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HomeMy WebLinkAboutARB202200072 Plan - Approved 2022-08-25; rit A� 4hristopher Taggart, Digital Signature ARB Approved Plan August 25, 2022 LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE �r BUILDING SETBACK ❑ PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x� SPOT ELEVATION 311.5 TC x 2 TOP OF CURB ELEVATION 311.5 TW x- 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 CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE OVERHEAD UTILITY oHu DHU ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q DROP INLET STORM SEWER ROOF DRAIN SANITARY `oll SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE WS WS WATER SERVICE LINE 0 0 WATER METER 0 0 WATER METER VAULT ■� ■�. FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS - GAS- GAS- GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II OWNER/DEVELOPER Post Office Land Trust; Charles WM Hurt & Shirley L Fisher Trustees P.O. Box 8147 Charlottesville VA, 22906 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Airport Impact Area, Entrance Corridor, Steep Slopes - Managed Planned Development Mixed Commercial ZMA201700005 approved on January 15, 2020 ZMA200100020 & SP200300030 approved on August 6, 2003 MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 2904 PG 065 BUILD -TO LINES Per approved ZMA201700005, residential build -to lines are provided as follows: Front Minimum: 0' from edge of sidewalk Front Maximum: 20' from edge of sidewalk Side: None Rear: None Adjacent to Rural Areas: 20' per approved ZMA2001-00020 BUILDING HEIGHT Per approved ZMA201700005: Block II: 2-4 stories SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, April 1, 2020. Four (4) 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 51003C0140D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Powell 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 amt 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 a shall be reinforced concrete pipe - Class III. PP PP 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. STORMWATER MANAGEMENT NOTES Per the approved ZMA201700005, regional stormwater facilities are provided. Regional stormwater basin in TMP 3213-A to serve Block III (TMP 32-41K1) and regional basin in Block I (TMP 32-41D3) to serve Blocks II (TMP 32-41J) 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. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. No Lighting is Proposed for this site. ITE Trip Generation AM PM Weekday Oty (Dwelling Use Description ITE In Out Total In Out Total In Out Total Units) Townhomes(Mid-Rise) (Block II) 221 42 4 11 15 11 8 19 113 114 227 This design assumes half of trips enter development through the north entrance via Road C. EXISTING USE Vacant Lot PROPOSED USE Single Family Attached Townhomes with associated roads, parking & recreational areas. Block II: 60 Units Maximum Building Square footage is 1005 SF LAND USE SCHEDULE Block II (TMP 32-41J) EXISTING SF AC % Impervious 10,048.3 0.23 5.9% Turf 161,246.9 3.70 94.1% Total 171,295.2 3.93 100.0% PROPOSED SF AC % Building 47,938.1 1.10 28.0% Pavement 36,948.9 0.85 21.6% Sidewalk/Concrete 16,342.5 0.38 9.5% Impervious Area 101,229.5 2.32 59.1% Turf 70,065.7 1.61 40.9% Total 171,295.2 3.93 100.0% Gross Residential Density: 60 Units _ Units 3.93 AC - 15.28 = 15 AC PARKING SCHEDULE Required: Multi -family units: Two or more bedrooms, 2 spaces per unit 2*60 = 120 parking spaces required 1 guest space per four units required = 111 0 = 15 guest spaces Total Parking required = 120 + 15 = 135 Parking space Provided: 23 units with 2-car garage + 37 units with 1-car garage +1 additional parking space behind unit 23*2 + 37*1 + 37*1 = 120 2 guest spaces provided behind each 2-car garage, 23 units =23*2=46 9 on -street guest parking spaces 120 + 46 + 9 = 175 Parking spaces provided RECREATION Recreational area shall comply with conditions of approved ZMA20170005. Block II shall provide amenity area no less than 7% of the total block area. Block II: 0.28 AC or 11,990 SF required; 17,587 SF = 0.40 AC provided. 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 an off -site work. 9 P P P P 9 Y 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. Where the flood level rim 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. GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. Streets in this subdivision may not meet the standards for acceptance into the secondary system of state highways and will not be maintained by the Virginia Department of Transportation or the County of Albemarle. 2. A private street maintenance agreement, which meets all requirements set forth in County Code 14-317, shall be prepared and recorded for these streets. 