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HomeMy WebLinkAboutSUB202100159 Plan - Submittal (First) 2021-09-15ROAD PLAN LEGEND EXISTING NEW 10 10 1.00' --31t}-- 0- ---- 312 ---- 2 311.5 x 57 X 311.5 TC x 57XC 311.5 TW x 57"xW 311.5 B W x 57XW ZEh A_N DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT SITE TEXT NOTES PARKING COUNT DIMENSION GROUND GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING CROSSWALK HANDICAP ACCESSIBLE AISLE l� HANDICAP PARKING 0 MATERIAL CONCRETE/PAVEMENT-SIDEWALK RIP -RAP 0 ASPHALT GRASS EC-3 MATTING 0 0 EC-2 MATTING WETLAND -„-,-„-,- -,-,-,-,- TREELINE _... _... _... _... _..._ _... _... _..._. _ _ FENCE STREAM UTILITY # UTILITY EASEMENT ® 0 UTILITY POLE LIGHT POLE OVERHEAD UTILITY SANITARY & SEWER RD 0- RD STORM SEWER q (Dq ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT SWIM FOREST/ _ _ _ _ _ _ OPEN SPACE EASEMENT 0 O O SANITARY SEWER W. LATERAL SANITARY MANHOLE SANITARY EASEMENT WATER o WATER LINE W. SERVICE ® WATER METER ♦ WATER VALVE FHA FIRE HYDRANT WATER EASEMENT GAS NOTE: GAS LINE 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER The Housing Lab LLC 92 Oak Forest Circle Charlottesville VA, 22901 ZONING R-4 Residential The property is subject to the proffers of approved ZMA 2019-16 MAGISTERIAL DISTRICT Crozet SOURCE OF TITLE DB 5079-303 (TMP 55-68C), DB 5079-303 (TMP 55-68D) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topography provided by Meridian Planning Group LiDAR (2)-foot topography provided by Virginia Geographic Information Network, 2016 BENCHMARK Datum for topography is NAVD 1988 FLOODZONE FEMA flood insurance rate map (community panel 51003CO229D), effective date February 4, 2005 shows this property is not within zone AE and no portion of the property lies within the 100-year flood plain. RESERVOIR WATERSHED This site is within the Dam Break Inundation Zone (State). This site is within Lickinghole Creek watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jurisdictional area for both water and sewer and will be served by ACSA utilities. WATER PROTECTION ORDINANCE The stream buffer(s) shown hereon shall be managed in accordance with the Albemarle County Water Protection Ordinance AFFORDABLE HOUSING The property will provide two (2) for -sale affordable dwelling units, to be located on Lot 3 and Lot 4 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 Ian as drawn may not accurate) reflect the requirements of the 9 P ( � P Y Y q permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. 13. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. ITE TRIP GENERATION Use ITE Code Quantity AM PM Daily Total In Out Total In Out Total Single Family Detached 210 4 Dwelling Units 2 6 8 3 2 5 54 Multifamily (Low -Rise) 220 2 Dwelling Units 0 1 1 1 1 2 15 Total 2 7 9 4 3 7 69 Trip generation reflects AM and PM peak hour traffic as well as weekday traffic. EXISTING USE Vacant PROPOSED USE Single Family Residential & Single Family Attached Gross density of 4.85 DUA Net density of 9 DUA SETBACKS FRONT: 5' SIDE: 5' REAR: 20' Any part of structure must be 10' from any other structure, unless attached, per approved ZMA2019-16 LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 0 SF 0.0% Sidewalk 0 SF 0.0% Open space 53,884 SF 100.0% Total= 53,884 SF (1.237 ac.) PROPOSED Area % Building 20,185 SF 37.4% Pavement 6,710 SF 12.5% Sidewalk 1,351 SF 2.5% Open space 25,638 SF 47.6% Total= 53,884 SF (1.237 ac.) GENERAL PRELIMINARY SUBDIVISION NOTES 1. The properties lie in a dam break inundation zone. 2. There are no known places of burial in the property. 3. This property is within an Albermale County and/or City of Charlottesville water supply watershed. 4. Stream buffers are shown on plan. 5. The location, area and dimensions of a building site on each proposed lot complying with the requirements of section 18-4.2. 6. Lots contain building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. 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 P Y 9 Y 9 9 work with owners of such underground utilities during construction for the safety and protection thereof and repairing an 9 9 Y P P 9 Y 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. The 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. 6. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 7. