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HomeMy WebLinkAboutSUB202100149 Plan - Submittal (First) 2021-09-02ROAD PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES 4 BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE BUILDING SETBACK El PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x >2� SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION 311.5 TW x >2- TOP OF WALL ELEVATION 311.5 BW 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 m GUY WIRE oHu oau OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM i STORM MANHOLE q f)1 DROP INLET STORM SEWER ® ® ROOF DRAIN SANITARY 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 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. 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 = 11 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 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. 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 MAP SCALE : 1 "=500' a' Airport Road Auto Q Center Tire Nos BERKMAR DRIVE a Wells Fargo Bank © (a °qm BPQ O w,, Rose Wood Village Q "Auhael's Omer ('+ As515ted Living.4 SITE Reslauraw ROUTE SEMINOLE TRAIL qd' BLOCK II � The 11P5 Srae Q ©BolangiesFamous Chicken 1, Blscm6 Bonefish Grdi r; _ Sokura Which wlcn © ©e..,... Supavor Sandwiches Panera Bread Q� Hallymead Town Center Q © PelSmanQ 1 Jl2�hw:ec 1 n m'ri Holly Memorial Gardens 9 Go gle 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 Date Date Date IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v JU$TIN M. SHIMP Vic . 45183 �o Vy fbt2L 14� �`sS'IONAL B�G� ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: FILE NO. COVER SHEET 20.018 C1 DB 2904 PG 065 3 OAK /------596----'--- / Z N s�----594�- _ TMP 32-45 P?- 592 ROUTE 29 LLC ZONE: NMD USE: VACANT LAND - -59o- 25.81 AC. ---�88-� - - - - 588\ -S IM -IU TOP 569.25 INV. IN 562.95 INV. OUT 561.25 40' ACCESS ESMT DB 2916-22 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' 136.2N 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 MANP SLOF LTD L US[ DB SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU TI M. SHIMP ic. 45183 I �0 9 jZl wr �SSIONAL 6�G 0951W mm HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: IIIIIAN01161 EXISTING CONDITIONS 50 0 50 100 150 Scale: 1"=50' C 2 _ T AAAA nR 3',OAK z rn .I ° -2 MILL . L 0 ° AN6 OVERLAY OAK x a _ \ \ OT 28 LOT 27 d 25 0 z RECREATION SF AR RUNE THE TREE \ - 573.50 FFE 574.00 To PERMIT SIGHT j3 OAK O DISTANCE- x � �. � _ � = °MAT HLINE RECREATION AREA: \ 1130 ° n 4,289 SF BENCH x ea EXISTING SIDEWALK EDGE OF gW - - - - ' - TO BE WI ENED TO 10' �\ -��_ �. 2D, 5 \3\LD ® RELOCATED) a - - �. O OfC. U R. - . 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WALL. °•- \ \ � WALL 5' SIDEWALK a I ROW � 75 ay r \ / o MAX HEIGHT 6' \ _° \ - - - - � \\ / .I � ��`rSIONAL ECG 3 STEM NEW WALL ACSA ESMT .\ - MANAGED RECREATIONAREA: SLOPES GIS 2,991AR a: 0 � L— 2,991 SF — .. — — - . _ . .. 6, SIDEWALK .. _ .. d \ , _ \ \ s / ROAD PLAN 2' STEM \ . a.. / ,� -d. - g. _ - ° a a - _ Q - / "KWA1K ° �I WALL \ °°°- ,-` a:• ,/ - _ - / _ - - - HTC AREA C _G� - * - STOP SIGN TOWNHOMES PARKING _ .-� - - - - - - NEW 20' BLOCK WALL GPR� \ e\ a DRAINAGE NEW 30' - - - . - . _ Y L O C K 11 ACSA - ESMT I ALBEMARLE COUNTY, VIRGINIA PRIVATE ROAD B / 20' WIDTH R I / ° SUBMISSION: \ 1' STEM / t RIBBON CURB °� - d < - IN j.& N t D WALL / - - - - - - - - - 2021.09.02 aISTO SIGN\ _ \ I YIELD SIGN ° REVISION: \ 16.0 NEW 0' L - O — DRAI AGE ° - - EASE ENT. °< ,d P I I� 6 M \ �' 2-CAR _ - GARAGE DRAINAGE ITARY SEW T j SWING SEAT (TYP•) EASEMENT �b . \ B 2916-22 _ e Y c) ED O O RECREATION AR \ ' 5A�H� I 25.0RECREATION AREA✓ 1 217 SF -`' . - - - _(TYP.) _ 2 .a - - SM `\ r ATE FILE N0. (wHIRL I '� B 291 SEG. BLOC '� LOCK ia'x14') �f O RET. WALL �- / ° MA HLINE 20.018 42" HANDRAIL R ILL _ �EW ROAD MAX 6' HEIGHT 4 LD TO LINE FROM DGE OF SW NAME I � STOP SIGN ' - SITE PLAN TRAIL — _.. CONNER DRIVE — --- _ - - _ - - - . - - - - - ,- . - - . . CCESS ESMT - - - - - .. _ 1�VECT� PRIVATE. 5'A JA' 60 ) - - - _ - - - - - DB 2916-22 - — .—...— O—_.r -.. — — - — — — — - EX. SIDEWALK S CONNO RIGHT-OF-WAY le: DR. s P• G E I RKM AR 3„ oaK �� BE _ a 1300 SF GRADING ESMT FROM RTE 29 LLC RELOCATED `4' DI-3C OP 600.34 CATV BOX _ INV. OUT 95.02 PVC �. LAT (TYP. NEW 30' A S \s .. � \ 2C \ , s ° 1 EASEMENT s - L — 8x6 TEE I i w Z\ - G Z d Q�. 1 0 0ROAD iw liW _ �/ d a \ e �.8 \ B m R1V P1E \1y / �z - (VARIA L DTH \N �z'L+ E 1 \ PUBCIC. W) � SEA,5E WM z a � a.e \ 3265- 6.\ \ •SERVdGE TO I '\N HA a a \ �s\ 5�8" WM W �Pw \� W RVICE .\ �...—.. O' BEND 000, a 'I a: a° ° ° a,-8- OA L \ . _ 3 ` \ /�• = \ a \ STM_ s � ° \. s. s "`� ra \�s fJ • NEW 30' a \ - _ ASMT \ TOP 85.39 F3 \\ e y � �\ . 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU TI M. SHIMP ic. .45183 I �0 9 jZl wr �SSIONAL 6�G ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: G .q -2 MILL \. PI3AOVERLAY TELE PEDESTA a i i K a °y ' ,f'i00 ' \.\ \ _ - _ MAT HLI14 :, - 1 0 ° 0 T x a \-O 9 FFE o a S 603 j5 gFE 5g5 a \ I lov 60 LP ,: / / \-OTp3 5p FFE 594 �5 a \ 68 Z BFE FFE 5g4.50 BFE — — — \ v x �Q6p6 �5 FFE 5g4.0 — — — — �9� o .� 1�5 FFE 5g2�5 gFE F 6 x883 602 x — — — ✓ \ ooZ0rLA- �5 FFE 5g3 0p 8 az 9475 — — — — — OT 75 2 BF— --x7-7 \01 53�-94 -----_— / — FFz gFE — 93 d01 1'bi5 coBwg5\ - - 31 6f 4 0 96 9248 9 N ' w 95 �5g�?5 _ _ E 25 HP i FF \ m/ \ 92 75 0�94 \ — —1x—�—ssz \y \ � ��6 � TI R OD 5 ' W (VARIIC DTH 1300 SG j — 4 / PUBLIC. 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MANAGED \ \ \ 6 \ , � / 5 76 / SLOPES GIS — V �\ II LO ego °° E z% \ 7� / nor 580. 00 1 1 (WALKml \� ROAD PLAN `� v II F��vvv — — o ®� FFE°T �4' \ HTC AREA C I \\ \\ w- w w w w w w ��w w w — w �4 7 /80p �� i9 _ 2.0 TOWNHOMES. 