3. Use CG-9A entrances for driveways with ribbon curbs and CG-913 entrances for driveways with sidewalks off of Roads A & B. S U B2021-00XXX TAX MAP 32, PARCEL 41 J ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' Airport Road Autoo Center Tire Pros BERKMAR DRIVE Wells Fargo Bank© Aa J QWr, RaseWood Village Q 'dunxel's Dint, C- e: •. +' Assisted Llving. ` SITE Reslauraw ROUTE SEMINOLE TRAIL sa BLOCK II The UPS Store �d rt 1� ®Bolangies Famous Banehsn Gnll Chicken'n Blsanis Tercet© - Sakura © J ;s Which wlcn Tfmberwend GO' {1 Supenor Sandwiches Panera BreadQ \ H011ymead Town Center O miry GUeer. Gnl R nl+lll © PelSman Q $larhu[e . ) Holly Memorial Gardens n g Go„ le SHEET INDEX: TOTAL 15 SHEETS C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE PLAN C4 UTILITY PLAN C5 GRADING PLAN C6 ROAD A C7 ROAD B C8 ROAD C C9 LANDSCAPE PLAN C10 STORM SEWER PROFILES C11 SAN. SEWER PROFILES C12 SIGHT DISTANCE PROFILES C13 SITE, VDOT & ACSA DETAILS C14 ACSA DETAILS C15 ROAD SECTIONS & VDOT DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Albemarle County Service Authority Virginia Department of Transportation 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 O U JU TI M. SHIMP a ic. 45183 4� �`SSIONAL le:kAGy ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: FILE NO. Date I COVER SHEET Date 20.018 Date C 1 BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 163.32' 177.50' 2`43'01' 87.95' 157.62N 83°25'07" E C2 111.96' 100.00' 4°09'03' 62.67' 106.21S 33°02'21" E C3 18.17' 91.50' 11 °22'35" 9.11' 18.14'S 18°38'56" W C4 53.53' 180.00'17'02'16" 26.96' 53.33'S 32`51'21" W C5 32.85' 180.00'10'27'21" 16.47' 32.80'S 46'36'10" W C6 72.62' 833.50' 4°59'31" 36.33' 72.60'N 31°05'51" E C7 41.97' 84.50' 8`27'31' 21.43' 41.54'N 42°49'51" E C8 84.22' 245.00'19'41'47' 42.53' 83.81'S 34'17'44" W C9 56.71' 100.00` 2'29'33' 29.14' 55.95N 57'43'26" W C10 137.46' 300.00'26*15'10" 69.96' 136.2EV 60°50'08" W C11 4.52' 969.50' 0'16'01" 2.26' 4.52'N 42°09'26" E C12 28.93' 523.50' 3°10'00" 14.47' 28.93'S 50°42'36" E C13 100.14' 67.50' 5'00'00' 61.85' 91.20'S 10`04'00" E C14 61.60' 766.50' 4*36'17" 30.82' 61.59'S 30*54'14" W 3"OAKy 2P 4' DI-3C TOP 600�34- 59CT----- INV. 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SHIMP Eic. .45183 0 �`VSIONAJ- 0972byea� , HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: -- I - S ,000 PSI CONCRETE (H E S) CONC. a"- TONE 6" A FU 4'- VDOT N21A 6" AGGR. BASESTONE COMPACTED SUBGRADE BASIZE 218 MIN. CBR=6.0 TO BE FIELD VERIFIED 87 M-ssn r SUPERPAVE (TV.) I - BM-25 (TV.) I 6` E (T d21A ! BASE (TV.) COMPACTED 1C{45' TO COMMUNITY ST- � !� _ � _ \ - J A �, 1 \ FILE N0. I'�0.01 L I SUBI CBRG6.RADE MIN. 0 TO BE FIELD _ ,\ 1 ROAD A I VERIFIED (TV.) HOUSE PAVED 5' GUTTER LANE ROAD LANE 3' PAVE HOUSE DRIVEWAY SIDEWALK CL RIBBON DRIVEWAYCURB 30 0 30 60 90 Scale: 1"=30' 2 ROAD A: C-C SECTION 000e^ / C6 NOT TO SCALE 6 1300 SF / GRADING / - RTE 29 i ---3-592 ry 1 V AA V Df2AIN \ -2- 600 595 590 585 580 575 570 ZA, cV 56510+00 10+50 39, E LMLN I �9 p0 --\ E1. 5 \ x i MANAGED � � 1� 1\ ,\\ �A Acsnsn�� \�LISPES GIS \ 35 \ \ SERw \ v 1 �p(5poo f ' 32-43 HOLLYMEAD LLC\q`\\+I \ fb� ^ \ J - _ �' FHA mu OMMDERCIAL V \ l �� vv �i / W 93 AC. 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HIGH ST. 434.227.5140 FFEoi ?g / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM S�6. 00 / \ h�0 SIGN oe \ FFEOT 26 / a' S s.60 o � a, 0 .0 •0 ■ ■ ■ ■ ■ U JU TI M. SHIMP ic. 45183 �0 9 Jq, w� �`rSIONAL b�G ROAD PLAN HTC AREA C x TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 91�N►[6l BASESTONE BASE TYPE L - FIELD VERIFIED (TYP.) I TO BE FlELD VERIFIED I70.01 (11 6 VOOT y21A L JV( COMPACTED SUBGRADE SIZE 21B BASE (TYPJ MIN. CBR=6.0 I I TO BE REM VERIFIED COMPACTED SUBGRADE MIN. I I TO VERBS FIELD ROAD B VERIFIED (TYP.) 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HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 911111IN►[6l 20.018 ROAD C ROAD C: A -A SECTION C8 NOT TO SCALE 30 0 30 60 90 Scale: 1"=30' C8- M 1300 SF GRADING ESMT FROM RTE 29 LLC 7_—...— _ WP-2 MILL AND OVERLAY 3" OAK -.�\ 0 i fl 0\ I I NEW 30' A S EASEMENT �" m-1�> �d NCZ o I \\ 6, ➢ Z m � . 1 I W� a I - —�— rq C 1 o �R TE ROAD �W _ \ ° d WIN \ \ \ EXISTING LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF Large Shade Tree Quercus alba White Oak 3" 6 243 1,458 PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant S`y�mbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF Large Shade Tree Betula nigra River Birch 1 8 397 3176 5ls Large Shade Tree Quercus robur English Oak 1 13 329 4277 Large Shade Tree Ulmus americans American Elm 1 14 397 5558 Medium Shade Sophora japonica 'Regent" Regent" Scholartree 1}" 13 394 5122 Tree MediumShadehade Acer truncatum x Norwegian Sunset 14 15 177 2655 platanoides "Keithsform" e Medium Shade Cercidiphyllum Katsuratree 14" 12 222 2664 Tree japonicum Medium Shade Celtis laevigato "All "All Seasons" Sugar 14" 5 397 1985 Tree Seasons" Hackberry TOTAL PROPOSED BLOCK CANOPY 25437 TOTAL EXISTING BLOCK CANOPY 1,458 TOTAL CANOPY 26895.0000 TOTAL REQUIRED BLOCK CANOPY (15%) 25,679 SF LANDSCAPE REQUIREMENTS LANDSCAPE NOTES: Canopy Requirement (Sec 32.7.9.8.A.2): 15% of total site area 1. Contractor to apply 4' diameter by 2-5" mulch bedding Required: around all proposed trees, and mulch bedding around 0.15 - (171,191 SF) = 25,679 SF shrubs. Provided: 2. All other landscaped areas shall be sodded. 26,895 SF 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of 1 3 Street Trees (Sec 32.7.9.5.D): Large Shade Trees (1 2'-14' Min. Cal.), 50' O.C. trees is prohibited. Shrubs and trees shall be pruned parallel to road or Medium Shade Trees (1 "- 1 4' Min. Cal.), 40' O.C. parallel to road minimally and only to support the overall health of the plant. 