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 8. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop PP P P P 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. 9. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 10. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 11. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 12. Retaining walls require separate building permits. 13. 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. GENERAL CONSTRUCTION NOTES FOR PRIVATE STREETS 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. BAMBOO GROVE TAX MAP 55, PARCEL 68C ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1200' riesQ CROZET CROSSING SCho01 �- ORCHARD ACRES rc o c. GRAYROCK 44 �aa GRAYROCK tl ORCHARD JARMAN WAYLANDS GRANT � ,,,,,r¢ V '� WAYLAND PARK AP ESTATES tea, ® E� Cupe Pie Bake Shop y �,a ao ] Ni,umon Wn 3 1 i.111 ('10h9 Map provided by Google.com r Crozet Plzra© BARGAMIN PAR J r, � Kitchen and TapQ rnree Racnea Rd e ; u oro,Smoked ,i T. ; IFREA ° 'as JARMANS P, ARKSII t GAP ROAD VI L LAGI -... Crozet Park Community Building® ,WN i Claudius Crozet Park do`s *he Lodge at Old Trail p0 d r OLD TRAIL The SHEETINDEX C1 COVER SHEET C2 EX. CONDITIONS C3 SITE PLAN C4 UTILITY PLAN CS GRADING PLAN C6 UTILITY PROFILES C7 LANDSCAPE PLAN C8 INTERSECTION SIGHT DISTANCE & ROAD PROFILE C9 ACSA DETAILS C10 VDOT DETAILS C11 SITE, ACSA & VDOT DETAILS PARK VIEW LKkin9�C� _ BROOKW E .i WHITE OAKS c SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227,5140 CHARLOTTESVILLE VA, 22902 Jl1STIN@SHIMP-ENGINEERING.COM ���ALTH OF L O o J U JUST-- lIlii�f__HIMP a � IV. 45183 e 4 70NAL E�G� ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE NO. COVER 20.053 C1 A6007 A5007 \ TMP 55C-OA-1 \i LOEZ, ROBLERO & NOHEMI MORALES • .. _ \ 692 \ MORALESDEED BOOK/PG 05363/0774 \ \ P S83°37 22'E 95.75' ` •� I \ 619.65' IF06 \ II \\ \ \ \ \\ ?0' DAM BREAK INUNDATION J 6 ZONE (AS SHOWN ON m ALBEMARLE CIS) WV SS9� I BENCH6 K B ' N-39131 8 E-1142288.28.29 30>1 DESC-I PIN \ \ \ \ \ \ \ 694 \ \ \ \ \ \ \ \ \ 688 \ \ \ \ \ \ \\ \\ \ \ 696` \\ \'VF \I\\\ \ \\ `�\ \ IF \ \ �501�\ 00 NV=684 DO TMP: 05500-00-00-067AO ro 'o 0 r STEVEN O JAMEKRISTINARG FORD HUGHES DB 1927 PG 72 TMP 55 SC / \ ` \-1O 690 \ \ / C5 ' A6020 I Cl N/F TmE HOILSING LAB LLC I / \ I I C` 507O 36 03 \ \ \ \ \ °m°= 1 li / I 60" HDPE I I \ / N DB ,a34 Pao 366 AT) \ INV=684.62 111 \ r� O' w 0.882 A �\\ 69 4 I I I \��i� /�/\//� � 1 I \ A5011 I I \\ DAM BREAK II�UNDA,TIO "" I I cv ZONE \ / \ ^ I I C / I \ S/TNG P-� ALBEMARLE �IS) \ Ln / I A5p03 / / ` \ \ ` -0 WV - :E If Ln A5020 \ �� — — 696 S89'S�` 27Y23' \ \ I —698� @ qy /�\ \/'00\\ \ \ \— 4pg4 0 .laLO m \ y '00\ 69 \ \ _ m \ / , T06 I \ \ \ 1 EX. 2 ACSA \ SEWER ESMT \ \ \ \ V 1 \ TMP 55-68D DB 10 3 PG 649 \ \ \ 1V/F--THE HOUSING LAB LLC \ DB �Q4)-_PG 303 \ DB 5134 PG 366 (PLAT- \ \ \ ^ �EXJ IIII \ \ 706 0.356 AC. \ \ \ \ 0°j DBA4 �0PG 391 4 \ ®16.83' l � \ \ > >Z N89'45'19�'W 110.19' ` _ PF \ \ N89°54'37"W 113.06' \ \ IF \ O \ TMP: 05500-00-00-067CO Z2� A6005 \ \ I \ JARMANS GAP _ ] TMP: 055-CTD,00-00-068A0 L \ DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-068B0 1 5'+/- JA AN GAP DB 3332 PG 553 DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A I AD (RTE 691 ROSA JIMENEZ-VAZOUEZ N-3912903.91 E . I I DB 4321 PG 364 E E1Z17 I FHA LEV698. DESC-IRON PIN SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF �O -� AN U JUSTQhvHl 1 . 45183 ZONAL ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE N0. 20.053 EXISTING CONDITIONS i I I ! C2 TMP 55C-OA-1 LOEZ, ROBLERO & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 lRo NE 0 OeR3�iyq 1�. � I PEDEST� AC GF .. \.. . PUBLIC ACCESS \ `39ZF`rMT . \ : • . EASEMENT F �\ \ 1 \ BENCHMARK B \ \ . N-3913108.68 \ ELEV-6 8.P8 ELEV- IRON DESC-IRO PIN W/pF TRq C \ \ WipF rRgi qip pFo/ . Sao \ F2� WV WV TMP: 05500-00-00-067AO WAD�FFR ��ic STEVEN GREGORY HUGHES OR JAMIE KRISTINA FORD HUGHES } \ �1\ \ EW 10' PEDEST DB 1927 PG 72 S \ \ �\ O \ IAN PUBLIC CCESS Y FST } EW V.W. \ EASEMENT v Q Fe'9C PRIVATE \ \\ m x� STREET \ \ N x EASEMENT \ \ < OP E \ w 9. o \ \ \ I N LOT 1 3,740 SF SHIMP FFE 707 S ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT S• SF p? 2 FR Teq 9g 0 912 E. HIGH ST. 434.227.5140 T Sere�o�,2 \ S•.. 