611.00> -- ---- — BLOCK II \ FFE X — — — / \� / FFE s2's o° ALBEMARLE COUNTY, VIRGINIA SUBMISSION: l ro YIELD SIGN a - 01 2021.09.02 O `l NIf C\ \� s — s, �� �°" �� I� 1� I�d�,; ' FFE°r 26 REVISION: 73 73 \ —67 —�279 83 7306 0 — i�—� 5��/0 \ B \ 7333 / \ \ X J73 —72� 73 o" Tw \ / 620 \ \ \ \ \ / ° LOT 33 —LOT 32 LOT 31 LOT 30 t0�29 LOT 28 LOT- 27 / \ \ —-FFE 573.18 FFE 572.85 FFE 572.30 FFE 572.06 FFE 571.50 FFE 573.50 1`1� 574.00 ATE — — — — — -- / H - > / FILE N0. ^ A HLI�IE ° \TW _°� _ a--- A ,°� , 20.018 N Ve GRADING PLAN ucu64� 5�567au— 68 ucu— u0 uG -uc ucu uc cu ucu. — - . - - . _ - - - - - - - - -.6 uc X i— 70�_ 6\400 6�P 666 �7 o° 0 0' ea - - - - CONNER DRIVE. - - - - (PRIVATE. -. j —' 20 0 20 40 60 RIGHT—OF—WAY) C5Scale: 1 "=20' 600 595 590 585 580 575 570 565 o, of ro 560 � O 0 o� o 07 o - +rn +m 0 0 N n H n �uD UDm N r O� +ED uD HJ HJ —0 NW NW O O m > > H a do_ PVI STA. 13+00.00 as +n w N w PVI ELEV. 594.74 UD 0 �II.� 60.00VC� _1� O 00 Uim + Do UD UD LID -L I �iT-r �Y�il�fl■�liV7 L7.ii.1'•' � � —� F.7__ �1F.■�� SAG ELEV.591. STA. 15+45 TO "ORCHID BEND".EW GRAD HAS WIDE -� (ROAD A)v PRIVATE ROW 18' PAVEMENT l Py30' _ ■JA41� 25 MPH DESIGN —`— —� r, SPEED 1"=30' HORIZONTAL - 1'=10* VERTICAL ___�.l�el11�i1 F F• mho—_ � - MEN" I 10+00 10+50 11+00 11+50 12+00 12+50 y6 300 !l LOT 3 FFE 601 75 gFE 593.00 LOI F LOT Da F:I-FE 592 50 0FE 592.75 — — — — \ I 93.00 BFE' mD N 1300 SF / A ESMT FIR, 2TE 29 LL� � /\ � / „• - —f3k AD �\ vv �� — \\ TO BE FIELD I I HOUSE OPEN 1I 15' SIDEWALKN 9'.20' VERIFIED (TYP.) I LANE ROAD LANE 1 I 3- SPACE u GUEST PARKING CL RIBBON CURB \ROAD A: B—B SECTION F /NOT TO SCALE 92" i:L:1:di1� I PAVED DRIVEWAY HOUSE 600 595 590 585 580 575 570 7 R5665 -CONNECT TO 0 EX. WL WITH 13+00 13+50 14+00 14+50 15+00 15+50 16+00 L11' VERTICAL 16+50 DOWNWARD BEND UNDER VERTICAL ANGL - LOT 6 LOT 9 375 FFE 604595 00 FFE 60.5FE _ 18" STORM LOT 7 FFE 603) 0 5FE 594.75 E . T 675 FFE 603 BFE FF594.0. 594.50 — — \ —' gFE 592 75 BFE — — — EEivT ' \ '"\w \\ — T1t C v-'i /-EO — �^ 94asw \r OS C,2) 5p �w \ NEW 31 \ \• / `\: \ \� \\� i \ \ \ Y BFE s\ �3 . \ \ \ 5 EFE \\� 2 sa O — s. 10' VQ \ '5 00 \1 I ♦ i Q NAGEWENT \\ / _80 78 + cz /-----�- 7 — COT .0p — NEW 3 I —,WI —W W N _Ts I -•fy4 800 a / \ r (-. -EMT I / / j9. owl 'hi 1 �w • � I sl �/ �LLL,ILLILLLI�Lili�il ILILI Il liil�iii�l ® iw e 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 I �0 9 jZl wr rSIONAL 6�G DOWN - m HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: CL w CONCRETE APRON �1 87. 2% 2% 27. ----------� 4'- 3 CLA55 A3 M — _.— - - FILE N0. E0 VE ( PSI CgJCRETE fr SUPERPAVE (TYP.) 1(J�45' TO COMMUNITY ST 17O-.TO- - 4'- WOEASE y21A 2.5" BM-25 (ttP.) TIMBERW0( D i - BASESTONE I I BASE 11YPERI 6- VIIOT k21A � / � \ _.._ �' � —.� \ — — /( � - —` , „ - 20.01 H COMPACTED SUBGRADE I SIZE 218 MIN. CBRBASE (TYPJ / TO BE RLD EVERIFIED VERIFIED COMPACTED SUBGRADE MIN. CBRBEFIELD TO BE FI ELD - — — ROAD A I I VERIFIED (TYP.) II HOUSE PAVED 5' GUTTER LANE ROAD LANE 3' PAVE HOUSE DRIVEWAY SIDEWALK CL RIBBON DRIVEWAYCURB 30 0 V 30 CO 90 aJ Scale: 1"=30' � 2 ROAD A: C—C SECTION C6 NOT TO SCALE C 13UG SF / / GRADING / ESIAT FIR / RTE 29 LLC ---�-592 / — — 59 --5 \MANAGED \ \SL15PES GIS 1\ \ 32-43 HOLLYMEAD LLC I \ E: PDMC \ :OMMERCIAL 1 \ 93 AC. \ 1 \ 1 I \ \ I \ \ 1 \ \ 1 \ \ 1 \ � 1 1 i 62 �oj5g5 �� SUBGRADE MIN. TORBE FIELD VERIFIED (TYP.) PAVED SIDEWALK GMER LANE ROAD LANE PAVED SIDEWALK DRIVEWAY HOUSE DRIVEWAY CL ENTRANCE 600 595 590 585 580 575 570 N m 565 � MIN BEND (ROAD i 3'�eLlr930' PRIVATE ROW SPEED 1"=30' HORIZONTAL —�_�1"=10' — VERTICAL 10+00 HOUSE PAVED DRIVEWAY 12+00 SIGN- 1 .0 •0 ■ ■ ■ ■ ■ Scale: 1`30' 7' ROAD CL 1.5" SM-9.5A SUPERPAVE (N .111-1-1-11 .) 2.5' BM-25 (T P.) 6' VDOT #21A I I BASE (TYP.) COMPACTED SUBGRADE II MIN. CBR=6.0 TO BE I FIELD VERIFIED 3' GUEST LANE ROAD LANE III ICG-61 RIBBON PARKING CL CURB 4'- 3.000 PSI CONCRETE 4 - - VDOT :21A BASESTONE OPEN SPACE 12+50 13+00 13+50 600 595 590 585 580 575 5570 14+dy 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 I �0 9 jZl wr �SSIONAL 6�G ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: IIIIIAN01161 mul 1 1ROAD B: A -A SECTION 2 1ROAD B: B-B SECTION C7 NOT TO SCALE C7 NOT TO SCALE O 0 07 0� O LL7N v N 0� +m +m 00 on o'n +rn O In HJ HJ > N W UU HH NW » » a- 0- as > j a D_ PVI in nn PVI 605 600 595 o O , 0. 6 +0,6 O u7 Q W 0 0 0, Oo Nw 00 ++m +rn 00 O n d l L.T. l4ioi!"r41� -IIYii"tllii� �FiaF_i F3'�19i�Q1 T.V�� INII4Al. �•�� "ZINNIA CREST • PRIVATE -• 22' PAVEMENT DESIGN25 MPH SPEED - �.'�fe7_fi7� 58510+00 1-=30• HORIZONTAL 10+50 1'=10' VERTICAL PSI CONCRETE -/I 4-- VDOT �21A I BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE RED VERIFIED w w� D �J rc r¢ w zz O V U 'ry 11+00 605 600 595 590 11 +SQ 5 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 4INAL ECG 09751yea m HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA 10 SUBMISSION: i 2021.09.02 i^12.0' 1.5'�^11.5'� I REVISION: -- R I 2% 2% 2% 18% -9.5A I SUPERPAVE (TYP.) 2.5` BM-25 (WP.) I I 6- VDOT y21A BASE (WP.) COMPACTED SUBGRADE MIN. I CBR=6.0 I TO BE RELD II I VERIFED (TYP-) II I I I CENTRALIZED MAIL AREA LANE ROAD LANE 'CC-161 5, 1 IOPENI HOUSE CL SIDEWALK SPACE FILE NO. (PAVED UPS PARKING) 20.018 ROAD C ROAD C: A -A SECTION C8 NOT TO SCALE 30 0 30 60 90 Scale: 1"=30' C8-1 �CV P ii I I I � .