4. All new planting shown on the plan will be completed after Berkmar Drive & Timberwood Boulevard: 750 LF building and road construction to avoid tree planting damage. Required: 750 LF / 50 = 15 large trees 5. All disturbed slopes 3:1 or steeper to have low maintenance Provided: 15 large trees & 5 medium trees 6. ground cover. Contractor shall plant all landscaping by the first planting Connor Drive (outside of easements): 212 LF season following the issuance of the first certificate of Required: 212 LF / 40 = 5 medium trees occupancy within the development. Provided: 6 medium trees Private Road A: 656 LF \ Required: 515 LF / 40 = 13 medium trees on each side Provided: 9 large trees & 19 medium trees Private Road B: 380 LF d Required: 380 LF / 40 = 10 medium trees on each side Provided: 4 large trees & 16 medium trees SHIMP s \ \� Pavement 36,948.9 0.85 21.6% z1Z 5 AHE oz a d d zAIX \ — \ NEW 30'- a ACSA ESMT d d i Ly � ; . TEL oN� � \ s t� o XWAllX / g —\W—wII—W W — W W — w — WI — Wi —` tNEW 30 ACS -a ° t, . I / ESMT ° e ENGINEERINGY LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v JU TI M. SHIMP ic. .45183 o 9 SSlONAL BAG ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: SON SWING SEAT - I BENCHf® ' I /' a FILE NO. (TYP.) WHIRL I &\ \ a ° 20.018 14'x14' / I \ �/ - i !UOU LINE B 291 sMLANDSCAPE PLAN BE PRUNED--e `�'..d - - - ROM GROUNDPRO ucu UGUQ—uc __ `— - - \THE LINE�OF SIGHT uGU - - - —ucu ucu __ / - ucu— `! ucu— cu uw u cu_ucu u tit ° \ 20 0 20 40 60 x CONNER DRIVE - - - _—�—i:. y .(PRIVATE - - ��— ��.��.o_�-. uG�., ./.. Scale: i"=20' C91 RIGHT —OF WAY)I— _ a SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM N E3 E4 E5 0 600 Go 800 00 00 N 590 590 590 590 595 595 585 585 585 585 590 590 rj In 0 IN lry GRADE m — —�juv JU TI M. 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LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU TI M. SHIMP ic. 45183 I �0 9 l2l w� SIONAl- ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: FILE NO. 20.018 SAN. SEWER PROFILES c 11 H y5 73 9 - 51 Ix 73 IN SERTAC aO N to ! \ 64° o Tw 73 5 \5HP X n 5/8' NhM a9 72 73°B x 7q - 173° 79' 73 Ial T. 74° " l aw 7f5w 8orw - 70- "i LINE OF SIGHT. ALL TREES _o � MUST PRUNED 6 GROUND FROM GROUND TO PRO ' �+! THE LINE OF SIGH 12+00 8888 +7412+50 --- -- - / HORIZONTAL SDR ON CONNOR DRIVE & ROAD A 30 0 30 so 90 SCALE:1 "=30' Scale: 1 "-30' 580 575 570 565 560 N m of 555 � �R iSTANCE LOOKING RIGHT EX. i GRADE — -.5' 00 M n N N P In 16 Ni Mi co (D co CID w Ln IA LO O M) qEW— CRAnr OR 'mI� to in 10 N,IA 10+00 10+50 11 +00 11 +50 2 )VERTICAL SDR ON CONNOR DRIVE & ROAD A C12 SCALE: VERT. 1"=10', HORIZ. 1"=30' 12+00 12+50 580 575 570 565 560 555 13+00 1 I II 1 y `— BERKMAR AD \ 1403 12 ARIABLE WI IGN ( \ IWP-2 MILL AND OVERLAY ERMIT SIGHT q$UNff • - f �� — _ _ _ — —280' \— _. — _ _ �, _� 9 N 6 12+90 12+50 LINE OF SOL a-2+08 ,64 g _ - 11 _ _ _ _ _ _ _�_ _�- _ _ .- N /.� .0 _ A -- R ATION � _ 0 O' — ,289 SF 10+50 / 1 '� EXISTING TO BE YA SIDEWALK NED TO 10' I/ 10+9 �� 0 8_ ------- �., 9415 -- 94" da — — ._ — — — — — — — — — — — — — — — — — — — — — — — — — — CE AIL ZED — — — — — MAIL 98 q 93n 41T TG — — 1 i o4 ,N p R IH ATP(T W. 3 HORIZONTAL SDR ON TIMBERWOOD BLVD & ROAD C 30 0 30 60 so C12 SCALE: VERT. 1"=10', HORIZ. 1"=30' Scale: 1 "=30' HEIGHT OF HEIGHT OF 605 600 ��E � �J STANCE 100K1NC L T — — — — — — — — — — — - ----- x. GR DE GRADE m Qa 10+00 10+50 11+00 11+50 12+00 VERTICAL SDL ON TIMBERWOOD BLVD & ROAD C SCALE: VERT. 1"=10', HORIZ. 1"= 605 600 595 590 12+50 610 605 600 595 590 N 0 rn01 HEIGHT OF OBJECT=3.5' LOF 10+00 10+50 11+00 11+50 12+00 (�5�VERTICAL SDR ON TIMBERWOOD BLVD & ROAD C SCALE: VERT. 1"=10', HORIZ. i"- 12+50 610 605 600 595 590 13+00 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU TI M. SHIMP 1C. .45183 I �0 9 l2l w� S '10 L b�G \.211 • m HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 91111IN►[6l 20.018 SIGHT DISTANCE PROFILES C1� 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -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 1�ACSA: SEWER PIPE INSTALLATION (TYP,) C1 3 NOT TO SCALE Face of Curb -.�.{ Imeft Line 8Rn R 1 ft 31n t61n Rtft6in 12 12 IF L- - - - -- - - -- &elders Option Area may be concrete Bottom of curb may follow slope of subbase provided a minimum d of 7 inches is maintained- I ftOm 2ft0in Whop Cmb 2 )VDOT: CG-7 (ROLL TOP CURB C13 fiNOT TO SCALE rxW FINITE. CIRR OR PROPOSED E%PMGEN JA w SDEWXx AR SPACE ypF e L z A 1 S a F EXPNSNNY JgMi E EIF B, �' O INCLUDEDN EG"rNIS FLOW LIRE "iHO CUNNS x.lAlxr EWrRMEE MDrx 16 I'LeY50.1'�NTE NINNWN G EDGE BY PAVMM BEEDI LIRE, Q EEO. M' WITS OF PEA. KCESS ROUTE® KCESS RWiE® UWAVEA SPACE ''AIX-lXA RS'WLE' UNPAVED SPKE PEDESTRIAN ACCESS ROUTE DETAIL IONTpNK RIOT-CFMAY UI flF MEO IF THE LIMILS Or Psossr WlM Kcsss ROUTE NI BEYIXA ENSTNG OR PROPOSED VDJT T-Q• WAY. ® PFLESIRMY KLE55 POUTES PROVILf A EGNIIXVOU U KBSTRUGTEO Al' FIRM MO SLP flESISifNI S4"'4o: `PATH CONNECTING ' ESSIBE EI£MEMTS OF A 40• 4e9 AS IF M-1"TY TINT GW BE APPROACHED. ENTERED AUO USED By FROM WAYS IF KCESS BOU1E IS M)JACENT TO BAN OF COB, NNMA WIDTH S oULD BE G. SECTION F-F W IF PEDEESTRWN ACCESS ROTES III BON ME G IS EMI WITHHUA MA..2Z GROSSEWIDTH SLCPE. C ff' HALF PLAN WIDEN 16FD IN CON-ONCTION WITH STANDARD COa UP C' -1. THE WAS FADE ON THIS ]TANDNq 6 TO SE MJGTED TO BATCH MpMi/dLE ORB COMpMATICN.PDOMRIOLIS THE ' SECTION E-E A WDswwX aRVE ® NDINILL Gu TOOR ___ ® e. . e.. n. __________ _ i 6' .6.. 