26 _�k- \\ \ _ _ / PRIVATE CA I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �• \ - STREET m y EASEMENT WV ZE o m W� ' 11M GR EN PkCF •• _ `?93 ._ _ 2o, 9�F7� i STREET I a r�i �j�, ,pLTH OA LOT 2 8 SF EW V. , Io MAy �Z�qT oRo NAME SIGN ro� Y FF80705 SF PRIVATE �, , oo OFSZo�\CqO r c> o I ST ✓, m FRCN EASEMENT-15 SAFFO x MPH U JUST 1V I� 1�p a SPEED w TBgCk • s' 1 . •.'...+ C i.^ v SPEED N F 6• Q ... 4 LIMIT SIGN 0 Ij� 43183 so w S S.. o ei@gCk \oN .CO�y gtiTjy 1 p*36 + 10 00 10 �PJ- Zi R V V E ct'`S`Sill I v� iTJ T LOT 3 EASEME q ,%A TOP SIGN � T,��" O Q- 2,290 SF LOT 4 FFE 703 2,030 SF ,V LOT 5 .: 'J O2 FFE 703 Q- 3,120 SF V� 1 0I FFE 702.5 0P EX. 20' ACSA OC-j CRY DBWER 11063SMT PC 649 ROAD PLAN FOR P ORCH J �m BFE 697 I BAMBOO GROVE LOT 6 EX. 12' 20' REAR 20' REAR TBACK 2 REAR SETBACK 4,825 SF DRAINAGE ESMT SETBACK 20' REAR SETBACK �Q. FFE 706 DB 473 PG 391 � ry0 8' 5 SIDE SET¢AC ALBEMARLE COUNTY, VIRGINIA TMP: 05500-00-00-067CO I I SUBMISSION: JARMANS GAP TMP: 05500-00-00-068A0 L 2021.09.15 DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-068B0 1 5'+/- JARMANS GAP DB 3332 PG 553 DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A I R AD (RTE 691) ROSA JIMENEZ-VAZOUEZ N-3912903.91 E . DB 4321 PG 364 E-11422992.17 I FHA REVISION: ELEV-698.77 DESC-IRON PIN I I I I I � � FILE N0. 20.053 SITE PLAN C3_ A6007 TMP: 05500-00-00-067AO STEVEN GREGORY HUGHES OR JAMIE KRISTINA FORD HUGHES DB 1927 PG 72 @16.83' I I A5007 P TMP 55C-OA-1 LOEZ, ROBLERO & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 06 IF ol \ \ I. BENCHMARK B N-3913108.68 \ 1 E-114228.2 ELEV-6 38 8.8 DESC-IROI PIN \ a6000 bF0 /Cq � a5010 \ SSE\ \ \ CgTF� N 9 IF t R ENC\ rQ A30 , L Y 02 WV SAFETY FENCE \ -_ lyp0(MIN. 42" HEIGHT NTERSUNHK 6 20 \ C LOT 1 3,740 SF / \ TYPE, A BOA 4" CAPS S STONE S ALE ' S " SDR-26 „ 6G J \ 1 _ _ LOT 2 FHA 4,180 SF •�" A5T 114 x 41 \ Q^ STON SWA 4 R 70 . �+36 - 2�7.5° BE A5 2 LOT 3 2,290 SF LOT 4 ,": '� • 2,030 SF LOT 5 3,120 SF LOT 6 4,825 SF WV 60" HDPE I N V= 684.51 �60" HOPE INV=684.62 i o a5003 O � A C O W D O ."D O _ WV ZE < o m mA 3" N m 0 N 0 � I CONNECT TO EX. WAT�RUNE ON ORCYARD DR. 10 _ y,/ with 8"x6" TS&V I A2 I EX. 20' ACSA SEWER ESMT DB 1063 PG 649 J EX. 12' DRAINAGE ESMT DB 473 PG 391 1A AP [ON NONWOVEN FABRIC OR EQUIVALENT STONE SWALE DETAIL C 4 NOT TO SCALE SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4'`���TH OF �O JUSTQh Hl 1 . 45183 ZONAL �� ROAD PLAN FOR BAMBOO GROVE - - - - - - r 0��i PF PF IF ALBEMARLE COUNTY, VIRGINIA I SUBMISSION: TMP: 05500-00-00-067CO A6005 I JARMANS GAP TMP: 05500-00-00-068AO L 2021.09.15 DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-068BO 1 5'+/- JARMANS GAP DB 3332 PG 553 DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A I R AD (RTE 691) ROSA JIMENEZ-VAZQUEZ N-3912903.91 E . DB 4321 PG 364 E-11422992.17 I FHA REVISION: ELEV-698.77 DESC-IRON PIN I � � I I I I I I I \ FILE N0. 20.053 UTILITY PLAN C4_ A6007 I / I •5007 \ TMP 55C—OA-1 �i LOEZ, ROBLERO & NOHEMI MORALES \ ` • .. _ \ 692 MORALESDEED \ sg0� \ \ BOOK/PG 05363/0774 \ \ PIF \ \ \06 \ \ wV >11 f r \ \ asa \ \ \ \\ \ 094 IF \ �50� \ \ \ \ \ , 69a \ \ \ \ \ Fo ro9,30 \ \ \ \ \ \ _>02 \ \ '\�02 \ ,\6. , I wV I I 01 0� 10 eUF \ \ \ /05 TMP: 05500-00-00-067AO STEVEN GREGORY HUGHES OR \ \ \ \\ 'l'/' JAMIE KRISTINA FORD HUGHES \ I / DB 1927 PG 72 I 06 ) 20 o fp x 90 \ \ \ \ \ I \ 1 \ I \ 3)) 440 SF / I 1 g PFE 707 / 198 \ 96 91 ' / I m `I �rv Q) I � '' � � " afi 0 I V V A Lo / a5 03 I 04'0 / S �:�.: 0°5 00 S\-26 I `_ LOT 2 4,180 SF / .03°D -FEE 705 / I e5 J � � \ \ �� 8n- 6 " \ \ �� - 9\5' o X 5 // 1,95m 0 '0� . • \ �0-36 95 2.0� 10 leg ,r5 2 \ \ 5 6� I \ \ LOT 3 F _ 2,290 SLOT 4 ���, 0 \ \ — / FFE 703 2,030 SF \ LOT 5T,J•/ SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM AF pp% O G�_ v JUSTWHIMP O# 45183 w� \ / FFE 703 3,120 SF \ / —fFE-702.5 \ X \'� oz ` \ ROAD PLAN FOR � \ X 6 ` > � \ \ \ °4 , B697 �� , 11 ` BAMBOO GROVE ao LOT 1 \ FFE 706 I \ \ cn \ \ PF \ \ 05' \ \ \ \ - ALBEMARLE COUNTY, VIRGINIA PF � \ \ ` R `\ SUBMISSION: TMP: 05500-00-00-067CO >Z2\ A6005 \ \ \ JARMANS GAP _ ] TMP: 055�00-00-068AO L \ 2021.09.15 DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-O68B0 DB 3332 PG 553 DB 4763 PG 25 I SYLVIA M HALLOCK & ROSA JIMENEZ-VAZOU EZ E . DB 4321 PG 364 I FHA