° ° I NI➢ Z o a. I ° v 1300 SF GRADING I = O ESMT FROM RTE 29 LLC \ \ 0 NEW 30' A S EASEMENT " " \\ — 44 o I \ 4 _ WNN T (\ Al A " y 4_ \\ - T \ z /� (( EXISTING LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF O Large Shade Tree Quercus albo White Oak 3" 6 243 1,458 PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF Large Shade Tree Betula nigra River Birch 1 8 397 3176 /ls Large Shade Tree Quercus robur English Oak 1 13 329 4277 (j Large Shade Tree Ulmus americana American Elm 1 14 397 5558 Medium Shade Sophora japonica Regent" Scholortree 1 13 394 5122 Tree Regent" o Medium Shade Acer truncatum x Norwegian 14 15 177 2655 Tree platanoides "Keithsform" MSunset Maple Medium Shade Cercidiphyllum Katsuratree 1}" 12 222 2664 Tree japonicum Medium Shade Celtis laevigato "All All Seasons" Sugar 14" 5 397 1985 Tree Seasons" Hockberry 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 (VI 1 "'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 Required: 380 LF / 40 = 10 medium trees on each side Provided: 4 large trees & 16 medium trees SHIMP Pavement 36,948.9 0.85 21.6% -AHE \ O. \ ENGINEERINGY LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U it TI M. SHIMP Y \ s a NEW 30' a ACSA ESMT o I - . a \ — _ TEL oAE� ROAD PLAN _ a- o °�-- HTC AREA C TOWNHOMES: BLOCK II e _ . ... ° — I —W — W — w W — W — W — �I ALBEMARLE COUNTY, VIRGINIA a ° W — W / _1 toR� BEro-' — N�Sa I — w / SUBMISSION: / I ESMT I -- -- a 2021.09.02 REVISION: j I SIGN a < a - I I s —+ SWING SEAT m I BENCH a I :a.'� �� Y\\ a. a(TYP.) WHIRLm FILE N0. UGU �1 A'-1 A I �. 20.018 ° Jou,�W I `� T LANDSCAPE PLAN - °.,5�.- .. Ucu TRAIL ucu °.: \ �/ BE PRUNED �•-.° - - . . - _ ROM GROUNDPRO �� - - — ucu—ucu 0 20 40 60 o u uc ucu— cu uw u cu—ucu u - � -�� CONNER DRIVE.- `. (PRIVATE -' p Scale: I"=20' - - RIGHT—OF—WAY) C9 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM N E3 E4 ES o 600 8000 0 N 590 590 590 590 595 595 N �r 585 585 585 585 590 590 V 11 580 580 580 580 585 585 U JU TI M. SHIMP Y 00 z ic. .45183 LL 575= 575 575 - 11 575 550 Lo sso 9 jZl ty� 0 X �t sst f�G 570 W 570 570 570 575 575 ANAL V 565id Lo 565 565 565 570 570 56ofn 560 560 Z 1o+50 11+0 o sss sss ROAD PLAN oz HTC AREA C 555 05055 5601 80 TO W N H O M E S: 5 STORM PROFILE Al —A7 C10 SCALE: VERT. 1"=10', HORIZ. 1"=30' C10 SCALE: VERT. 1"=10', HORIZ. 1"=30' C10 SCALE: VERT. 1"=10', HORIZ. 1"=30' BLOCK II ALBEMARLE COUNTY, VIRGINIA F3 0 cs SUBMISSION: 595 � e 595 605 605 2021.09.02 sso sso soo� 600 REVISION: 585 585 595 595 580 580 590 590 575 0 575 585 585 570 [ 570 580 0 580 FILE N0. 0 20.018 565 565 575 575 0 STORM SEWER 560 Z 560 570 570 PROFILES 555 0 gg 55510+00 10+50 11+00 11+50 12+00 12+5055 565 �N z 10+50 11+00 11+50 12+00 12+50 13+�OS STORM PROFILE Al —A7 0> 8 STORM PROFILE Al —A7 C10 SCALE: VERT. 1"=10', HORIZ. 1"=30' 'zZ C10 SCALE: VERT. 1"=10', HORIZ. 1"=30' cio p H M � 0 � �p z_ 00 rn O � I — WO co a m z � cn J N \ 0 � a _ � � Om � — v1 — O o <O cD � v1 — ? 10+50 - 11+00 11+50 12+00 12+50 13+00 13+50 14+ 4 STORM PROFILE Al—A7 II 11 °M Vv Vim' �.�uas,va:ice. Iii-� 11 11i"" 11 1-/�wtSfi = 1 ■ • 7 rn m o� - z rn� a oz n I _ OQ OI- - o� as O z - = as a �o p O � H U — � O — Z I - o - o - 00 "zo 10+50 11+00 it+50 12+00 12+55 s STORM PROFILE Al—A7 -Ifl� • _ � YY-II�IIl11ii7:1�/'.�RT�iI 4A soo soo 1 (O N N I� lo+ 595 ,n 595 3a¢ woF 590 590 585 585 n o0 GRADE 580 580 0 N \ Lo - O N O 575 =cj W I 575 z ~ N _ no_ In x a¢ w 570 000 570 o 0 565 565 M 560 560 N M N - � - m M 0 O - ] 555 10+50 z 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 5555 15+ �- z Z - o> >z z - 1 SAN PROFILE 1 A-4A C11 SCALE: VERT. 1"=10', HORIZ. 1"=30' 2C � 2D 2A 2B no Lqw (0600 N 600 W H Ol 595 W A ~ 595 0 590 L: 590 GRADE 585 158 585 in Ln LoLo 580 j - 580 x o o 575 z UP SHIMP - N 575 570 ENGINEERING 570ly LAND PLANNING - PROJECT MANAGEMENT In Z 565 z 565 0 0 912 E. HIGH ST. 434.227.5140 5600Z CHARLOTTESVILLEVA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 10+50 11+00 11+50 12+00 12+50 13+00 13+50 55gg 14+00 14+50° O> > Z Z 2 SAN PROFILE 2A-2D o U JU TI SHIMP Y C11 SCALE: VERT. 1"=10', HORIZ. 1"=30' ic. 45183 . �o9lz(w� SSIONAL 6�G ROAD PLAN HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: FILE NO. 20.018 SAN. SEWER PROFILES cl 1 a e xT 73 r IN 1M SERMC pi0 o N lame \ 64 o,w 73 5 :3 % Z3 72 5/8" ae 73°B �eHP 79' 73 74o rx \ ew 7dsw 8 0 M \ \ 7D00 LINE OF SIGHT. ALL TREES .\ dr.. •�. x MUST BE PRUYFROM ` GROU DN TO PRO THE LINE OF SIGH 11+50 12+00 �1 +74__12+50r % —/ _ HORIZONTAL SDR ON CONNOR DRIVE & ROAD A 30 0 30 so 90 SCALE:1 "=30' Scale: 1 -30' 580 575 570 565 555 C OOKfRG RICH T OBj rRAnF 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 — I _ BERKMAR 'B AD \ 1403 c \ZSIGN � ( \ ARIABLE WI SIGN PC 68 J 501 0 > -2 MILL AND ovmLAv _ _ — — — .. • I . ti 0 ,,ccff_ i`\-•. \ _ — RUNE THE ME TP \\XUV ERMIT SIGHT O swT •. :. p6S e — — — —280' — — — — — —_�_— — — — —0-5 6 12+90 12+50 LINE OF SDL �- ----------a-2+08-------- 11 -------------- ---- --•" / R ATION -f 08 p �, .0 O' ^ — .289 SF iD+SO / � _ s - -' �� TO BE G TO BE VA 'SIDEWALK NED TO 10' '-- 0 8- — — — — — — — — — — — — — --/----------------- 94.z 9415 Rc'1 a — — — — — — — — — — — — — — — — — — — — — — — — — — — ---��—_ CENTRA ZED MAIL 9 1 ` g,3 TJ 417 TG r, vc — 1 PA N R I� AT 9 o 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-1 605 600 595 590 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 10+00 10+50 11+00 11+50 12+00 12+50 5 VERTICAL SDR ON TIMBERWOOD BLVD & ROAD C C12 SCALE: VERT. 1"=10', HORIZ. 1"=30' 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 IC. 45183 I �0 9 jZl wr �SSIONAL 6�G 09751yea� , HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: IIIIIAN01161 mul SIGHT DISTANCE PROFILES C12� 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 Cu Invert Line Rtft3in t8in Rtft665 • t� I J_ x - - X L • '- '_ 6EmldeYs Option: Area may be concrete Bottom of curb may follow slope / sub -base provided a minimum d of 7 Niches, is maintained. Er ftDm 2ft0in Rolltop Curb 2 )VDOT: CG-7 (ROLL TOP CURB C13 fiNOT TO SCALE cc-sa CWITTOF WIDTH MM£ OF ENTRAST NOM PROPO5i0 EXPASIDN JDM EAEWXNSPACE A z D z EXP/NSgH JgNi y, a l O ONE. N 9 � wTFµC a � O �' FLOW L"E E.IAKIOH JOIN IRMCE W EN16 ABBDSCRIU'UTT, NIMNYAN D EDGE OF PAVCNEM ERAMCM LINrtS Cf EEO. M' WIT$ OF PEA. KCESS ROTE® KCESS ROUTE® UNSAVED veCE WN-TRAVERSAL[' U &MSAKE PEDESTRIAN ACCESS ROUTE DETAIL IGNTMNA M`T-LFMAY 6 NE WEO IF rtE LIMrt4 EXSTNC OR PROPOSED SPOTSOr DE T-Q WAYDEYOD B PECESTRNN KCESS ROIIiES PRDYICE P CONTIXUOUSa7 D ICBSTRIILTEO STARE FIRM MIT SLP BERET. 