6'.a. =6P24'444 b4 A'OY TO ON CNOW e49 _eS �'^ ^e'd6%ieS^44Ge. • CLpSs N Ix.E.S.I GONG. B" KCP. BA9E TYPEI SINE 28 •6'.'6'. .'e'. a• MY uA. sLnPE s'-G'. IL FORT OF cA.1 w.wcE .'j. •.. .c. FOR Cufls MD OUTTEN ONLY * 4e d4c9S'b FOR W x li a i 12 Y NAMMMAGNUMNCNE0.5E IN ]L01£ AT MNI4W U' NTERVPIS M BWIT Ih MLY SECTION D-D SECTION C-C i i F ] 3 H DECIHEASE IN ]ILO£ FOR FIRST K/NTERVAL MA NAGA a x MAMUM DECEASE FOR wcaEDlxc xxluuu WMExvus SPECIEIG.GN VHF REFExTNCE STANDARD ENTRANCE GUTTER POND AD Bflp)E STAWMDS BGD (FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK( R:Wsau DATe sxEET 1 Of 1 VRGINIA DEPORTMENT OF TRM•9pRTRT10N OH/q 2P1.O2 VDOT: CG-SIB DRIVEWAY APRON NUI IU SUALL FA NOTES SHAPING OF MANHOLE AND (NEE INVERTS IN ACCORDANCE WITH THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES NV INVERT OF ON PING OR WHERE NVEIRT Q PPE IS MOVE INVERT OF STRUCTURE. MANHOLE A DROP INLET' IS TO BE FORMED AND CONSTRUCTED ' € IN ACCORDANCE WRAP ARPLICMLE STANDARD GR SPECURL DRAWNC. THE AVERT SHARING AS DETAILED HEREON F TO CONSIST OF A PORTLANI CEMENT CONCRETE MIX COVFORING TO C1A55 M M CLASS CT EXCEPT THAT 25% OF COMM AGGREGATE MAY E IP TO 4- IN DIAMETER AET CONSIST OF STOLE, BROKEN HECK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY LEANS OF HUMID TROWELLNG- NONE 6 THE COMM AGGREGATE SHALL REMAIN EXPOSED SLOPE TO DRAM( TO INVERT SECTION A -A OF MEET PIPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO MAN TO WERE OF OUTLET PIPE METALS OF INVERT SHIPPING M SHOWN HEREON ATE FOR E%APLE PURPOSES OILY. EMI MANHOLE OR DROP (MET IS TO E SHAPED - INDWOUALLY TO EST FfT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES DOT ROAD AND �DGE MDARDB STANDARD METHOD OF SHAPING SPECIFICATION CEN 91EET , GF , REVISION MANHOLE & INLET INVERTS 3oz 106.OB VIRB"A DEPARTMENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING (--4-')MANHOLE & INLET INVERTS C13 NOT TO SCALE d-7,7A 7B OFTALS OF CONCRETE COVER AND GRATE r"I DETAILS OF GUTTER AND 5,-4, 2• DIAMETER BM W TMLBS/FT. NOTES OR N0. 14 GLLET STEEL BM a ].85 METHOD OF PLACEMENT LBS/FT., <MTN MU, GRADE 60. 1. GRATE A IS TO BE UTILIZED N ATE A LOCATIONS NDT NCOALLY NOTES SUBJECT TO TRAFFIC. 2. GRATE B IS TO BE UTILIZED N 1. 0I-7 ND GUTTERS. LOCATIONS NONAILLY 01-7A NO GUTTER IN ONE DIRECTION. ���1FF�TTI�I--�((,, LOCATIONS TO TRAFFIC. 01-78 GUTTER IN BOTH DIRECTIONS. SUBJECT/ L.C- 2. JOINTS BETWEEN LETTERS AND CONCRETE COVER l\ 3. FOR METALS LOAD CMRYND ME TO BE DOWELED WITHERS N % 8" RETE C VA'GE Y L2"ICIII {I' GRATE (CRATE B), SEE T-0I-7, KNOBS W APPROX. C-C TO PREVENT SETTLE - AR L2h.•yA.,%y4 SHEET 113.08. MEHT. IN LIHI OF DOWELS A 2" % 4' NOTCH MAY fi 0 T 4. CONCRETE COVER AND GRATE SE PSTANDA . DETAIL A ME TO E FURMSHEO AS A SEE STANDARD T-d-3, 4 ALTERNATE DESK. 6- (RATE TYPE SIMILE UNIT. OUTSIDE 3. VARIABLE 2-1 M FLATTER. B IFROMR11 PLANS) EARS BE D3'T0M 2FT'R16TAEA PLAN VIEW 1 - DR 3'-a" % 2'-nJ• (CRATE BI. 4. DITCH CRIME MUST E ADJUSTED TO LEFT SEE DETAIL . - DIFFERENCE IN ELEVATION. SEE LONGITUDINAL _ - S. ALTERNATE METHODS OF SECTION. ANCHORING ANGLE IRON WILL BE 5. F DEPTH (D) ECONES LESS THEN 4" LENGTH ACCEPTABLE IF APPROVED BY THE OF WINGS ME TO E EXTENDED AS dIRECTEO 6 SECTION A -A 3y" N " ENGINEER. BY THE ENGINEER. SECTION B- 6. GRATE AND COLLAR ME TO E 6. CURTAIN WALL TO E TH LOCATED AT E END OF ORATE A G/LVAl2ED. THE PAVED DITCH SECTIONS OF THE M-7A 6 BM SPACING CHART 7. CONCRETE COVER MAY E GDE�BBTH T NE NOT ABUTTED BY OTHER APPROXIMATE WANTRES ATE IAIAI GNENSXN PRECAST OR CANT M PLACE. CONWETE RBKCRCNG TYPE p 6 6. CONGETE TO E CLASS M F CAST 7- F NORMAL DITCH CRIME IS T00 RAT TO ALLOW CLANS M STEEL IN PLACE. 4WD PS IF PRECAST. FOR ADJUSTED GRAB TO MET A SPECIAL 0.4. C. Y. 63 llA. GUTTER DETAIL WILL BE REQUIRED ON PLAS. H Y Y B. (q.RT,AADL ELEARRS TO BE PARALLEL TO q-Gt 7FLETc RI ERICH DITCH K- 'D _ 'ZZ D, SECTION A -A BEE NOTE I WE NOTE J SEE NOTE 3 .-4. SE NOTE BOTH SLOPES FLAT DIRE STEE11 SLOPE ONE INTER ATE SLOPE L A (MET OTCH RE - �5D �OiILH GUTTER MADE O BE PROVEEDNOTE_D T MASTED TO ABET AS DIECTED BY THE6 INLET ELEVATION BIBMER (C-7A qLY). MAL VAN N sEE NOTE 3 N0h�f NO CHIN a 4 SEE NOTE 3 H OR fLATTER ME STEP SLOPE -OLD FLAT SLOPE BOTH SLOPES STEP APPROXIMATE QUANTITY FOR OHE CURTAIN W/LL, LONCITAMAL SECTON LEAGUED FROM BOTTOM OF GUAR RWIENI MET 6 LOCATED CONCRETE CLASS M 0.241m Yon. MOVE � TE 8 GRADE) ROAD ,w HV oc�E sTADARDB STANDARD MEDIAN DROP INLET �M"DJNDE'�" IREET 2 OF 3 REVISION DATE 12" TO 4211 PIPE Nt NN.T3 VFGHA DEPMTMETIT OF TRANSPORTATION 503 APPROXIMATE QUANTITIES CONCRETE DI-, d->A OF78 CLANS M CCU. Y05.] NONE 1.211 2.148 5 VDOT: STD. MEDIAN DROP INLET (DI-7) C13 NOT TO SCALE F_ r C I.t-EAPNBIXI JOINT ""�" """"'" ( ISOMETRIC VIEW EDGE OF PAVEMENT a I HALF - PLAN WIDEN USED x cpNA%NGTDn NTH STANDARD Go OR cc-7, THE CURB FACE ON TH6 STAND" IS TO BE ADJUSTED TD MATCH THE MOUNTABLE CURB CGFItlIRATICN. AGENT DY 10 DX cxA2NE PARABOLIC CURVE ER 8' NOTE! OF SIDEWN X 3 LA55 AT M.E.S) COAL. •• 12% MAIMW INCREASE IN 4CPE AT MINIMUM 10' INTERVALS C' M-Ffl,BIKE ryFE 2 AS •lB "• E 3X MINIMUM DECREASE N MOPE FOR EMT 10' INTERVAL AND B% MAXIMUM OECQME FOR SUCCEEDNO NOINM W. INTERVALS FOR SIDEWALK, CURB AND GUTTER - MET COKG6YNTLY. ® FOR HITML CURB ND COTTER ONLY. ® FOR HITRL MEWALf ONLY - OF SDEWALK TO BE OPPA. SECTION C-C © FOR HELESTRIAN ACCESS FOODS - WARM LE TRAVERSABLEWIDTH IS REOMRCD WITH A UNKNOWN 2X GROW SLOPE. ® FOR ORB ND OTTER a1Lr - AFTER INITIAL SIDEWALK.® FOR CUB MD SDEWNK ONLY - NTNNR AMMETER. ® INDICATES POINT CE CRUDE CHANGE. SPERON) 2100 BTMDM[H3 STANDARD ENTRANCE GUTTER WITH FLARED OPENING °ER MEET T DF 1 EvmD11 DATE (FOR USE ACROSS SIDEWALK) BOB ALAI VBONA DFPMTIENT W TRASPORTATIW FACE CF GLIB . C. '. >' . d 1,4ea4"-A^a4b•:�-12%RAN. SLOPE VDOT: CG-9A DRIVEWAY APRON NUI IU SHALL COBB NOTES 1. THIS ITEM MAY E PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS M IF CAST N PLACE, ROOD PSI IF PRECAST, 3. COMBINATION CI.RB W GUTTER HAVING A RADIUS CUREDOF 300 FEET OR LESS (ALONG FACE OF CURED SHALL BE PAD FOR AS RADIAL COMBINATION CURB L BITTER. 