REVISION: I � I FILE NO. 20.053 I I I GRADING PLAN I I I C5 71 70 70 69 690 685 61 0 10+50 11 +00 o� >z z SANITARY SEWER PROFILE 1 A-2A C6 VERT: 1"=10', HORZ: 1"=30' 1 2A —r' • : • FIE• • — 705 700 695 690 685 IN 2 )STORM SEWER PROFILE Al-A2 C6 VERT: 1"=10', HORZ: 1"=30' 705 700 695 690 4 STORM SEWER PROFILE C C6 VERT: 1"=10', HORZ: 1"=30' 114 705 700 695 690 Yi 1691 710 rM Fills" 695 690 685 11+Ho 705 700 695 692.76 690 685 689.00 g680 )O 5 5 \STORM SEWER & 3MP PROFILE 31-132 C6 JVERT: 1"=10', HORZ: 1"=30' 700 700 695 695 690 690 LF 6885 56g85 61� 00 10+500 STORM SEWER PROFILED OVERT: 1"=10', HORZ: 1"=30' ir- �� J w U m o ,p cO +m H J Nw H H PVI STA. 10+33.05 m m PVI ELEV. 695.09 66.1 OVC 85.56SD 9.92K—Va1 n �O O) H J U U m °PVI PVI N no H J V)w H H STA. 11+37.2-5' m ELEV. 699.94 40.00VC 748.05SD 43.82K—Val PROP. GRAUE�— SAG ELEV.695.55 N M ¢ o . . i m u w a f0 00 10+50 11+00 11+50 124 WATERLINE PROFILE C6 VERT: 1"=10', HORZ: 1"=30' 705 700 695 690 685 202 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF �O JUSTQh Hl 1 . 45183 ZONAL ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE NO. UTILITY PROFILES 20.053 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE —SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING — SECTION Not to Scale SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND —TOPPED SOIL BERM 4" HIGH X 8" 'WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. L I— 3X ROOTBALL DIAMETER DIM. I 2 )TREE PLANTING DETAIL C7 Not To Scale SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF ON TOP OF ROOT FINISHED GRADE EXISTING GRADE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL LANDSCAPE SCHEDULE Plant Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF O� Large Deciduous Tree Quercus bicolor Swamp White Oak 1j" cal. 4 31 299 1196 /� ( } i�f Large Deciduous Tree Betula nigro River Birch 10-12' Ht. 6 25 397 2382 Medium Deciduous Tree Carpinus betulus European Hornbeam 1" Cal. 2 20 177 354 Evergreen Shrub Viburnum utile "Conoy" Conoy Viburnum 12" Ht. 13 4 18 234 p Deciduous Shrub Fothergilla gardenii Dwarf Fothergillo 12" Ht. 35 2 3 — TOTAL SF: 4166 v\\ / a5007 TMP 55C—OA-1 LOEZ, ROBLERO & NOHEMI MORALES \ ` • .. _ 2 MORALESDEED BOOK/PG 05363/0774 P `\ \ 60 IF 06 A60 69.1 r/off . \ � • � \ . solti\ \\ \ 69a \\ \ \\ Fo�o\. \. \ \ \ \ \ \ \ >o >oo \ \ \ \ \ \ ALQ< \ 06, R\ \ \ \ \\ c'7\ � m\\oe\ Y. 6 N /'6g0 I I 067 � 20 / o m o �� y (IV ^ o n /\ x 9 \ 3//7408199 / N n I / II I i.83' • nos „.c7 a r LOT 3 is 2,290 SF LOT 4 1 FFE 703 2,030 SF LOT 5 FFE 703 I 3,120SF 'FF♦-702.2.5 \ 704 \ \ 30 \ OB \ o >�2 ®6005 _ ] TMP: 055ab'<00-00-068A0 AUDREY HADOW MICHIE DB 4763 PG 25 1 016 95 B FE,,697 LOT 6 \ 4,825 S� \ FFE 706 \ I \ L TMP: 05500-00-00-068BO SYLVIA M HALLOCK & ROSA JIMENEZ—VAZQUEZ DB 4321 PG 364 \ LANDSCAPING REQUIRED: \ SITE REQUIREMENT (SEC. 32.7.9.8): 20% CANOPY REQUIRED. SITE AREA 53,884 SF x 20% = 10,777 SF CANOPY REQUIRED: 10,777 SF CANOPY PROVIDED: 11,036 SF (4,166 SF OF NEW CANOPY + 6,870 SF OF EXISTING TREELINE TO REMAIN) \ STREET TREES ( SEC. 32.7.9.5): — _ ORCHARD DRIVE, LARGE SHADE TREES, 50' O.C. OR MEDIUM SHADE TREES, 40' O.C. V 165 LF OF FRONTAGE REQUIRED: (120/50) = 2 LARGE SHADE TREES (45/40) = 1 MEDIUM SHADE TREES 1 PROVIDED: 4 LARGE SHADE TREES & 2 MEDIUM SHADE TREES 1 PARKING LOT LANDSCAPING (SEC. 32.7.9.6): 5% OF TOTAL PAVED AREA SHALL BE LANDSCAPED 5% OF TOTAL PAVED AREA: 5,613 SF x 5% = 281 SF WV REQUIRED: 281 SF PROVIDED: 822 SF \ NOTES: \ 1. All site plantings of trees and shrubs shall be allowed to reach, 1 and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy I\ condition by the current owner or property owners' association and replaced when necessary. Replacement material shall `I comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance (F� I ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this V project. IF \ E . FHA I � SHIMP ENGINEEW G2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST 4342275140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF �O JUSTQh H1 IV 45183 ZONAL ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE NO. LANDSCAPE PLAN 20.053 3X WIDEST DIMENSION OF ROOT BALL 3 TREE ON SLOPE @ 25% (4: 1) to 50% (2: 1) C7 Not To Scale C7 \ \ \ \ '------- I I / --_—_ Y a • I MARDO in ?pAg 7q5 TO 280'SIGHT