 12' BOX AND SErIEt t2-INCM 4 1I;'.-:;`, y'-•,"; . ,'!i+'�*}f LONG STOW POCKET. VDOT SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION MINIMUMTMCkNE65,:°:;,.�-=, _:=:=>?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 ITYP.) q DROP MANHOLE PVC CROSS U� q r� 24" IN 24' N INITIAL BACKFILL g" g" g" g" 912 E. HIGH ST. 434.227.514E --- USE APPROVED FLEXIBLE RUBBER �iC' 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 1..Tµ DLE TTED RAFFIC RATEI, " ° 6• STOPGASKCOUPLING *STABLE SOIL ROCK ji VALVE BOX W/ LID o - 27' * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL Li DROP PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND PIPE STRAPS STEEL) THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OFEQUIPPED NOTE: HYDRANT MUST BE WITH CHARLOTTES-GfSPACED dqg,(STAINLESS EVERY #68 STONE. VILLE 2' VERTICALLY 90' RESTRAINED BEND '>SEWER FOUNDATION IN POOR SOIL UNDER -CUT CONDITION LENGTH OF BRANCH VARIES It Lic. I INFLUENT A PIPE 6' MIN (270) 2' TO 10' 0.4 > . A ic z a 4 .. PIP ER 18"-22" VALVE BOX ssIONAL M .). GATE VALVE PLAN 4' 11 INITIAL BACKFILL 4 MI 7 CU. FT. #68 STONE 1 UNSTABLE a" e" B" s' --- -- PROFILE 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 A o', VALVE 1. HEIGHTOF THEVERTICALDROP PIPE WILLBE DETERMINEDBYTHE ACSA, BUT SHALL NOT BE LESSTHAN TWO .a STABLE '°III; 8" X 6" FINAL SITE DEVELOPMENT PLAN SOIL OR ROSTABLE 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 250E P.S.I. CONCRETE .' . °. •. ;�: :�r: 999 RI O ROAD / Ir THE DROP FITTING WITH STANDARD GASKETJOINT. NOTE BASE AND THRUST a+. ��'Ie' j I� • 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 250E 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 [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 GRADE FIG. S-1-122 3.(FINISH DINGRA ECHES SHALL SLOPE AWAY FROM THE ERE HYDRANT AND 2021.04.13[ACSA] FIG.TW-2 VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 2021.05.1E AR [ B] TD-30 TD-2 TYPICAL GATE VALVE IT IS NOT ALLOWED IN THE DITCH. FINAL SDP18 05. 2021.[ ] 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5. FIRE HYDRANTS SHALL 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 N0. 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 W III 6X6' LANDSCAPE EASEMENT PRIVATE STREET LAYOUT DETAIL NOT TO SCALE �_I GEOSYSTEMS Based on the evaluation, the following material is are recommended for the Geoweb application at the site. We assumed a heavier aide loading to account for construction traffic on the mad. 1. Prepare sub grade to a minimum CBR of 6.0%. 2. Provide a 4800 111 enhanced woven geotextile separation layer on top of Me sub grade and install in accordance with Manufacturer instructions including overlaps based on sub grade CBR. 3. Presto Geoweb GI IS - inch) panels filled with Engi nerd Fill. 4. Engineered infill shall to a mix atopsoil and aggregate having a homogeneous m0dure or a clear Crushetl aggregate having an AASHTO MS or similar designation blended 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 ID Inches (9.5 to 25 mm) with a DLO of 0.5 inches (13 rum). The pulverized topsoil portion shall equal 25%ofthe total volume. The topsoil shall be banded With the aggregate to produce a homogeneous mixture. Once placed, the engineered fill shall be compacted to a 95%Standard Proctor. 5. Conned the Geoweb sections with ATRAO Keys at each interleaf and end to end connection. S. Preshape the Geoweb panels before infill placement. 7. Limit the drop of infill into the Geoweb panels to prevent distortion. 8. Provid e 2 inch wear surface of engineered fill. For add itional Load Support Resources, click here' Load Support Design Engineering Resource Package If you have any questions or need any additional information, please call. Sincerely, Sas Juauce,, P E. Civil Design Engineer Presto Geosystems Nde.: TNN .wNdtlx. b eopY tad and N boe.d an the uw 01 Geri GeoW,b mxuhxered by Pnrtu Product. tee All ridyt. rvrN. Any uw t t I. ewldd:,on to, any ce Al product o%lwr than Nor on by orwto Produce Co. M strictly pyahbbW and md.o, tNei ewhddan hwlm. 2. 