4. FOR USE WM STABILUFD OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER E CONSTRUCTED PARALLEL TO THE SLOP SIISBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENCHM A ' 4" 1 _2" R OF THE VOOT ROAD DESIGN MANI B" • r'r •D 6D •G •G •�' •� • D R. D '• D • D , D THE BOTTOM OF THE CURB MO GITnLL ANY BE CONSTRUCTED E SLOPE LOO B• 2'-O' SUBCOURSES PROVIDED MINIMUM DEPTH OF T' 5 MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR p COMBINATION 6" CURB & GUTTER 502 REV. R/06 vIRGMA DEPARTMENT OF TRANSPORTATION 20103 VDOT: CG-6 C1 3 NOT TO SCALE OI-3A 3B, 3C EX'P/ EXPANSION KEYED COAST, EMS qNT BM G NoBM�I f- ARW F 3F I Z PLAN a'-D" SECTION A -A R 6' N. MIN M' 10' MA "`A KEYED COAST. JOINT L-VARIABLE - MAX. 20' I.GUTTED -.-2'-0" 8' 2'-6" 8" 3'-0" 2" GUTTER I�B BANS A ROAC GUTTERH ate, h W BARS c I J BARS F ISMS E .v 1 #3" DIAMETER - - BANS E WEEP HOLE FRONT ELEVATION BARS F B^ T-6" 8" BARS B - - - - - - (GUTTER REMOVED) 6„ IA sxI/,•• BENT PLATE SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 6 CC-7 STMOMDS •a ;,L R L2%'X2'/"XI/" GAVMIZED TYPE B NOSE METAL SHALL BE USED WITH CC-2 &COB STANDARDS. TYPE A TYPE B yz' X A" STIR STEM 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 E ANCHORED WITH yf' X 4'• STUD SHEAR NOSE METALS WELDED TO BENT PLATE AT 2C-C. 2„ BE. PAVEMENT DI-3A IL _, DI-38 L 01-3C L . - -WARPED PAVEMENT -� = q = ---- FLOW FLOW fy FLOW i !�\) 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDO I SPECFICATION ROM AND BRIDGE STANDARDS SLEET I STANDARD CURB DROP INLET REFERENCE 12" - 30" PIPE( MAXIMUM DEPTH (H) - B' O302 IM D9F 2 REVISION DATE 06710 VIRCINA DEPARTMENT OF TRMSPoRTATON 302 8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C) C13 NOT TO SCALE r T r - - NON -TRAFFIC ' l7❑ ❑E)', CONDITIONS ❑❑ ❑❑� A C1❑❑❑ ❑❑❑0)1 A ❑ ❑ 001 LETTERING 11 ' OPIONAL ' C., ❑ ❑ ❑ 01313 ❑❑ ❑❑❑,, TOP Do iM ___ PLAN TOP 22" DIA SECTION A -A 1]A., MACHIIEO 24'. MAIL T COVER E 22%" DIA - TRAFFIC r-I11 ❑I E CONDITIONS 20 DUE �'" '� �IrL4�-YA1A� LETTERING ❑"T Lli ❑� 2424" DIA I 33" d. ldl-ll�•❑ A X ❑ ❑1 U ❑ y J RIK N'Nt0%. WEIGHT j'-I I�1 COVER M LB5 T FF-++Ld i_ FRAME TOP EITHER COVER A OR B MAY BE USED WRM FRAME. APPROI. WEIGHT } 22" DN ;. y COVER PO LBS. MACHBED SECTION A -A SHUT 4 E s STANDARD MANHOLE FRAME AND COVER 224 REV. 7/02 302 VIRCNA DEPARTMENT E TRANSPORTATION 108.04 9 VDOT: STD MH FRAME & COVER C13 NOT TO SCALE 4"- 31000 PSI CONCRETE O O O .O 4"- VDOT #21A BASESTONE COMPACTED SUBGRADE 111101111101111101111101 MIN. CBR=6.0 TO BE FIELD VERIFIED 13 TYPICAL SIDEWALK SECTION NOT TO SCALE SEE STANDMAD SL-I FOR APPLICABILITY OF SAFETY SLABS, B STANDARD MH-I NOTE= 1 ERNE K COVER THE TOP OF MASOMRT IS TO BE LEFT L SUFFICIENTLY LOW TO PERMIT PROPER 1 ADJUSTMENT OFUCCOVER AND MORFR OR TO GBY BRICK AS DIRECTED BY THE ENGINEER. ST-I J- 8�A DIAMETER 4'-8"+(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 QUANTITIES SHOWN ME FOR MANHOLE WITMOUT PIPES. T)E AMOUNT DISPLACED, BY PIPES MUST BE DEDUCTED TO TABLE OF OUMTTES DEPTH BRICN EMRAI CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.7115 T437 5 0.7 0.785 1.WS 6 0.9 0.785 IM, 7 LO 0.785 2.223 B 11 0.785 2ABs 9 140.785 2.747 1D 1.6 °.785 3,009 11 19 0970 3.455 12 2.2 0.970 3.817 IS 2.5 p.970 4.179 T4 28 p.970 4.541 s J1 4 3 W 3.4 0970 5.265 17 4o 1.f73 6.032 INCREMENT 1 0.45 0.562 OBTAIN TRNE WANFTES. 2,A BASE THCXNESS OF 9' WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, •, WATER IALS MAY BE BRICK, CONCRETE OR ARPROVM CONCRETE MANHOLE BLCCK 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME IS TO BE 5- OTHER TMCXNEWES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. K ALL CONCRETE TO BE CLASS Al 7. WHEN SPECFEO ON PLANS THE INVERT IS TO BE SHARED IN ACCORDANCE WITH STANDARp IS-i. THE COST OF FWNISHNG AID PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE NCLUOED IN THE HO PRICE FOR TIE STRUCTURE. =.PECFlGTION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS VooT ROAD AND BRUCE STANDARDS 302 VIRGNIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 3 OR/20 106-01 VDOT: MH-1 DETAIL NUI IU SUALt R •�••-i -:e• SUFAE SEE -i - , i :.e • BASE SUBBASE Co-2 NOTES. L T6 TEM MAY BE PIECMT OR CAST "PEACE. LCONCRETE 10 BE CLASS M F CAST N PLACE, 4000 Py F PRECAST. 1 CUB LAVING A RADIUS OF WO FEET, OR LESS MOW FACE OF CURB)WILL BE PAD FOR M RADAL CUB. 4. THE EPM OF CURB MAY E REDUCED M MUCH M 3• IIW DEPTH) OR INCREASED M MUCH AS W (2r DEPTH) N ORDER THAT THE BOTTOM O CURB WILE O2MCOE WITH TIE TOP OF A COURSE OF THE PAVEMENT SUBSTRI,OTUE. OTIEEMSE THE DEPTH 15 TO E IS` AR SHOWN. ND ADRSl1EN1 N THE PRICE ® S 70 E HIDE FOR A DECREASE OR M INCREASE N DEPTH. 5.CG2 S TO E USED ON ROADWAYS MEETING 11E REQUIREMENTS FOR CO-6 M SHOWN IN APPE DR A OF THE MT BOND DESIGN MAIIAL. STANDARD 6" CURB 502 VIRGNA, DEPARTMENT OFTRANSPORTATIONIIEV. 9/D6 Z01.01 VDOT: CG-2 NOT TO SCALE 0I-2A, 28. 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE V5 GI EXPANSION JOINT BACK OF SWALK )E EXPANSION JOINI II _ GALV. WORD F!A BARS A-1 W F-�C BANS A-1 1 S^ C,I W 10•• C-C a C-C ws S � - - BARS c FACE OF CURB I - W 8-1C-C �IVUVV F Ow RACK CONTROL JgNT 0M10" C-C I _p. 2..0. ".._. n 2._2e• ,. .. D --- SECTION B-B -'PLAN VIEW A GALVANISED MC 6 X V 1 L-------- I I 2. 7.. 