4 Y'4•Y'9 PATH COMNECTIN0 ALL:ACCESSILE ELEMENTS OF A Ye Pe4eY e:a FACILITY THAT CAN BE APPROACHED.OVERED ADO SEO BT PEOESTRANDS, IF KCESS ROUTE IS MJKENT TD BAot OF MIIN . BRAND WIDTH SHELLS BE a. SECTION F-F W IF PEDEEACCESS CESS NOTES 11 ME BEHIND IS BOMBED WITH A 4Ai.1X CRDSSEACPE. C ff' HALF PLAN WHEN US IN CONJUNCTION WITH SiAOPRI CG-] OR CG-7. THE WRS FACEON TH5 STMDNq 6 TO R H45TED TO MATCH MLVMi7dLE CURB COMpFATICN. .' ' •' THE ' qe 68.oggdb PARAROLIC SECTION E-E ♦ 9WXK BE SPPLE CLNyE ® ® NDWWUL UTTER ______ A _______ _ i M. ♦' "' ♦' ♦=yDg4'444 b4 #OX iHO,1.CHARGE e49 -?S.-A ^e'yb%Vn S^4YG.. 0.A55 N IH.E.5.1 MLCXL. 6" AMR... E TYPE I 3- 2E ®PMxr U IzMM.smR v-G'. ff cRME cxAxcEFOR CIFS AD GUTTER ON FAR W N TT a i 12 %MAXMW .CREASE IN SL04 AT MNI41M X' INTERVALS LT ICAMIwENTLY SECTION D-D SECTION C-C i i X 3 3 MAIN UM DECREASE IN SLOE FOR FIRST BY INTERVALMD a s MAXIWM oEGHME FOR RUCCEEDING MN.UM KI'IMERVPLs SPEOIHCATOX VOOT RErERODE STANDARD ENTRANCE GUTTER ROM AND BRACE STMOARDS NEz (FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK( REXsaN Cpre SHEET I of I VIRGINIA CEPARTNEM y OF TRMORTA 10H 01/13 303.Di VDOT: CG-913 DRIVEWAY APRON r-� NOTES• SHAPING; OF MANTLE AD IHIHOSES IN ACCORDANCE WITH THIS MS ORANNO 6 TO APPLY TOO THOSE STRUCTlRES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF STRUCTURE. C MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 2W OF COARSE AGGREGATE MAY BE OP TO 4• IN DIAMETER AND CONSIST OF STONE, BROKEN STICK. K Rq(H C N TE BLOCK THE 9AFAC v SLOPE TO DRAIN TO INVERT SECTION A -A OF MEET PIPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO MAN TO INVERT OF FR EE ITE BIRO EN COLMETE OR E 0 CITE E SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 6 THE COMP AGGREGATE SHALL REMAIN EXPOSED. Y . DETAILS OF INVERT SHAVING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR ORDER MET IS TO BE SHAPED - INDIVIDUALLY TO BEST M THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDo r STANDARD METHOD OF SHAPING SPECIFICATION ADM AND BRIDGE STMDAROS REFERENCE 81EET 1 1 REVISION GATE MANHOLE & INLET INVERTS 3oz 106.OBOF VIRIiRA IDEPARIMdT OF TR/NSPGRTAIDN VDOT: STD, METHOD OF SHAPING 4 MANHOLE & INLET INVERTS C13 NOT TO SCALE DI.7, 7A 70 DETAILS OF CONCRETE COVER AND GRATE FAR- DETALS OF GUTTER AND 5'-4' OR ONO U GILLLEETT STEEL SARR 0 7.65 NOTES Las/FT.,(MIN MRS. GRACE 60. METHOD OF PLACEMENT 1. GRATE A IS TO BE UTILIZED N -GRATE A LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC. 2. GRATE B IS TO BE UTILIZED N 1. 01-7 NO GUTTERS. LOCATIONS NORMALLY DI -)A NO GUTTER IN ONE DIRECTION. ���NNNFF�TTI��I�����',,, SUBECT TO TRAFFIC. DI-7B GUTTER IN BOTH DIRECTIONS. L%U = / L<- 2. JOINTS BETWEEN LED WITH AND CONCRETE COVER /L (\ S. FOR DETAILS OF LOAD CMRYNO ME TO BE DOWELED V" WITH W I VE T SETA /_, % 4„ L2"%Y0Ot GRATE (GRATE BI, SEE T-d-7, RODS 9 APPROX. tt" C-C TO 2" X 4-I' NOTCH SETTLE - SHUT yE'%'A• 9EET 103.05. BENT. IN LIEU OF DOWELS A 2" % {• NOTCH MY CONNECTOR 4. CONCRETE COVER AND GRATE SE PROVIDED. DETAIL A ME TO BE FURNISHED AS A SEE STANDARD T-p-1,4 ALTERNATE DE9N. (RATE TYPE SINGLE UNIT. OUTSIDE 3. VARABLE 24 OR FLATTER. B I OR IS I1 BARB DIMENSIONS OF (RATE TO PLAN VIEW (FROM nAN51 (12 REO'OJ OR 3'-4" X 2=TJ" (GRATE BI. BE 3E MATE AD 4. BITCH GRADE MUST BE ADJUSTED TO MEET SEE DETAIL a - BITCH IN ELEVATION. SEE LONGITUDNAL _ - S. ALTERNATE METHODS OF SECTION. NUTANCHORING ANGLE IRON ALL BE 5. F DEPTH (O BECOMES LESS THEN 4" LENGTH ACCEPTABLE E IF APPROVED BY THE OF WINGS ME TO BE EXTENDED AS dIRECTED • SECTION A -A 3I ENGINEER. BY THE ENGINEER. SECTION B- 6. GRATE AND COLLAR ME TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF GRATE N GALVANIZED. 6. PAVED DITCH SECTIONS OF THE DI-7A N BM SPACING CHART 7. CONCRETE COVER MAY SE T A'� NOT AMAr� BY DTIQt APPRODMATE QUANTITIES GRATE MAXIMUM D WSRON PRECAST OR CAST IN PLACE. CONCRETE REINFORCING TYPE p B B. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW CLASS M STEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED GRADE TO ILET A SPECAL 0.423 C.Y. 63 CBS. T GUTTER DETAIL WILL BE BEGUN D ON PLANS. fl 1" W 9. GRATE BAPS TO BE PARALLEL TO Drtw now. Ivx. QNLET R 2='0•, �.p W - /''�Q^GIFcH RFETL ti� / i �D 7 D__ SECTION A -A SEE NOTE SEE NOTE 3 BEE NOTE 3 .y. D BEE NOTE BOTH SLOPES FLAT ONE STEER SLOPE ONE INTERIM ATE SLOPE L A _ I 3" LP BERM BE NOTE 8 B� F�� �T \ z•'Oa- ��BET GUTTER GRADE TO BE PROVEED ILyL - I = AUJSTEO TO 1£Ef AS DIRECTED BY THE 'T INLET ELEVATION ENGINEER 0p 7A ONLY). MAL MEDIAN TYPICAL ELEVATION SEE NOTE 3 SEE NOTE �! ND CH MADE SEE TE { SEE NOTE 3 •R OR ME STEEP SLOPE -ONE MAT ROPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WAIL, LONGITIIIINAL SECTION MEASURED FROM BOTTOM OF GUTTER (WHEN INLET IS LOCATED CONCRETE CLASS AS 0.24101 To3. ABOVE NORMAL 1 SEE TE a. GRAD �°� STANDARD MEDIAN DROP INLET SREFERENCE ON ROM AD BODGE 9TNDIADS REFERENCE MEET 2 of 3 IEVRan DATE 12" TO 42" PIPE 241 pWyT VR6HA DEPARTMENT OF TRANAVRTATDN 503 MPRO%MATE WANTTES CONCRETE pq 01-7A p-78 CLASS M fCU. YDS.] NONE 1.211 2R48 5 VDOT: STD. MEDIAN DROP INLET (DI-7) C13 NOT TO SCALE rFF C �.-EWANSIXI JOINT ""�""•'• " ( ISOMETRIC VIEW I SENSE O PAVEMENT C HALF - PLAN RIEN USED CONJUNCTION NTH STANDARD DS OR CC-7, THE STANDARD THE WRB FACE ql THE CTMOAD IS i0 BE ADJUSTED A B _ y. D.. iD MATCH THE MOIMA4E CARS COURC RATIONI AGENNTT OX TO nx CXAlGE RMIBOLIC cuRVE TITER 8' 1.. FACE OF . ____ - 1 as CURB .N. M e. .. -•<64'••�4'^e'64! a 4-.... 