DISTANCE LEFT — \ PC1 +25 / 1 )HORIZONTAL SIGHT DISTANCE C8 SCALE: 1"=30' VERTICAL SIGHT DISTANCE SCALE: 1 "=30' JIULVVHLN STRIP PARKING IRHVLLVVHI SWALE BAMBOO GROVE STREET SECTION SCALE: 1 -EARTH, MULCH, OR STONE DUST PRIMITIVE TRAIL 10.00' _ PEDESTRIAN _ PUBLIC ACCESS EASEMENT PUBLIC TRAIL SECTION SCALE: 1 "= 715 710 705 700 695 690 685 680 705 700 6954 690 685 N h N rn 6 N M N0 Na1 I� Nc0 ^O ro +rn m +m +o cp ow tO h J F J H J F J W N W n W N W ou > » » » D_ PVI STA. 10+33.05 a a D_ CPVI STA. 11+37.2-'P- a PVI ELEV. 695.09 PVI ELEV. 699.94 66.1 OVC 40.00VC 85.56SD 748.05SD 9.92K- Val 43.82K-Val i,-i�-I•�fc�NY�� � • _ n� _ ' TO FHA �CONNECT TO EX. MI WATERLINE_' • ID 1 TO 10+50 11+00 BAMBOO GROVE ROAD PROFILE SCALE: 1"=30' 11+50 705 700 695 690 685 I ;l SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM ���ALTH 0F v JUSTIwvHI 19 .45183 ZONAL �1yG ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE NO. 20.053 INTERSECTION SIGHT DISTANCE & ROAD PROFILE FRAME & COVER I' COMPRESSION ..3 a' MALE PIPE COU=UN;: OR APPROVED MLAL - (SEE FIG. S—I—D,E) SEWER SERVICE LATERAL CONNECTION NOTES: 1' (1) 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE STREET SURFACE OR I'rEPE'K' AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS Lu NON -PAVED AREA SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILT INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE J Z SLOPED AREA �� I RESIDENTIAL SERNCES OR DUAL RESIDENTIAL AND IRRIGATICN SERMCES LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TEE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ... TO THE MANHOLE. 1'-0" MAX 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CONC. BASE 2'-0" BE CONNECTED USING A PIPE SADDLE. NOTE BENCH SLOPED TO FLOW A NO SWEAT nmNOs 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) �1 CHANNEL 1/4" 1' MIN RUBBER COATED STEEL 3 MIN DUAL SERVICE R o ; STEPS CAST IN PLACE —0 I' COMPRESSION . !/A' MALE'IPE COUPLING 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN _ M PRECAST REINFORCED CR APPRO4ED EQUAL DIAMETER OF 4". CONCRETE SECTIONS 12"- MIN "0" RING SEALS A 16" MAX r T� x' saFTcaPPER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ BRANCH MINIMUM ELEVATION 1 'I 12 I I ~ DIFFERENCE ACROSS M.H. 5" 4'-0" 5' Fes. USE JN VGTACHEo ANGLE FAMILY SALT / — FROM INLET TO OUTLET RESICENTIAL SERVILE W7E4E AN IRRIGAnON METER IS NOT PRO'VICEP TREATED SHALL BE 0.20 FEET. 2 x 4 CONCRETE VARIES _ FINISHED GROUND MARKER 2 DEPTH OF FLOW FILLETS SINGLE SERVICE CHANNEL TO BE 3/4 DIAMETER OF i} SADOLL� SHALL RE USED ON Pvc PIPE CONTRIBUTING--=-�-_ .�q cAsr wow ur. SEWER. n 12 a A. °gMiNF;' _ FlNSHEO GRAOE A FILLETED INVERT FOR A SMOOTH NOTE: TRANSITION OF FLOW BETWEEN 2-sFLEXIBLE CONNECTION INLET &OUTLET PIPE SHALL BE OLKAInGrMETER 9.AuWITH i ,, Box STAINLESS STEEL ALL CONNECTIONS TOvALE\ PROVIDED. BEDDING ' BAND EXISTING MANHOLES SHALL . NOTE W/ N0. 68 STONE is- MIN QunErn I COPPEJ+SEIfER L� BE CORED AND A FLEXIBLE PLUG END OF CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE +/e BEND avPuNc v r' �S MAIN LINE SERVICE LATERAL D INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. p� SECTION 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES.a?=`= i ��,b i.\ �.. -tsar-: ' 45j C 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED CDRPORAT(A STU:+ " i•,�.:'''.-aI:' '�;�`�i'>•`%�: ORIGK AS ;, _• NECESSARY :;,, J, MANHOLE PLAN INSIDE AND OUT. A"WTYPICAL 12* 'Y •.� �� A' TYPICAL MANHOLE SECTION OUST UNDER G014MVIERSTONE DRAIN . VD SAND AND 5�Q+E:,rw _...:.. jF+;.'' LONG STONE POCKET. VilOT en% AND SETTER (2—INCH :>_+,:.a .ar,.; :^.:,An. v **" •:a SPEC,. 2Ox NO St AGCREGATE """�"'" "�' `°°=°°`=`�'.1. 5�'""a SHOWING BRANCH TIE — IN SHOWING BRANCH TIE—IN TYPICAL SERVICE LATERAL INSTALLATION NTS N.T.S (5/8" & ) METERS) I7LINEWYE-TEE FIG. S-I-B FIG. S—I—A LAN NTS FIG. W-6A VARIES TD-27 TD-25 TO-10 R ACSA: TYPICAL MH TIE IN PLAN VIEW 3 ACSA: TYP. MANHOLE SECTION BRANCH TIE—IN 5 ACSA: TYP. SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION C9 NOT TO SCALE C9 NOT TO SCALE C9 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 - PLACE 5' GALVANIZED WITNESS " POST WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL x CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED_ MARKER LOCATION MAY 9E SUBJECT 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING2. w TO HIGHWAY DEPARTMENT APPROVAL NOTE; MIN. 60' DIAMETER MANHOLE REQUIRED. LAND PLANNING - PROJECT MANAGEMENT C9 NOT TO SCALE TEPFINISHE'� q DROP MANHOLE PVC CROSS , 24" IN 24 INGRADE 8„ INITIAL BACKFILL 8• 8• 912E.HIGHST. 