1•-4" 2'-O" BARS A-1- -I fl/ny41A"Xy4" SEWS E ro rIF SURFACE APPHROACH CAN. MCfiXi2 " -WARPED SECTION D-D E SURFACE C-[ g. MORE [y//�/\/�,�{�� GAM. N. DIAMETER 9 B W C C I v w I MU WELD ALL WEEP HOLE E IFF----��--��'iiI uCext2 SVU° SHEAR WEE NGRE 6 SECTION C-C CONNECTOR OULAOLLNt ADECREAE TO Y TO FRONT ELEVATION WHEN 'MET IS USED SECTION E-E II. A WITH REMAINS. GUTTER ISMS Al APPROACH GUTTER 3. F. 1 N IRTO - ' WEPHOLE ' VAEZFD ow 1 Fi n o ISMS A-1 SEE NOTE if BENTLATE$ MOPE O W - a eARs A k' u MIROACN _ ISMS - - W "C-C SUFACE BARS B FOR USE ON GRIMES W ' . D" GC 1 %4" STUD �. z R a S C 3 STEM CONN. ''__ `L` nsW" C-C G WELDED TO OH2C f' � BARS F f � RpN W 2 C C L1101 B NOSE DETAILS SE Ps_ - - i I'll � ME NOTES TYPE A ROSE METAL SHALL E USED WITH CG-> STA DARD. )" TYPE N NOSE ATEMETAL.F STALL E USED WITH CG-B GRANDMA. GALVANISED PLATE FOR TYPE A TO WI H ( ON ST ANGLE FOR USE N SAGS SECTION A -A SEEM CONNar ECTIORSDWRDEDD TO BENRED T P" AT 2TCU°-C. WIN SIDES TO E SYM E TRIC& FOR STEP DETAILS SEE STD. ST-I. ROAD A I BII�STANDARDS STANDARD CURB DROP INLET SREFERENCE SHEET I OF 2 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (IT) - 9' 233 Ip4.03 VAGINA DEPARTMENT OF TRANSPORTATION b2 12 VDOT: STD. CURB DROP INLET DI-2A) C13 NOT TO SCALE " TOP COAT OF O O O O O O O O O O SM-9.5A SUPERPAVE 6" VDOT #21 A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 14 TYPICAL DRIVEWAY & PARKING PAVEMENT SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM U JUITIV M. SHIMP 1C. 45183 111. F 0 9 l2l w� SSIONAL b�G HT C AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 91111IN►[6l SITE, VDOT & ACSA DETAILS C13� NOT TO SCALE H W J Z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN \ BRANCH 12" y 11114 --a J J 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE L- E L -12ZED WITNESS "POST WITH E E I ITED BLUE IN REMOTE AREAS E TEI), 41AHKER LOCATION MAY BE SUBJECT T HI H. 4Y DEPARTMENT APPROVAL. FI.I HE GRADE ADJUSTARLE TF.-FFI -TEE I Li I VALVE BOX Wi LIL j._.IL� Mai 2500 P.S.I. CONCRETE THRUST BLOCK M J. GATE V:AL E LINE 2'x 2' BEARING A,- E- NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG, w-5 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX 2'-0" RUBBER COATED STEEL I STEPS CAST IN PLACE , 3 -0' MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5r FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH of FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING_ — SEWER. a •. ° 12" A FILLETED INVERT FOR A SMOOTH �d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NUI IU 5UALE yM PSTEPJ e NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS 04, USE APPROVED FLEXIBLE RUBBER 0 �annr 8 GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY � 90• RESTRAINED BEND a 4 'E I r r PLAN PROFILE MIN, 6' BEDDING WITH NO. 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1—C2 TD-30 ACSA: INTERNAL DROP CONNECTION NOT TO '. CCA,PRE3SI(1N . 3/4' MALE PIPE COU'UNG OR A -PROVE'*' EQUAL ynl NOTE: r] roo srEATE- nmNGs DUAL SERVICE SINGLE SERVICE NOTE ,) SADDLES SHALL -E E PVC: PIPE O1 FOR USE ON ATIACHm 9NGIE FAMILY RESIDENTIAL SEANCES OR DUAL RE%MTIAL AND IRRIGATION SEANCES z. —*x ES9ON . 214' MALE 'RE COOPUNG PPROAD EQUAL FCM USE ON DETACHED 9NUE FAMILY NEAGENIIAL Se�VKE MIERE AN IRRIGATION MEIM 14 NCT PRCVICEP CAST IRON UP. FIM31ED CRATE 5' LA RING BALL _ -uO IF�II 9OX 'JALCE (IN� ,' II' JR' MN f.OPFQ; 6 DEN'u COUPUNO� Ap& I h' `CORPORATION STOP I',C ��"t'• V-'BRICM AS A. C^ t•''�- :��jx NECESSARY SAND OR DUST JNDER 'r •.[Y.:•6'�� a' OI AAETER DRAIN PPE 12• ROx AND SETIEA t2-INCH 4 .���',r.-!: '4+;•;: , LONG 2D-% POCKET. VD07 YINMI.N TFI(YcNEssl �i};::y.Nr•;��, J'?�>!rT'J)+:;��?. SPEC. POJ. Na. 57 AG:AECRTE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER —CUT CONDITION UNSTA SOIL INITIAL BACKFILL jm8L #68 STONE LAR FILLAS20VED BY ACSA STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NUI IU SUALE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4".-7 17 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF — MAIN LINE SERVICE LATERAL SECTION 45'0' 0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SUALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM NOTE: HYDRANT MUST BE �V+ EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD. 0 2 1 LENGTH OF BRANCH VARIES U JU TI M. SHIMP 6' MIN 2' TO 10, ic. .45183 (270•) O 111 22" 7 CU. FT. VALVE BOX `rSIONAL b� #68 STONEI 42"MIN 6" GATE VALVE {s r I' TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 9Ima►[el ACSA DETAILS 2 ACSA: GATE VALVE TYP. 8 ACSA: FIRE HYDRANT ASSEMBLY C14 NOT TO SCALE C14 NOT TO SCALE C14 8' ROW e n. 39.2' ROW I• 422' ROW I 0.0. 9.0 10G -I 100'� ROAD I ROAD CL I CL CONAPRON I1fr�'((` �d I p� n��, CURB & POLO I 1'!i\I I FL91 ® 2 2R �AR 2% L PSI CONCRETE 4"- VDOT I A / SUPERPAVE BASESTONE 2.5" BM-25 (TYP.) COMPACTED SUBGRADE 6" VDOT N21A MIN. CBR=6.0 BASE (TYP.) TO BE FIELD VERIFIED COMPACTED I SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED (TYP.) HOUSE OPEN 5' 6' LANE ROAD LANE CG-6 OPEN SPACE SIDWALK PLANTING CL SPACE STRIP 1 ROAD A: SECTION A -A C15 SCALE: 1:10 TO BE FIELD VERIFIED (TYP.) HOUSE OPEN 5' ICG-6' LANE ROAD SPACE SIDEWALK CL 4 ROAD A: SECTION D-D C15 SCALE: 1:10 LANE CG-I16' { I� II VERIFIED (TYP.) I I HOUSE OPEN I5' SIDEWALRN 9'x20' LANE ROAD LANE 3' PAVED HOUSE SPACE 81 GUEST PARKING CL RIBBON DRIVEWAY 0 CURB ROAD A: SECTION B-B SCALE: 1:10 -J 4 PSI ( 4"- M BI COMPACTED S MIN. 11 TO BE FIELD I PAVED DRIVEWAY ROAD B: SECTION A -A � C15 SCALE: 1:10 CURB & CONCRETE APRON CLASS A3 (H.E.S) CONC. 6" AGGR. BASE TYPE I SIZE 216 SIDEWALK 3 BROAD A: SECTION C-C C15)SCALE: 1:10 [APRON & ROAD CONCRETE CL APRON 1 SUPERPAVE (TYP.) 2.5_ BM-25 (TYP.) 6" VDOT M21A BASE (TYP.) COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED (TYP.) GUTTER LANE ROAD CL I HOUSE PAVED DRIVEWAY PSI CONCRETE 4"- VDOT Q21A BASESTONE COMPACTED SUBGRADE MIN, CBI TO BE FIELD VERIFIED I r________________________ CLASS A3 -9.SA (H.E.S) CONIC. SUPERPAVE (TV) I I 6" AGGR. 2.5" BM-25 (TYP.) I BASE TYPE 6" VDOT g21A SIZE 218 BASE (TYP.) COMPACTED I I SUBGRADE MIN. I I CBR=6.0 I I TO BE FIELD I I VERIFIED (TV.) I I 5' GUTTER LANE ROAD LANE 3' PAVE HOUSE SIDEWALK CL RIBBON DRIVEWAY CURB - - I .