4• LA4 AT OI.E.S)CQIC. •• 12X MN]NLM INCREASE IN ROPE AT MINIMUM 10' INTERVALS 4-^ .A^'/e.:.... �-12% MAX. OPE 9L V. ADBR.875E TYPE I 97[ 3N JX MAXIMUM DECREASE IN ACPE FOR FIRST 10'INTERVK ND BX NN(IWM DECREASE FOR SUCCEEDING MINIMUM 10' WTERVA$ OZ)FOR SIDEWALK, CURB MD GUTTER - Buar CONCURRENTLY. ® FOR NITNL CURB AND RDrTER ONLY. ® FOR WEEK SIDEWALK ONLY - 7" SDEWKK TO BE GIPPED. SECTION C-C © FOR PEDESTRIAN ACCESS ROUTE - MAR" V-0" TRAVERSABLE WIDTH IS REOMRED WITH A MAXIMUM 2X CROSS SLOPE. ® FDA CUM AND GUTTER ONLY - AFTER INITIAL SIDEWALK ® FOR CURB AND SIDEWALK ONLY - WTIBXR BITTER. ® INDICATES POINT CP GRADE CHANGE. �VI7EDT STANDARD ENTRANCE GUTTER WITH FLARED OPENING SETOFICATMM IEFENENLE ROM MD LADLE $TMDM05 (FOR USE ACROSS SIDEWALK) VRRNA DEPARTMENT OF TRANSPORTATION 502 BEET 1 DF I REVISION DATE VDOT: CG-9A DRIVEWAY APRON NOTES crrB 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS M IF CAST N FLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM)SHALL BE PAID FOR AS RADIAL COMBINATION CURB N GUTTER, 4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE LATER. THE BOTTOM OF THE CURB TO THE SLOPE OF S�I�GGA95TE CONSTRUCTED ��L ARE TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSFICATM AND DESIGN SPEED AS SHOWN N APPENDIX A I_ 4" J _2" R OF THE VDOT ROM DESIGN MANUAL. 6" I, 1'-1" • D D D • D D 8• T-0" THIS MCA MAY BE CONCRETE AT TIE OPTION OF THE CONTRACTOR A COMBINATION 6" CURB & GUTTER 502 REV. R/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 2010] OI-3A 3B, 3C EXIP, VDOT: CG-6 NOT TO SCALE EXPANSION KEYED CONTT' BARS qNT BM G 1L ( BM C I A MS F H I Zlli 6'MIN. PLAN 3.0., SECTION A -A MIN 1 'MAX. To -MAX �A KEYED CONST. JOINT L-VARIABLE - MM. 20' WARPED P 2--l" I8' 2._6.� B.. 3,.0.. _ 2" 11 GUTTER B Z BAPS A GUTTER H a= n y.. B S C BOBS F BARS E ea :v I I MF]" DIAMETER � - BOBS E WEEP HOLE FRONT ELEVATION BARS F B" T-B" 8" Burs B E - - (GUTTER REMOVED) 3'-0" T/.. B„ L,r S. 5x'4" e2xT PLATE . SECTION B-B TYPE a NOSE DETAIL SHALL BE USED WITH 00-3 6 CO-7STMDMDS. / R GALVµIZED'�.. TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 M CO6 STANDARDS. TYPE A TYPE B TO X 6" STUD STEM CONNECTOR WELDED M GALVANIZED PLATE FOR TYPE A TO BE BENT ON ANGLE OF 68.30' TO PNC1E IRON AT 2-C-C. CONNECTORS AND 1S TO BE ANCHORED WITH%' x 4'• STUD SHEAR NOSE DETAILS AT WELDED TO BENT PLATE AT 2-C-C. 2„ MEW, PAVEMENT 01-3A L L DI-31S L 01-30 -WARPED PAVEMENT _ - FLOW J1 FLOW p_D.. DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT I SPEOFRCATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' SHEET 1 O233 ID4 D9 F 2 REV190OB71N DATE 0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C) C1 3 NOT TO SCALE M1 1 U. COVER A SL \ CONDIITTIONS❑IZ, A ANI' RI LLTERNG. O O ❑ ❑//❑//B e1��� COVER%�WEL1 �!PLAN PLAN TOP GA SECTION A -A 1S„ MACHIreo z4' ^ pA r COVER B 2z>h" DM. - TRAFFIC / Q ❑II �] ❑ = CONDITIONS i4L 20' DIAL `_a,� J..111`1T LETTERING 1 , t ' < ,--• T 1 I OPTIONAL ❑ LI'LM--H 24' DEAL 33" CHU '❑i❑ V ❑ ❑I U ❑ _ xli ♦ N'RM%IDS j'-I ICI COVER DS USE ± FRAME TOP EITHER COVER A OR B MAY BE USED WITH FRAME. COVER 1 WDLM �� ? dE COVER 170 L85. ± j, j MACHINED SECTION A -A SHEET 4 OF 5 "� STANDARD MANHOLE FRAME AND COVER 224 REV. 7/02 ]02 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.04 'ILE STANDMAD SL-I FOR APPLICABILITY OF SAFETY SLABS, B STANDARD MH-I NOTE- 1 FRAME III COVER THE TOP OF MASONRY IS TO BE LEFT L MADE ENVY LOW TO PERMIT PROPER 1 AADDJJUSTMENTHOFI GO ERSEVOF 4AORTIR OR TO BRICK AS DIRECTED BY THE ENGINEER. ST-I J_ B y °Tf DIAMETER (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 1. OU/NTITIC SHOWN ME FOR MANH^LE WITHOUT PIPES. TIE MIDUAT DISPLF E BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH MUCK MANHOLE MANHOLE YNE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 43] 5 O] 0.785 1.669 6 0.9 0.95 1.961 7 to LO 0.7785 2.223 8 1.4 0.785 2.485 9 IA 0.785 2.747 NO 1.6 0J55 3,009 11 19 0.970 3.455 12 2.2 0.970 3.817 13 1.5 0o70 4.179 14 2.B 0.970 4.541 IS 1 3.1 1 0.970 4 ,903 T6 1 3.t 1 0.970 1 $.265 O 4.0 1.173 1 6.032 INCREMENT 1 GAP 1 0.5412 OBTAIN TRUE OUANTITIEs. 2.A BASE THICKNESS OF 9" WAS USEC IN COMPUTING CONCRETE QUANTITIES, 3. INCRELENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5- OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT 15 TO BE SHAPED IN ACCORDANCE WITH STANDARD I5-1. THE COST OF MATERIALSFINCIIDENTAL ISITING sTO PLACING NG SHAPING 15 TO BE INCLUDED IN THE SW PPoCE FOR THE STRUCTURE. -FE-IFTFATION -.LFEIRENCE MANHOLE FOR 12" - 48" PIPE CULVERTS VDOT ROAD .WD BPoDGE STANid 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEE04/20 VDOT: MH-1 DETAIL NUI IU SUALL .�.:4 SEE NOTE 4 :i_-A• i. a.- DOI NOTES, L T16 REM MAY K PRECUT OR CAST "PLACE. 2. CO CREIE TO BE CLASS M F CAST N PLACE, 400D PSI F PRECAST. 3. CUM HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PM FOR AS RADIAL CUM. 4.THE DEPTH OF CURB MAY K RFE%JCIED 4 MIAGI M 3" 05" OE.PIID OR INCREASED 4 MUCH AS 3" (2r DEPTHI N ORDER THAT THE BOTTOM OF CURB WE CONCISE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH R TO BE W1- u SHOWN. W ABAbT1ENl N THE PALL BD 5 TO SE MITE FOR A DECREASE OR AN INCREASE N DEPTR R 5.CG-2 6 TO BE IRO ON ROADWAYS MEETING THE REQUIREMENTS; FOR CO-6 AS SHOWN N APFL3UX A OF THE VDOT ROAD DESIGN ANNUAL. SURFACE BASE A 0 WE STANDARD 6" CURB 0,06 502 VIRGINIA DEPMTMEWIT OF TIIMIOPCITMMN ITV. IO1.L01O VDOT: CG-2 NOT TO SCALE DI-2A, 211, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE IS CREV. E%PM90x JOINT BACK OF SBEWALK EXPANSION JOINT B'-F, -_ GKV. MCN F-!A BARS -tY F-I•C C' BAPS A-1 I 5" I W 10" C-C - YB)S C-C _ b � ° 0 J FACE OF CURB I BSc c �l V, CRACK CONTROL JgNi .8MI C-C _D. 2 0' - _ 2 2 e � Q SECTION B-B -'PLAN VIEW A 7.. T-4" 2'-O" BAPS A-t-N L 2y" y"XH114. F GAUD rPmoOf A H D A . SURFACE GKV. MC6XI2 wMPEO SECTION D-D BARS E SURFACE R 6" C-L WELD