434.227.5140 2, USE APPROVED FLEXIBLE RUBBER FMH MIN MIN. MIN. MIN. CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM Boor.6" BEDDING #68 STONE ADJUSTABLE TRAFFIC RATED TED V,DROP ° e STOPGASKECOUPLINGr9% STABLE SOIL ROCK * BOX W/ LID o - 2T• SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL N7THOVALVE Y„ } Li PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND �� L Z A PIPE STRAPS (STAINLESS STEEL) o SPACED EVERY THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS OS G d Z �• z 2' VERTICALLY 4 4 90' RESTRAINED BEND THE LOCAL STANDARD. O ^, JUST HINWP a SEWER FOUNDATION IN POOR SOIL UNDER CONDITION LENGTH OF BRANCH VARIES -CUT ni INFLUENT a PIPE 2' TO 10' O i q ° o' ° > o n ° MAIN (270) • SEWER A' 18"-22" ZONAL PIPE 4' INITIAL BACKFILL a MI 7 CU. FT. VALVE BOX #68 STONE M.J. GATE VALVE PLAN I UNSTABLE e" a" a" e- SOIL�_ MIN. MIN._ MIN MIN. #68 STONE - " -_ -_ - - - PROFILE MIN. 6' BEDDING WITH N0, 68 STONE == - • - _ - '-- -GRANULAR FILL AS =-��=-O;',%_ <', ==APPROVED BY ACSA _zt,:: GATE 42"MIN v �i't a T' 6"VALVE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWOABLE :_ SOIL � 8" X 6" ROAD PLAN FOR OR RO'C 51 ABLE' SOIL OR ROC\ •° I�; (2) FEET. .� TEE WATER LINE 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 2500 P.S.I. CONCRETE ' �', '"' ` • +•+...� BAMBOO GROVE 14 THE DROP FITTING WITH STANDARD GASKETJOINT. NOTE BASE AND THRUST, BLOCK AGAINST 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. UNDISTURBED STABLE 1 1 STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE 2500 P_S.I 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS - TO SPRING LINE OF MANHOLE INVERT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WHEN THE SOIL IS DISTURBED OR WHEN CONCRETE 2'x 2' BEARING AREA. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED A HYDRANT IS LOCATED IN A FILL, IN ADDITION ALBEMARLE COUNTY, VIRGINIA THRUST BLOCK- d S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TO POURING CONCRETE, A STEEL PILE SHALL IN THE TRENCH. BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. • a a 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE SO" OR 12" DIAMETER DROP CONNECTION, OR 2021.09.15 • A TWO 8" DIAMETER DROP CONNECTIONS. e DUCTILE IRON WATER NOTE STANDARD INTERNAL DROP CONNECTION PIPE INSTALLATION & BEDDING 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. REVISION: N.T.S. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES A80VE GRADE FIG. S-1-C2 NTS 3.(FINI LUDINGRA ECHES SHAL L SLOPE AWAY FROM THE FIRE HYDRANT AND FIG. W-2 VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL GATE VALVE IS NOT THE DITCH. 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5.IFIRE HYD ANT SWSDHAILL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NTS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE Cg NOT TO SCALE Cg NOT TO SCALE FIG, w-5 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. _9 20.053 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 2 ACSA: GATE VALVE TYP. N.T.S. ACSA DETAILS C9 NOT TO SCALE FIG. W-4 TD-8 a ACSA: FIRE HYDRANT ASSEMBLY C9 NOT TO SCALE C 9 B•1 SHAPE TO ELEVATCN OF MID-PONT OF LARGEST PIPE. I SHAPE TO OF PiaE I I I I I � 9 SLOPE TO BRAN TO INVERT OF OUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS OWING OF MANHOLE AND INLET AVERTS IN ACCORDANCE WITH \ THIS DRAWING IS TO APPLY TO THOSE STRUOTLRES SPECIFIED PANS OR WHERE INVERT OF PIPE 15 ABOVE INVERT OF \ \ ROPE TO MANON TO INVERT OF STRUCTURE. // OOTLET RPE MANHOLE OR OP INLET IS TO BE FORMED AND CONSTRUCTED DR / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL MOOING. THE AVERT SHAPING DEFACED HEREON IS TO CONSIST OF A e N ONT PLIlD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4MIH DIAMETERETOR BROKEN CONSIST E STONE,BROKEN SURFACE OR CONCRETE OR BROKEN CONCRETE BLWK. THE SURFACE SHILL BE NETT SMOOTH BY LEANS HAND LAC. ALOE II THE COARSE AGGREGATE SMALL EXPOSED, E 6 IRE � - DETAILS DETIES OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP MET IS TO BE SHAPED � - INDIVDUA.LY TO BEST FR THE PARTICULAR INLET AND OUTLET CONFIGURADON AND FLOW LIES. SECTION B B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AMID PoD�S STANDARDS STANDARD METHOD OF SHAPING 3PECIRCATON REFERENCE SHEET 1 OF I REVISION DATE MANHOLE & INLET INVERTS 302 VB OB VIRGINIA OEPARTNENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING r MANHOLE & INLET INVERTS Cl C NOT TO SCALE S % • A I � D SEE NOTE 1 SHAPE TO DE -. \ LSO BE UEDr- _------ I WI H MORTAR a FUQV I --_-_-_-_ _- 9EVE°T \ / PART 9. �y I - L J C NOTES: L •"" MAY BE REDUCED UNTIL •X• REACHES A MINIMUM ON 4" WHERE ENDW&L WOULD PROTRUDE ABOVE SHOULDER LINE. 6. BEVEL EDGE B REQUIRED ON THIS HEADWALL AT THE INLET END OF THE IN W CASE SHALL TOP OF ENDWALL PROJECT MOVE FILL. SLOPE. CULVERT (WHERE THE FLOW ENTERS THE CULVERTI. DITCH SLOPE. OR SHOULDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLANE. EDGE OR BEVEL EDGE. 3. ALL CAST N PACE CONCRETE TO BE CLASS M. FOR PRECAST SEE & ON SHALLOW FILLS WHERE ENDWALLS ARE 1 -OR LESS BELOW SHOULDER SWEET V1.02. LINE THE TOP OF HE ENOWALL SHALL BE CONSTRUCTED PARALLEL TO THE CRAdE OF THE ROM. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS MO ALL S(EWRO-TO 45•). 9, CHANFEN MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR MNGWNIS OCCUR EW-1 EW-1A ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 6" 15• 1B' M" OR 24• r' ON W INF ON 36' B 0'-lT. T_r T-3• 1-61' 7-11 r-0" C V-4• r-r' T-9• Y-2" 2'-6• V-9• D 1'40' y. Y-tl' 2'-8• 3'-0• i a-6• 0,-y, p._6. p.-6,. a-6• a_6„ H 2'-3" 2'-M 3'd• V-9" 4'-3" Vw, L 4'-0• B-O" P-a' B-a• w••o• rr a' a 0.4/," o'-Iy: W-2• a-Y/L' W-Y/: a-IVJ' b 0'-}, a,-}/!, a-y9' tl-2" 0'-2/i CUBIC YARDS OF CONCRETE CONC. PIPE 03/1 0.4B2 0.68] 1.36 2.M 2.8{J C.N PXE 0257 awl O.J39 TIM0 2.1BB S.uS ENDWALL FOR ELLIPTICAL PIPE RZE OF ELLIPTICAL PPE CULVERT WANT x MOST 23'M4• WWI i4•.R2" M•x24" l2"sR]" {5"x29" 49132" 33'r34' A a-8" a-0" tl-D" a-M a-n' T-a' ra' r-o• B r-r' T-5• 1'-0" 1'-0" 1.9• T-YY' T-n• r-W C T-8,. *6„ p,_}, p._S„ p,_J„ 216• 2,_W, D r-r' P-r' r-1tl' 2'-tl' 2'-3" 215• 21V i a-B" 0'b• 0'-a' 0'-9" 0'-9" tl-9• 0'-9• 0'-W' H 2'-10" 3'-3- S-r' Y-W' 4'1• 4--5• 4'-r L 11" r-r 111' 9'-1• 1a-7' MI I._ . 11.-,}. S P-T. 2.-w p.-D,. y-p,. y-6,. a 0'-21/I• a-9/: 60.y/211 0._4" y� a-° a-0Yj' 06• 0. ate„ b a-X' V-r/i I 0-0.' 1 a-3" a-Y/.• a•3{': 0,-1• a_4y." CUBIC YADS W CONCRETE LONC.PPE 0.502 01 1.235 1 LB00 LDI 3.111 1 256 L8U1 -%Vc)crr STANDARD ENDWALL FOR PIPE CULVERTS ROM AND BRIDGE STANDARDS m 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 ]02 VIRGINIA DEPARTMENT OF TRASPORTAnpN ALO 2 VDOT: STD ENDWALL FOR PIPE CULVERTS C10 )NOT TO SCALE VH 2 FOR OETA5 OF ALL COMPONENT PARTS AND CEMER& NOTES- PRECAST" SEE SHEETS w3.01-w3.11 SPACER UNi TAPER OR a TOP ANT I_ R --r- " - - - - - V ----- _ _ °E MMR UNIT L° WISER ANT BIER iUNIT J WORMING REC " UNIT BASE ° OASE;ONT BASE) U9r T �Ir I. I T1 T r'r I FWTNG FOOTNG $PEGFCATIW `V�T REFERENCE PRECAST MANHOLE Roca AND 1HRDfE STANDARDS IOS 302 VRGNA DEPARTMENT OF TRANSFONTATON REVISION OATS SHEET 1 a 1 105.01 3 VDOT: PRECAST MANHOLE C1 NOT TO SCALE 1 PAY LINE, I I i SKRT SECTION I I T W PLAN 4�TERSIDENWADELUGROD ALTERNATE CONNECTION I- I I' TYPICAL CROSS-SECTION TOE MEA DIAMETER 9EET THICKNESS DIMENSIONS i• TOLL B MAX. M 1" TOLL. E r T2 W T TOIL C STEEL AL_ 12" 4- 8" 2Y 24• N` IS" .06.- T• r 2e• 24• AT. .M.- .060" a" 10. BITSr " 21- 2T' 4- LOBO• w" 36• 1 1" 24" .064- .Opa w" 1r 4• 27"/W' .06.- .0) " 12" M., r 5r W., 21" 38- .064- LOOS" I r 60• 36" 42" osc, .15" W 69• B4" 36" SA.,OON' .w5" 1 '• 8P' 36" Mr .ON^/.0]9" w v.l 1 •• or, 1 NOTES: L TOE PLATE TO 9[ RNCIEO TO WATCH HOLES N "T UP. iL" EALVN@ED BOLTS TO BE FUxbED. LENGTH OF TOE RATE 5 W • 1 FOR W TO 3 DIAMETER PRE AND W - 22" FOR 36" TO PIT DIAMETER ATE. 2.AORT SECTION 6" TO W' DIAMETER PPE TO BE MADE N ONE MECE. . SLIT SECTOR FOR N" TO 34" R MAY DE FROM TWO S Y 3 SE DIAMETER PPE WOE HEFT HOPED B MATING OR BOLTING ON CENTER LINE 6tl' MAY BE CONSTRUCTED N 3 PECES. •I I • i - - - - - - - - /. COWECION SECTIOR1E NSHEET CO R PATC D TOE PLATE TO BE SASt THICKNESS PART. RT. 5.END-SECTION AND FITTINGS IRE TO BE STEEL FOR USE WITH STEEL PPE. TOE PATE 6. EMD-MCTON AND FITTINCS ARE TO BE ALUMNI ALLOY FOR USE WITH ALUMINUM ALLOY PPE. HOLES OR 12. 