---------- -1___________________________________J LANE PAVED SIDEWALK DRIVEWAY HOUSE ENTRANCE CC12 NOTE COMPONENTS OF CAB RAMPS CONSIST OF TIE ipLLOWNG: IN A GENERAL NOTE HYDRXUC CEMENT SIOEWKK (DEPTH INCHES. (AEA M SOUME YMOSI CURB WHEN REWIRED (CG-2 OR CG-3 N LINEAR FEET) PERMISSIBLE 1. THE DETECTABLE WARNING SHALL SE PROVIDED BY TRUNCATED DOMES. DETECTABLE WARNING SUREACE (AREA N SQUARE YMOS) EACH OF rNE MOVE ITEMS IS A MPMATE PAY )TOM AND SHOULD CONSTRUCTION ANY 5' k5 DOWEL, B" LONG 0 IY' C-C BE SUMMARIZED FOR EACH CURB CUT RMP AIM 2. ILL DETECTABLEM DETECTABLE WNNG SURFACE PRODUCTS SHALL MESH THE PEOUREMExis OF SECTION Boa OF THE SPECIFICATIONS FOR W-12 DETECTABLE WMNNG SURFACE SIOWKK 1' TMPROVEOPROWCTARNIN ACE PR DETECTABLE WMNNG SUFACE ll%0 SHKL BE FROM THE MATFNNS 18�1MA ER 12 LIST Y2. 1. SLOPING SAES W CURB RAD MAY BE PoURED IpNOLIIXICKLY WITH RMPBFLOOR OR BY USING PERWSSMLE CONSTRUCTION ANY WITH REOURED BARS. RED RED EMS ME TO BE HIT 5 X 8" PLACED TCENTER TO CENTER KCVO MR�O121 4O:14. B MAI ,BOTH 90E5 OF 1NE RAMP FLOUR. WO-OEPTN OF RNM, FLOOR. MINIMUM TYPICAL DESIGN CONCRETE COVER 1/2'. MA% 5. ROADWAY CURB A CURB ME) GUTTER SLOPE TRMSITIGNS ADJACENT TO CURB RAMPS ME INCLUDED W PAYMENT FOR CURB I CURB AND CUTTER, TYPE A PERPENDICULAR -TRANSITION GUTTER PAN SLOPE ` 6. CRAB RMPS ME REOWREO FOR SOEWKKS MD SHOULD USE PATNS THE WIDTH OF TO 20:1 THROUGH RMP LENGTH THE CURB RMP SHALL MATCH SOCWKK MOTH. WHEN CAB RN.PS ME USED N T, Y(I! A CONQ CTO14 WITH A SHMED USE PATH, THE MINIMUM MOTH SHALL SE THE MOTH P r( TY<)'/�2, , ip4�, N VTN'1 ^ i )A N 1' ! J il,l 1 TRMSIT1CN GUTTER PAR SLOPE GUTTER PM MAXIMUM SLOPE M I 4' OF THE SHARED USE PATH. SYMIA Y'f{a1 4 yMN i0 20�1 THROUGH RMP LENGTH T. CETECTABLE WMWNGS E%iE1-0 THE FUtL WOiH C£ THE • 1 MA'A1CAS RMP LANGNG FLOOR, OOP. � t!r B•.p•• MM. 1'-0" Mln. S. CAB RKAPS WILL BE NW LOCATED WITHIN CROSSWALKS 4' ER. CURB OR AS CURB RMPS SHOULD AS SHOWN CA PLANS OR VE DIRECTED BY ES. ENGINEER. POLES, NOT BE LOCATED BEHIND VEHICLE STD` LFES. LIGHT PoLES, FIRE XYpRMi$, papP 12. BALK OF CLMB INLETS, ETc- TYPE B 9, RAMPS MAY BE PLACED ON RMIK OR 1MCENTIK SECTIONS PROVIDED THAT PARALLEL 20 1 TYPE A THE CURB OPENING 6 PLACED WITHIN THE LIMITS OF THE CRos6WKK AND THAT THE SLOPE THE CONNECTION OF THE CUM OPENING 6 ,ywi, ,„W; 5`'(�k 41 WITH BUFFER STRIP AT 1, •qy,G ; ye\r r''.• !ti T�) f(' 1i' '))�PiiCt'A� i6Yi'••4A �"J5'i` MN %'-'� R) CITECTMILE WMWNGH SURFACE PANELS SHKL 8E NSTKLED RUSH WITN YHE M SECTION A -A BACK OF Clore. 11. WHERE CAB RAMPS INTERSECT A RApK SECTION OF CLIMB AT ENTRMICES 1$ I�A11 { •' OR STREET CONNECTIONS THE DETECTABE WINNING SURFACE SHRILL HAVE 5'4� XX• Xk� A FACTORY FUNDS OR BE FIELD-MODIRED AS MCOMMEMEO BY THE RM558LE _RANG CYON M~,CTURER f0 MATCH THE ePCK OF CLIMB, SEE CG-12-M PARES 204.06 JOINT AND 20407 FOR METRODS OF INSTILLING CETECTB E WMINIGS ON A RADIUS q'4N AT X ,2" AVHffl 1HM EOCE OF PAVEMENT AT XX ,SAME AS TOP OF CURB TYPE C SECTION B-B EXAMPLE INSTALLATION METHODS - PARALLEL 6 PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT 1RUiGgrEO DOME 6"-2.4" C-C I FOR MWFX NOTES ON THE DETECTABLE WARMND SURFACE. SEE SHEET IOF S. 2. Tf!S OESON TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER 51OWKK LMOMc I4'MOEM REMNRE0 Al TOP OF CURB RAMP, WNMLM CIMB RMP LENGTH 9 FEET FOR NEW LMgIAO RMP 4 O O O O O Z L O D O O O O 0 U O O O _ O 0 0 0 O O O 0 O O O Tr 0 0 0 O o 0 o O O O O O O O b 0 O CONSTRUCTION. 3, GUTTER PM SHKL BE A MAMIMULI SLOPE Or 200 AT THE RMP OPENNIS 4. OIAGONµ PLACEMENT IS NOT PERMITED. _SC = j ; 4 N N Or N C ou Q D 0 0 0 0 0 0 0 0 0 0 Q 00000000000D IT Do oK Y 00000000000000 C DETECTABLE WARNNC 0 O O O O 00 O 0 O 0 O O O O O ClIROSSWAIL�K CRI1II� WALK AT BACK OF CLNe L D9"-I+" FULL wwTH a aALy FLOOa I II TYPICAL PLACEMENT SEE NOTE R BARE OAMETER -yM1MLE - F'- PAY LMTS TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME DETECT ABLE WARNING AT INTERSECTION WITHIN CROSSWALK INSTALLED ON A RADIUS DETAIL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) A COPY OF THE ORKpµ SEXED MD SIGNED GRAMM 5 OR FILE N THE CENTaµ OFrICE SPECOF 11ON SPECIF(CATON A CLPY OF THE ORIGINAL SEXED AND SIGNED DRAWING IS ON FILE M THE CENIRK OFFICE. CG-12 DETECTABLE WARNING SURFACE ItEFEflEWE REFERENCE CG 12 DETECTABLE WARNING SURFACE 105 502 M4 Nos g02 SO. ROIO ARD BRIDE STMOM05 (GENERAL NOTES) VERNIA CEPMTMIENT-OF TRANSPORTATION-- TYPE A (PERPENDICULAR) APPLICATION VIRQMA DEPARTMENT OF IRMSPORTATION ROAD AN`BRIDGE SIAVOMD5 SHEET I 5 REvmN DALE 04119 REVISIory 041E 0VI9 SHEET 2 IF 5 20.01, pq D2 7 �VDOT: CG-12 GENERAL NOTES C15 NOT TO SCALE 8 )VDOT: CO-12 TYPE A C1 5 NOT TO SCALE CC 12 W5 DOWLS: AT TV'C-C A B" LNG-" PERMISSBLE •'1AV. COONLTRUCrim V MAx �S 12:1 MAXIn1 J} RAMP �j RKIP 'SEE 1MLE1 (SEE TABLE) TRANSITION MUTT TO 20'I TNROUGr LTRRANI CUTTER PAN SLOPE TO 20.1 THROUGH RMP LENGTH GUTTER PAN WOMAN SLOPE 201I 5'-O NN SHIPS TO MATCH FACE OF ROADWAY CURB RACK OF CAB 1 ]On 1 MN 7 r� IS-1=� WITH BUFFER STRIP � 'R PAY SLOPE RMP LENGTH 5'HD WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LAW`RIVW 2 Ma. SECTION A -A IwoNc mlM.A, sore DETECTABLE WMNNG SIAFACE NSTRlDnUM CTI cu C .