Y-9" BEFORE B IS 2 BNtS B-1 GKV. Y. OImcnR (/(/��\��� W 6" c-F'H/a`I .,' '�'I DALY. WELD Nl WEEP (DIE yl Al IRS E I NC6xtt %f % 4'• SEE NOTE a\�J//� STUD SHEAR SECTION C-C CONNECTOR FRONT ELEVATION ADECREASE TO r' TO COLLINS, WHEN INLET IS USED SECTION E-E -2A UFO WITH MEDIMS. WARPED GUTTER BARS A-t*7RO�CCHTTER WPC1 1GPLGNiZEO•XV4"HOLE /ow 5^XI°1 1 r �BARS A 1NOTE B BENMATESSLOE OF _ _ _I 6 R"A �__I^ c-c AIRF11�i6 PW!BARB BI/. %1" STOPR"C'C3 '� STEM CONN.D WELDED TO RNGLUH2C T' -j BARS F e - NON 2LC LZI11 - UTYPE A SI�FACDE TYPE B FNOSE DETAILS 1OW SEE NOTE 5 FL I II - - I �� TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARDI )" " TYPE B NOSE BET/i SISAL BE USED WITH CG-S STANDARD GALVAx12ED PLATE FOR TYPE A TO SE BENT M AN ANGLE OF FOR USE N SAGS SECTION A -A sIEs6°rs•CONr°°E°CTIORSD'NEBELOEAO TOSENTPIATH XAi 2TCOC. BOTH SAES TO BE SYWETPoCAL FOR STEP DETAILS SEE STD. ST-I. ROM `R�S STANDARDS STANDARD CURB DROP INLET SPECIFICATION SHEET I OF 2 REVISION DARE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 104D} VIRGINIA DEPARTMENT OF TRANSPORTATION 'OU2 GALVAIZED MC 6 X tt 11- 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 [C. 45183 �0 9 I--[wr rSIONAL 6�G IMA HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: c13 NOT TO SCALE C13 NOT TO SCALE 9 VDOT: STD MH FRAME & COVER 12 VD0T: STD, CURB DROP INLET DI-2A) C13 NOT TO SCALE C13 NOT TO SCALE FILE NO. 4"- 31000 PSI " TOP COAT OF 20.01C� Q CONCRETE O O C)O C)O C)O O O SM-9.5A SUPERPAVE 4"- VDOT #21A 6" VDOT #21A O O O O O O O O O O MIN. CBR=6.0 BASESTONE BASESTONE SITE, VDOT & ACSA COMPACTED SUBGRADE COMPACTED SUBGRADE MIN. DETAILS TO BE FIELD VERIFIED CBR=6.0 TO BE FIELD VERIFIED 13 TYPICAL SIDEWALK SECTION 14 TYPICAL DRIVEWAY & PARKING PAVEMENT C1 3 NOT TO SCALE C13 C13 NOT TO SCALE H W J z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN ■ \ I BRANCH 12" J J ■ 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN Z N a NTS FIG. S—I—B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE L= E GALVANIZED WITNESS POST WITH E ENDS PAINTED BLUE IN REMOTE AREAS •:ECTED, MARKER LOCATION MAY BE SUBJECT T HI _'HIWAY DEPARTMENT APPROVAL. FI I HE S3A_E 1.1 —I T-ILE TRAFFI —7E1 r ,L E FOX W/ LIL I I z u I I W TE 2500 P.S.I. CONCRETE THRUST BLOr,•K M j. GATE VALVE 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) STREET SURFACE OR NON —PAVED AREA SLOPED 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" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE A VARIES CHANNEL TO BE FILLETS IN 1 3/4 DIAMETER OF CONTRIBUTING --4gF;' a SEWER. 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BEPROVIDED.MIN. 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 SUALE ilk r yM P.)STEP e a � e 6' o NOTE; MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS 04, USE APPROVED FLEXIBLE RUBBER Gd annT d GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY `90• RESTRAINED BEND a 4 e rt A e 'E 1 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 GASKETJOINT. 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 NU I I U 5(;ALE COMPRESSION . 3/4' MALE PIPE COU°IJNO OR AaPROV0 EQUAL I' TYPE 'K' SOFT COPPER I*%I'. NOTE: ND SWAM. nmNGS DUAL SERVICE - TYPE it SOFT COPPER SINGLE SERVICE NO1E 1) SADDLES SHALL BE USED) ON PVC PIPE THE FOR USE ON ATTACHM SINGLE FAMILY RESIDENTIAL sEI OR DUAL RESIDENTIAL ANO IRRIGATION SERVICES �2. I' =MPRESSION . 3/4' MAIL'RE CGIPUNG CA APPROVED EWAL Frl, USE ON UETACHI'ANGTE FAMILY ;+EWVC TIAL SERVICE WERE AN IRRIGATION MEIER 14 NCT PRCVICEP CAST IRON UP. nh131ED GRADE // HALL Il MAR BOX iwI 1 h +' p OU ' 3G' MN cui* h ;a DEW: COUPLING _\ s, •� CORPORATION STOP `''!_ y'• %M�'A' t -;rE "• NEBRICKCESSARY A 'i�l�r�.: NECESSARY SAND OR DUST ,HIDER 4' 01AVV ER GRAIN PPE 12' nox AND sErlFn t2—wcM 4.1 . LONG STOW POCKET. N10T MINML.N TI•CKNESS1 �:..L1•T.N^• SPEC. 2O& NO. 57 AGS:EGATE ...... :oe::K .....z 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 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 4JMI MIN MIN. #68 STONE LAR FILL AS 20VED BY ACSA STABLE SOIL OR ROC\ 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 y■1dl�:�y�:i�l[y���l�:L1�K�P►I�IX•IIPP►■�NlIX4� 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% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". —m 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / ■Ill►■�I►1q 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SCALE 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 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU TI M. SHIMP ic. 45183 Igo 9 jZl w� rSIONAL 6�G Im HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 9Ima►lea ACSA DETAILS 2 ACSA: GATE VALVE TYP. 8 ACSA: FIRE HYDRANT ASSEMBLY C14 NOT TO SCALE C14 NOT TO SCALE C14 40.8' ROW Irv:.: V it !. i �L Y 3T s„ Ilty . ..; �10.6-10.0'� I I I ROAD CL �. 2Y 27 8% 4"- 3,000 PSI CONCRETE -9.5A SUPERPAVE (TV.) I BASESTONE j II 2.5" BM-25 (TrgJ I II I COMPACTED SUBGRADE II 6" VDOT /21A II MIN. CBR=6.0 BASE (TV.) I TO BE FIELD VERIFIED II I II I I COMPACTED I I I I I I I I SUBGRADE MIN. I I I CBR=6.0 II TO BE FIELD VERIFIED (TV.) HOUSE OPEN 5 6' N LANE ROAD LANE CG-I61 OPEN SPACE SIDWALK PMFING ti CL SPACE STRIP u 1 ROAD A: SECTION A -A C15 SCALE: 1:10 II II I I VERIFIED (TV.) I HOUSE OPEN 15' SIDEWALKN 9'x20' DUNE ROAD LANE 3' PAVED HOUSE I SPACE ti GUEST PARKING CL RIBBON DRIVEWAY u CURB ROAD A: SECTION B-B SCALE: 1:10 --------------------------------------------- I I I HOUSE I PAVED DRNEIEAY 3 )ROAD A: SECTION C-C C15 SCALE: 1:10 CURB & CURB &A ROAD III CONCRETE CONCRETE CL {III APRON APRON PSI CONCRETE 4"- WOT Y21A BASESTONE COMPACTED SUBGRADE MIN. CBR-6.0 TO BE FIELD VERIFIED ROAD CIL �( 8% 2% 2% 27. CLASS A32 M-9.5A I_____________________________________________ /y- (H E.S) CONC. / SUPERPAVE (TV.) 6" AGGR. 2.5' BM-25 (TYP.) BASE