0.N0, town RAS ID Hm lodl6dn 30 Np .lydl. u.lw loWlnv nw 235 pit ni. ple..gu ILO it. trvn auo.m X c.d..b ii cod bx. w, A.. buyl a. w .sAi o of 2/3 ....red .00,.vme and 1/3 top.u;l nl.. ARr,. ;c.SW a 17 .Nh o 050 W 0.5' end pronto 2501 wN .px..h.n 4. Bow .MI be d• toy OR bw..n u2% e+d 49 antl 4' lor CAR .bma 49. 4. . rynh.d,'". d 4d00 Ib./R e,h.ar.ral ... deoteAle .ro—o'— I." anal .—toll in o.caderce .dh w—Iti kwer rwol+nTddVMe h.Ndll .wlNpe bdced alp cob Ovid. OR ♦ lb. G vM pmA ball b. wnneard .IN A1RA by, or cod, ntMnuf old end to cod wnn.ctbr L Prodde A'IRA M.h>. to be,p pm0. open tar h91ha .. rcoPirect. ♦ limn tM dlop or RMI to p.w,r l= dblltlm. VLCEl sJAME \ OCCAU :Alit'[ FLLED WI ENGINEERED INFILL sm WTE 0 00000 0000 0000 0ovo 0000 00000 v000 e0o0v o0c0 vovo ovovo G000° oo°o o°o° o°o° °o°v o°o°0 0000 0-000 oono 0°0° 00.00 0D71[X1 WE N01E 3 AIRAA STAKE CIY N0 4110112712 — Ed) VILLAGE i� aDMR lcd,�d-a....a�mdnn.�a..�"a ­.n. cEOH0 LOAD SUPPORTArm,'vAl ATM KEY dm'JmtfY.r.�.,r.° 7 a ° 7" — 3,000 PSI CONCRETE a a 9 ed <a d oOOOOOOOo0 000000 6" — VDOT #21A BASESTONE 00000000000000000 IiI liI liI liI l MIN.OM PCBR ACTED 6.0 U BGR ADE TO BE FIELD VERIFIED HEAVY DUTY SIDEWALK SECTION 1 2)NOT TO SCALE 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 _ —III TREE PIT DEPTH EQUALS R L PREPARE SUBSOIL TO DEPTH. MEASURE BEFORE DIGGING WITH MOUND TO - - PREVENT SETTLING v - 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 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 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 1- 3X ROOTBALL DIAMETER DIM. TREE PLANTING DETAIL 12 Not To Scale VARIABLE WIDTH ROW o.o'1-1 10.0' 0' too' o.o' o' zo.o' BUILDING PLAYSCARE PAVED STREET PLAYSCARE UILDIN SETBACK AREA AREA ETBAC 2.0% z � f 2.0% - A �K� 7� 6" — GEOCELL W/ GROUNDCOVER MIX SEE DETAIL 2/C12 7,p,,OM�TED BROWN STONE TAR 6" — VDOT #21A rL & CHIP SURFACE BASESTONE SUBGRADE 8" — VDOT p21A (CBR = 6) BASESTONE SEE DETAIL 2/C12 PRIVATE STREET SECTION C1 2 NOT TO SCALE FINISHED GRADE EXISTING GRADE Y RIO ROAD EAST �; �l GRADED AREA MAINTENANCE F111111A� 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 U Lic. 2 PRIVATE STREET REINFORCED TURF GEOCELL MFR DETAILS ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE FINAL SITE DEVELOPMENT PLAN - c12 NOT TO SCALE TRUNK BASE MEETS SUBSTRATE SOIL RI R AD 999 O O ....... ................ ..................... ............... ............ . PRIOR TO MULCHING, LIGHTLY TAMP ..'...""'""'"' �--::.. SOIL AROUND THE ROOT BALL IN 6" SEE TREE PLANTING DETAIL ......... ....... LIFTS TO BRACE TREE. DO NOT OVER FOR STAKING :::::. COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR NOTE. Emergency access must 9 Y be able to support 80,000 pp . Ibs in all weather conditions. ........ :::::::: :::::::.. .... ROOT BALL MODIFIED AS .::.._ :.;:::: :::.:::::::::::::::::. WATER AROUND THE ROOT BALL TO ""' SETTLE THE SOIL. ::':::':::: ALBEMARLE COUNTY, VIRGINIA , REQUIRED SUBMISSION: LOOSENED SOIL. DIG AND TURN ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE _ THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND ZOZO.O5.Z6 [INITIAL SDP] ABOVE ROOT BALL SURFACE SHALL "' .. I DEPTH SHOWN. REVISION: BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF 2021.01.21 FINAL SDP [ ] PERIPHERY. LOOSENED SOIL. 2021.02.22 [ARB] 4" LAYER OF MULCH. NO MORE THAN 1" OF MILL 2021.04.13 [ACSA] ON TOP OF ROOT BALL. _ ORIGINAL GRADE 2021.05.10 [ARB] .. .:. 1 .. ....... EXISTING SOIL 2021.05.18 [FINAL SDP] IIIIIIIIAN01161 19.006 SITE DETAILS 3X WIDEST DIMENSION OF ROOT BALL -I 6 TREE ON SLOPE @ 25% 4: 1 to 50% 2: 1 C 12 C12 Not To Scale 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 = %a 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 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 O BARRIER DELINEATOR SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 o� SEE NOTE ERADICATE O 200' OF EXISTING PAVEMENT MARKING �O - 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. adI 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 0 0 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 0 r S a Lic. o.45183 `rS/nXTA1 F+� 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] 9110161 19.006 MAINTENANCE OF TRAFFIC C13