�- oNsrRoN ART ^ CROSSWKN AN' S. SECTION B-B co °w5 cuRa NOTES: ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE WITHOUT BUFFER STRIP SEE SHEET IOF 5. L THE REDUCED LENGTH OF A PMXLEL RAMP 6 LIMIED TO 15 FEET, KCMIXESS OF THE SLOPE. 3- GUTTER PM SHALL BE A MAXIMUM SLOPE OF 20-1 AT THE RAMP OPENING, 4- DIADNX PLACEMENT 6 NOY PERMITTED. 1 TYPE 8 PARALLEL APPLICATION ROADWAY GRACE IN PERCENT MINIMUM RMP LENGTH IN FEET 4" CNB 6" CURB 0 6 1 5 r 2 5 e 3 6 9 4 0 2 s 10 1s 6 M IS CROSSWALK CROSSI =t n n II CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP `VOI A COPY OFTHE CRYSTAL SEXED AND SIGNED UPWARD 15 ON FILE IN THE CENTRAL OFF, ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET 3 of s REVISION DATE TYPE 8 (PARALLEL) APPLICATION 204 C3 0.119 VIRGMIA MPMTWNT OF TRANSPORTATION 10 VDOT: CG-12 TYPE B C15 NOT TO SCALE ONE DIRECTION WITH BUFFER STRIP 105 502 M4 DB 9 BROAD B: SECTION B-B C15 SCALE: 1:10 PSI 4-- COMPACTED MR TO BE FIE[ VERIFIED (TYP.) CENTRALIZED LANE j w¢ LI2 MAIL AREA (PAVED UPS z2 PARKING) P. V n i.I ROAD C: SECTION A -A � C15 SCALE: 1:10 FIELD VERIFIED (TV.) I I 1 I HOUSE PAVED 3' GUEST LANE ROAD LANE ICG-AIII OPEN DRIVEWAY RIBBON PARKING CL SPACE CURB A CG-12 f ;WPERMISSIBLE CONST. NT 1 1 A•% P t 6" y M XX X y TYP. MN AT X , 2" HWHER THAN TPM1yTI0N CUTTER PM $Lp£ EDGE OF _ COUNT iD 201 THROUGH RNi LENGTH Ai XX, SAME AS TOP Or CUPS AER PAN MAXIMUM SLOPE 20.1 TANGENT PLAN x�2.1, xx XX tKROROADW 1YATCHBFACE RN W AL X ,2" HIGHER THAN RPCN OF CU 12+14 7 4 I EDGEME AS T ATXX. SINE M TOP N CWB 71 MIN. SECTION A -A a E o sp U TYPE C PARALLEL 2, PERPENDICULAR APPLICATION ROADWAY GRACE N PERCENT MINIMUM RMP LENGTH IN FEET 4" cMIT 6" CURB 0 ] 4 2 5 2 3 5 3 6 4 4 4 B 5 5 0 6 ) M 9 13 S B 15 IIS ITTII CROSSWXK� EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1, FOR GENERIC NOTES ON THE DETECTIBLE WMNYG SURFACE. SEE SHEET 1OF 5- 2. THE SELECTION OF CUM TYPE MD THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRIES PROVING THE DIMENSIONS MID SLOPES ME AS NOTED, 1. THIS COMBINED PMKLEL 6 PERPENOOULM) DESIGN CAR BE USED WITH ADJOINING BUFFER STRIPLMDNO AT BOTTOM OF TWO SLOPING SZES WITH 5'% 5'MN, DIMENSON& THE SNORT PERPENOICLLM RN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WTH A WARPED SURFACE. 4- CUTTER PAN SHN1 BE A MAIM M SLOPE OF 201 Al THE RMP ORCH ,. THE WOURED LENGTH OF A PMXLEL R NP IS 5. CRIMINAL PLACEMENT 5 NOT PERMITTED. LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. A.V- IL VC 1 CV I MOLL YY FV[IV IIVV JVRIT MA.L ROAD MID BRIDGE STNDARps D5 TYPE C (PARALLEL IPERPENDICULAR) APPLICATION REVISION DATE SHEET 1 a SO2 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 z77 11 VDOT: CC-12 TYPE C ;1 5 NOT TO SCALE CG-12-M OETECTMLE W `r,'<:K`i• tf EXAMPLE RADIAL INSTALLATION FACTOY EDGE TO 3my C[ EDGE \ 2'. 3'DETpECTABLE `WARRING AREL TYPDETECTABLE 2'M1N. 7.1 SURFACE DASHED LINE CVM LE LVT.._ / PA�RN y EXAMPLE BLENDED TRANSITION (NOT FOR USE M NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES I- LOCATIONS WHERE THE DETECTABLE WMNNG CANNOT BE MSTKLED WITH 2'. 3-DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OF CUMSHKL HAVE A RADUS TO WARNING PANEL MATCH RADIUS OF THE CAB. DETECTABLE WMWNG PANELS SHKL HAVE A 2'. 3-DETECTABLE FACTORY RADUS OR F APPROVED BY THE ENGINEER MAY BE FIELD MODIFEO 2', 4'XTECTMLE WARNING PANEL M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF WHO, WAIVING PMEL 2 JOINTS BETWEEN DETECTABLE WMNNG PANELS SNXL BE FACTORY EDGES. _.. CUT WE5 OF PANELS ME NIT PERMITTED TO ABLY ADJACENT PANELS, V ^...;8! 3. µOMENT OF DOMES OR ADJACENT PKELS THAT WLLL BE MODIFIED TO FIT A RADIUS SHKL BE WHEN FELD MWIFYNG DETECTABLE I. i:::I•..^.F• :EF:•:^.! .[ ^i1:(�'.:: I::e• MMRNNED WMNNG P.WELS. a.I ci'rii: is C ' ,: 4, DETECTABLE WARNING PMEL SIZES SHOWN ME FOR E%AMIE �.I'IRii i:iBieS Si3LB HiiiB_P [P••• PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAPI ......... ............... .u• •:::: CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CAB RAMP LOCATION. FACTORY EOM TO 9. CAB RAMPS ME FOR I DASHED LINE WBLENDED NOMDION FEASIBLE OIIC TO 511E CURB RMPS ARE NOT ME AGE HOT FM10RT EDGE WHERE SNtS EAAMPLE CUT BU LEDDRECDON& OTPER BLENDED TRANSITION <IM6 RMvs APE NOT PERMITTED PATTERN 2'. 3'DETECTABLE FOR NEW CONSTRUCTION FOR CO WARNING PMEL 6. PARTIAL DETECTABLE WARNING DOMES THAT ME THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. ). GAPS BEIWEEN ADLCEMT DETECTABLE TIM INS PANELS ME ROD PERMUTED. 8. SEE MARS FOR CROSSWKH MMNNGS. TUBING THEM. RURE MOTHS, GRADE CHANGES, AND RAM: CONFIGURATIONS. VppT A COPY OF THE ONWNK SEXED MD SIGNED DRAWING IS ON FILE IN THE CENTRIC OFFICE. SPECIFICATION ROAD AND BRDGE ST NOM05 CG-12 DETECTABLE WARNING SURFACE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VIRGINIA XPMTMENT OF TRMSPORTATIN RFFERENCE W2 504 IEEI 2 OF 2 REVISION DATE NEW 0A/19 2010i 12 VDOT: CG-12 METHOD OF INSTALLATION C15 NOT TO SCALE ROAD LANE CG-61 5' (OPEN HOUSE CL SIDEWALK SPACE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU TI M. SHIMP ic. .45183 �0 9 l2l A� 1119 8I0NAL b�G :92byea mm HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: ■I111I+,1/1 20.018 ROAD SECTIONS & VDOT DETAILS C15