TYPE I 6` VDOT #21A I SIZE 218 BASE (TV.) I I COMPACTED I I I I SUBGRADE MIN. I I I I I CBRBE I I I FIELD TO BE FIELD I I I VERIFIED (TYP.) I I I I I 5' GUTTER LANE ROAD LINE I 3' I I PAVE HOUSE SIDEWALK CL RIBBON DRIVEWAY CURB 4 COMPAC' TO BE 2Y .1ow I L______________________________________________a IMPS BASE9OE (BASE irYPEl l SUPERPAVE - - - - 'Ip I��I CENTRALIZED TO BE LANE ROAD LANE ECG-61 S. IOPpN1 HOUSE I L__________1___________________________________ VERIFIED (TV.) CLASS ME AREA CIE (PAVED UPS 21A 6" " VIDOT PARKI SIDEWALK SPACE COMPACTED SUBGRADE I SIZEI 21B BASE (TV.) w �. MIN. CBR-6.0 I I o TO BE FIELD VERIFIED COMPACTED u N SUBGRADE MIN. I CBR=6.0 I �` TO BE FIELD II TO BE FIELD V ROAD C: SECTION A -A VERIFIED (TYP.) II VERIFIED (TYP.) PAVED SIDEWALK GUTTER DUNE ROAD LANE PAVED SIDEWALK DRIVEWAY HOUSE DRIVEWAY CL ENTRANCE HOUSE OPEN 5' 16G-61 LANE ROAD LANE ICG-16' C15 SCALE: 1:10 SPACE SIDEWALK CIE5 ROAD B: SECTION A - A 4 ROAD A: SECTION D-D C15 SCALE: 1:10 C15 SCALE: 1:10 CO-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; NYDR&LI[ CEMENT SIDEWNK IDEPTH IN INCHES. AREA N SQUARE YARDS) A CURB WHEN REWREO Go - OR CG-3 N LKM FEET) PERMISSIBLE GENERAL NOTES DETECTABLE WARNING SURFACE AREA N SQUARE YMDSI CONSTRUCTION F THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH O ME MOVE ITEMS IS A SEPARATE PAY REM MA SIOLLO )PINT 5' Rs DOWEL, B" LONG 0 12" C-[ BC SUMMMI2ED FOR EACH CURB CUT RNAP. MIN. SHIMP 2, ALL DETECTABLE WMNNG SURFACE PRODUCTS SHALL MEET THE REOUM MENTS SIDEWALK Of SECTION 504 OF THE SPECIFICATIONS FOR M-12 DETECTABLE WARNING SURFACE. RAMP t2:t MAX NS 4' DETECTABLE WARNING SPACE PRODUCTS USED SHALL SE FROM THE MATER14S B 48T MAX B a7 MPROVEO PRODUCT LET NUMBER 72. _�� B. 3. SLOPING R BY O CURB RAMP MAY N POURED MJOINT WITH K URE PARE LS,,. _ FLOOR OR By USING PERMISSIBLE 5 CONSTRUCTION CENTER WITH RENTER BARS. n' S 1O'.I 4. REQUIRED BARS � TO 9E NO 5 X B" PLACED )'CENTER O CENTER ALONG IT 'O B ROAD B: SECTION B-13 ,Vy 'y�j! BOTH SIDES Or THE paMP FLOOR. Mw-OEPTX OF RASP [LOOM. YMMV,I 101 MAX L - TYPICAL DESIGN G I i� R I i \ G LL CONCRETE COVER Y/r', 5. ROADWAY CURB /COMB MA GUTTER SLOPE TRANSITIONS GUTTER TO CURB TYPE A / 3JJ' ROW IMPS ME INCLUDED I C N PAYMENT FOR CORE A CAR AND cuA EN. PERPENDICULAR `// TRAN9THON GUTTER PM SLOPE 6. CU10 RMPS ME REQUIRED FOR W WICKS AIWS SHARED USE PATHS THE WIDTH OF TO 20:1 T6NUGH HARP LENGTH \, _ , LAND PLANNING -PROJECT MANAGEMENT THE CURB RAMP SHAL MATCH SRIEWKK WIDTH WHEN CURB PUMPS ME USED IN A CONJUNCTION WITH A SHARED LIE PATH, THE MMMW WIDTH SHNL BE THE MOTH 1 y ;, -�- TRM9TIGN GUTTER PM SLOPE GUTTER PM MAXMUM POPE 20-1 95 OF THE SHARED USE PATH. 4 " 5' MIN TO 20=1 THROUGH RMIP LENGTH _ T. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE • 21 MA% _ CLIMB RAMP LANDING FLOOR. 2�MA B O' MM. 1 0" Ym n I 8. CURB RAMPS WILL BE OR AS I ANDCTE LOCATEDHE WITHIN PEDESTRIAN R CROSSWALKSSHOULD 4 I 912 E. HIGH ST. 434.227.5140 IDS SHOWN CA PLANS OR AS DIRECTED BY ES. EHT POLES, CURB RIPS XTS. CROP 121 MAY. {BIN NA%. NOT BE LOCATED BEHIND VEHICLE STOP LIES, LIGHT POLES, FIR[ ORANiS, DROP BACK OF CURB I 10.0'-.-B.O'-. NETS, ETC - TYPE B 20.+ I CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 9, THANES MAY BE FACED LA fl WIT OR TANGENTFTHESECTIONS PROVIDED NDA+ PARALLEL TYPE A THE CURB OPENING 5 PLANED CONNECTION THE THELIMITS OF THE OPENING IS AND TEAT THE SLOPE AT THE coMccrlDx OF THE cw8 oPENInc 5 WITH BUFFER STRIP PERPENDICULAR TOS CURB, IQ- C£TECTNILE WARNING SURFACE PANELS $HALL BE NSTNLED rLIJSX WITH MN- SECTION A -A I ROAD TIME BACK Of OMB. 12'I ARAM CL IL WHERE CURB RAMPS INTERSECT A RNRADIALSECTION OF CURB AT ENTRANCES -,!L{ M STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE "MIN 'W'Y' 2(k` ,-PERY658LE ® I I A FKTOLY RAOUS OR BE FELD-MODRED AS RECOMMENDED BY THE Y / _O A NSTRUCTIN MAE MACTURER TO MATCH THE BACK OF CUM. SEE CG-RINS - PAGES 20406 / AND 204.07 FOR METHODS OF NSTALLMC DETECTABLE WARNINGS ON A RADIO e•yM JOINTI 2% 2% 2% 2% 8% T AI X .2 HONER TNM ^^y EDGE OF PAVEMENT -�______________________________________________l AT X x SAME A5. TOP I CURB 1. - .'5A SECTION B-B SUPERPAVE (TY .) 4"- 3,000 TYPE C EXAMPLE INSTALLATION METHODS - 2.5" BM-25 ( P.) PSI CONCRETE PARALLEL & PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT CG-s 6" E (T .) 4"- VDOT //21A )RUNCATED DOME L FOR DESIGN NOTES ON THE DETECTABLE WARNING THAT INCORPORATES SHEER RID S. '•( BASESTONE NE C-C 2, THIS DESIGN RI BET TO FOR CURB RUCTION THAT CURB RAMP L WIDER SIDE T F LAIIOING BASE (TYP.) D O 0 O Q CORR RU RECUIRED AT TOP OF CURB RANP, MINIMUM CURB RAMP LENGix a FEET FOR NEW I I COMPACTED SUBGRADE I Z GUTSTRUPANN. _SC ,COMPACTED SUBGRADE II MIN. CBREM L 0 0 0 0 :] a 0 O O O 0 3. Cui TER PM SHALL BE A MAXIMUM SCOPE OF 20:1 AT THE RAMP OPENING. 4 4 MIN. CBR=6.0 TO BE TO BE FIELD VERIFIED O O G O a 0 0 0 O 0 a a �F 4. QlAcarvN PLACEMENT 5 NOT PERMITTED. �� H FIELD VERIFIED (TIN.) rQ M--I LAICNG RAAP a a a a a a 0 0 0 a 0 0 a a a ; 0 0 ' N"x JU TI M. SHIMP o 0 0 0 0 a 0 a o 0 0 a a a o m 0 0 0 0 o a o 0 0 0 o a a o o �rc o III ic. .45183 0 0 ED II x- x F R DDDD00000000a oo CR W K III DETECTABLE wARMNc CROSSWALK HOUSE PAVED 3' GUEST LANE ROAD LANE CG-6 OPEN AT BACK O CURB a L t 4' SEE NOTE n BARE OIE F" L WI LIMITS CURB !(Y aVARIABLE FUEL L WIDTH Of RAMP ROM II TYPICAL PLACEMENT O DRIVEWAY RIBBON PARKING CL SPACE TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME WITHIN CROSSWALK �LrS E� INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING AT INTERSECTION jONAL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) IO O lO CEO 3O `VOOT a COPY OF iK OHIGINAE SEALED BD SbNFII DINNING 5 ON FILE N THE CENTRAL ICE SRREFERENCEN $�EfIER ,KEN A COPY Of LK ORIGINAL SEXED MO SNORED DINNING IS ON FILE M THE CENTRAL O KE. `�/p0T 9 R 0 A D B : SECTION B - B ROM AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE CG 12 DETECTABLE WARNING SURFACE ROM AND BRIDGE STANDARDS sHEE+ I OF s REv19aN DATE (GENERAL NOTES) 51002 S0z TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHE z Dr s C 1 5 SCALE: 1:10 201 Ot 04AN VIRGINIA CEPMTIEW 0' TRANSPORTATION 504 504 VIRGINIA DEPARTMENT O TRANSPORTATION 0A/19 Scale: 11'=10' 2D9.G2 7 )VDOT: CG-12 GENERAL NOTES C15 NOT TO SCALE GO 12 8 )VDOT: CG-12 TYPE A C1 5 NOT TO SCALE A5 DOWELS: S. LONG - I PCRNIs5BL6 CONSTRUCTION AT IZ" ACC 5, WIN, RII MM B IZI MAX 1 /MIIIVry I.ytl TRNYSIl10N QUTTER PAN SICPE TO 20:1 THROUGH TO 20.1 THROUGH RAMP LENGTH GUTTER PAN MMWU1 SLOPE 20'I r-T Mx SHARE TO MATCH FACE OF ROIOWAY CURB BACK O GARB toil T LNUING .MI MAT. ( TARN. SECTION A -A wowc .a,I IN... SIDE uro DETECTABLE WARNING SURFACE NM59BLE ruPa CONSTRUCTION JOINT MH Ox+T CROSSWALK F SECTION B-B °wcTE cline NOTES: ONE DIRECTION L FOR GENERAL NOTES ONTHE DETECTABLE WMMNB SURFACE, WITHOUT BLUFFER STRIP SEE SHEET IOF 5. t THE REGURED LENGTH OF A PMOLLEL ROAR 5 LIMITED TO 5 FEET, REGARDLESS OF THE SLOPE. 3, QITTER PAN SNALL BE A MAXIMUM SLOPE OF 20'1 AT THE RAMP OPENING, 4. DIbCK& PLACEMENT 15 NOT PERMITTED. i TYPE 8 PARALLEL APPLICATION ROADWAY GRACE IN PERCENT MNMUM RMN LENGTH M FEET a' CURB 6" CURB a 4 6 5 T 2 5 e 3 e 1 9 4 B 1 12 5 10 1 IS 5 14 S CROSSWALK GROSS, nin N 1 1 CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP `VOOT A COPY OF THE ORIGINAL SEALED AND SIGNED GEARING IS ON FILE IN THE CENTRAL OFF] ROAD ARID BRIDGE SiMOMOS CG-12 DETECTABLE WARNING SURFACE SHEET 5 Or_5 REVISION DATE TYPE 8 (PARALLEL) APPLICATION 204.03 0.119 VIRGINIA DEPARTMENT OF TRANSPORTATION 10 VDOT: CG-12 TYPE B C15 NOT TO SCALE ONE DIRECTION WITH BUFFER STRIP 105 %2 M4 DII GG-12 5. LAN JOINT IBLf CONS,, ANi X.A. i. P AX. YA 6" yTYP- 2' MM AT X , 2' HIGHER THAN TRANSRIGN GUTTER RAN SLOPE 9 EDGE O PAVEMENI 4 p rD 20J THROUGH RICE LENGTH AT XX, SAME AS TCP OF CUPS AEJ GUTTER PAN MAXIMUM SLOPE 20:1 TANGENT PLAN ..1, xx �1p1N-�} k a rLTSM - 1 XX X SHAPE TO MATCH FACE OF ROADWAY [DUB G. 4T X ,2 HIGHER THAN BACK OF COWS VI IM - 4 I EDGE OF PAVEMENT N 20 :1 4 - M I FTXX. SMNF M TOR DR CURB SECTION A -A y= s a a � u TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE N PERCENT MINIMUM RASP LENGTH IN FEET 9^ CURB 6" CURB 0 t 1 z s 2 ] 5 3 J 6 4 B 5 5 0 6 H 9 IS IS B 15 IS � IITTII CROSSWALK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: L FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOF 5. 2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDFTIWS AND ROADWAY MOMETRDS PROVONC THE DIMENSIONS AND SLOPES ME M NOTED, 3. THIS COMBINED IPARNIEL 6 PERPENDCIEM) OESGN CAN BE LIVED WITH ADJOINING BUFFER STRIP . LAHANS NG AT BOTTOM OF TWO SLORSIDES T. 5X 5'MY4 NMENSION& THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LAADSCMED SETBACK OR CONNECTED TO THE SIDEWALK WITH 4 WARPED SURFACE, 4_ GUTTER PAN VALE BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OfE THE WOUREO LENGTH OF A PARALLEL RAMP IS 5. MASON& PLACEMENT 15 NOT PERMITTED. DATED 10 15 FEET, REGARDLESS OF THE SLOPE. V V- IL VL 1 Ll, I ROLL YY FARIV IIVV JV RF MI.L ROM AND BRIDGE STNDND ws TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVI9M DATE SHEET 4 C 502 VRQN.04 IA DEPARTMENT OF TRANSPORTATION 04Ay 204 11 VDOT: CG12 TYPE C ;1 5 NOT TO SCALE CG-R-INS DETECTABLE W `.;t. EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO nn 1ti FACTORY EDGE � ... 2' 1 3 DETECTABLE w ARNNG PANEL TYP. DETECTABLE WMMNG SURFACE GASHED, CVAB �RN CUT LE PAI AMT L EXPLE BLENDED TRANSITION �,/-L-L-='"-�/I (NOT FOR USE IN NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES L LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH 2'. 3-DETECTABLE A MAXIMUM 2' OFFSET FROM THE BACK OF ORB SHALL HAVE A RADIUS TO WARNING PANEL . ]'DETECTBLE MATCH RADIUS OF THE CURB. DETECTABLE WARNNG PANELS SHALL NINE A 2' 2 3 D PANEL FACTORY RADIUS OR R APRROVED BY THE ENGINEER MAY BE FIELD MODIFIED2'. 4'DETECTABLE M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF GO". WARNING PANEL 2 JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. CUT WES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS. 3. AUGWENT W COMES OR ADJACENT PANELS THAT WILL BE MODIPEO TO ��... - :'C (� I{+L' FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING MTECTMLE l::iei ?:!::'' ..3 ... �f!:!:it wMMNc PANELS. c:�A-0::!:3w:. t.T...!... .131E :. R ^' _ � !" ! MIECTMLE WARNING PANEL SIZES SHOWN ME FOR EXAMPLE •. 'i(:' •Dai I ii11!! is aMt tiF PURPOSES. OTHER PANEL WES MAY BE USED IN ORDER 10 MNNIAN I::::::;• : ............... .......... CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION. FACTORY EDGE t0 9 WHERE AND ION CURB THAWS ME FOR ARE F SIUANONS WE EXAMPLE LIRE PRIORY EDGE WHERE CONSTRAINTS. LE DED TIONAL CURB RAMPS ARE NOT FEASIBLE OIIE i0 SITE PAPTELREN CUT FOR NEW BLENDED TRMSTgN CURB RAMPS AVID NOT PERMITTED 24 3-DETECTABLE FOR NEW CONSTRUCTION WARNING PANEL 6, PARTIAL DETECTABLE WARNING COMES THAT ME THE RESAT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 2. GAPS BETWEEN ADJACENT MIECTABLE WARNING PANELS ARE Not PERMITTED, 8. SEE ITEMS FOR CROSSWRN MMNINGS. TURNING AREAS. ROUTE WIDTHS. GRACE CHANGES, MD RAMP CONFIGURATIONS. `VEJETT A COPY OF THE ORIGINAL SEALED MD SINED DRAWING :S ON FILE IN THE CENTRAL OFFICE SPECEIEREENCENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE IDS REF IEET 2 OF 2 REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS W2 204G7 NEW 04119 VIRGNIA CEPMTWNT OF TRANSPORTATION $DII 12 VDOT: CG-12 METHOD OF INSTALLATION C15 NOT TO SCALE :9_1 ' :► HTC AREA C TOWNHOMES: BLOCK II ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.02 REVISION: 20.018 ROAD SECTIONS & VDOT DETAILS C1