0]ITER-YAP, ].DTHER THE STEFI OR ALU END -SECTION DETAILED MAY BE USED FOR PLASM PPE SIZES SHOWN N STS. PC-1 OR AN APPROVED PLASTIC END -SECTION MAY BE USED. &WHERE FILMED FIND -SECTION ARE TO BE USED MTH ASPHALT COATED AND PAVED META ELEVATION APE, END SECTIONS DO NOT HEED TO BE COATED OR PAVED. SPECIFICATION \AYH I "PER FLARED END SECTION V�- 12" - 60" CORRUGATED PIPE CULVERTS ROM AND 1 STANDARDS, ]Op REVISION DATE SHEET I M 1 VIRGINIA DEPARTMENT OF TRANSPORTATION w2.03 VDOT: FLARED END SECTION 4 CORRUGATED PIPE CULVERT C1 NOT TO SCALE DH],]A TO DETAILS OF CONCRETE COVER AND GRATE z• DIAMETER BM R lose LBS./FT. DETAILS OF GUTTER AND BILLET OR NO.M BET STEEL B17.85 NOTES METHOD OF PLACEMENT - IBS/FL, (ASTM MIS, GRADE 60. , GRATEA Xi TO BE UTILIZEDIN RATE A LOCAD0 NOT NORMALLY NOTES _ - SUBJECT TO TRAFFIC. 2. GRATE B IS TO BE UTILIZED IN 1. Of NO GUTTERS _ LOCATIONS NORMALLY M-JA NO HATTER IN ONE DIRECTION. SUBJECT TO TRAFFIC. DI-]B GUTTER IN BOTH DIRECTIONS. 2. JOINTS BETWEEN GUTTERS AM CONCRETE COVER ■"ILL J'1' `, 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH W6 X 6" SMOOTH %s" % 1• LY'%2'IX'n' JUTE (CARTE BI, SEE i-M-], RODS W APPROX. 12" C-C TO PREVENT SETTLE- SND STEM L2'/q'X2%L"%'/f' SHEET W.W. TENT. N LIEU Oi DOWELS A 2" % Y NOTCH NAY ' CONNECTOR 4. CONCRETE COVER AND 'IRATE BE PROVIDED. DETAIL A WE STANDARD T-DI-3.4 ALTERNATE DESIGN. ME TO NI FURNISHED M A I_ pgpI TYPE ONE UNIT. OUTSIDE 3- yM1A8E 2:1 OR PATTER. -rD BE T!DN5 GE lE ro I OP III I5M5'-O• BMS PLAN VIEW fFPON PAPS) O2 PEaD.) OR Y 4" % 3-11�i' (GRAZE 8). 4. DITCX GRADE MUST BE MJISTED TO TWEET RETAI1 DIFFERENCE IN ELEVATION SEE LONGITUDINAL RI " - S. ALTERNATE METHODS OF SECTION. ITSEE 11 N ANCHORING ANGLE RON WILL BE S. F DEPTH (DI BECOMES LESS THEN 4" LENGTH ACCEPTABLE IF APPROVED BY THE ENGINEER. OF WHIMS ARE TO DE EXTENDED M DIRECTED Y/ • BY THE ENGINEER, SECTION A SECTION B- 6. GRATE AND DOLLAR ME TO BE GALVANIND. 6. CONTAIN WALL TO BE LOCATED AT THE END OF MATE N THE PAVED DITCH SECTIONS OF THE BI-0A L J. CONCRETE COVER MAY BE DI-JB THAT ME NOT ABUTTED BY OTHER BM SPACING CHART MANAGE. APPROXIMATE OUMTITES GRATE AGMGM DIMENSION PRECAST OR CAST N PLACE. CON2ETE REINFORCING TYPE A B e. CONCRETE TO BE CLASS M IF CAST ]. F NORMAL DITCH MADE B TOO PAT TO ALLOW CLASS AT STEEL IN RAGE. 4000 P51 F PRECAST. FOR ADJUSTED GRACE TO INLET A SPI 0.423 0. Y. 83 LFIA I 3' HATTER DETAIL WLL DE REQURED ON PLANS. p p 9. GRATE BARS TO BE PMM In TO DITCX FLOW. LR ET SECTION A -A SEE NOTE ` , EE �E NOTE ; SEE NOTE 3 g�-4• T BOTH SLOPES PAT ONE STEER ROPE ONE INTERNE TE 20PE l A INLET 1-ONADED a' \ ' Dsl HATTER CHIDE NLET TO TED TO MEET REURP BERM INLET ELEVATION EADJUST NGINEERi p- BY OILY). PL L XR SEE NOTE ] SEE NOTE 3 \ 0 4AL NEq TYPICAL ELEVATION cn GRADE f �NOTE 3 SEE 0 E t OR FIATIFIe GE STEEP SLOPE -OE FLAT SLOPE BOTH ROPES STEEP APPROXIMATE QUANTITY FOR ONE CLNTNN WALL, LOIIGITUDINAL SECTION MEASURED FROM BOTTOM Qi HATTER (WHEN INLET 5 LOCATED MOVE NORMAL DRON GRADE) CONCRETE: CLAPS N 0.241 W. YIDS. SEE NOTE S. ROMANMIv MIDGE STANDARD MEDIAN DROP INLET SFEET 2 OF 3 REVISION DATE 12" TO 42" PIS z41 td2T IMOMM, DEPARTMENT OF TRASPORTATKN WS PPPRODYATE WNTITES �� d-] q-JA DI-)B (cu rpsa NONE 1.zn z.uB VDOT: STD. MEDIAN DROP INLET NU I RECALL SECTIONAL ELEVATION NOTES 1. BEDDING MATERIAL IS TO DE AGGREGATE SALE 25 OR 26. i FOUNDATION HAS STANDING OR RUNNING WATER PRESENT. THEN AGGREGATE NO. 57 SHALL BE USED FOR THE DEPTH SPECIFIED ON THE PAPS O1 M DIRECTED BY THE ENGINEER, CAPPED WITH A INCHES W AGGREGATE NO. 25 OR 26. 2. 'WDTH OF BEDDING MATERIAL SHALL EMEND A MINIMUM OF 6" BEYOND THE RAPE OF THE STRUCTURE ON ALL SIDES. 3. HEIGHT ON OF THE FPAEHND WAR OR CONCRETED FROM NOEPENONG ON START OF THE TRlIC1URE RUCTURE TO TYPE. SEE APPLMIBLE MANAGE STRUCTURE STANDARD FOR DUAL. BEDDING THICKNESS TABLE FOUNDATION BEDDING THICKNESS TYPE IN NORMAL EMTN 4" FOR N ( w' B"FOR H)V ROCK I" PER FOOT OF N, MAX. B" SOFT L YIELDING M SPECWED ON M PLANS BR M DIRECTED BY THE ENGINEER REFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, ROM AN BR DGE ST TDMDS 302 MANHOLE, AND JUNCTION BOX REVISION DATE SHUT I OF I VAGNIA DEPARTMENT OF TRANSPORTATION H)8.15 VDOT: DRAINAGE STRUCTURE BEDDING NU I RECALL A-1 x5 BMS R e" C-C TYP. 05 • S C-C TYP. 1 1 1 1 A '�� I I I I I A B• I SIY'OIANITUR :L 1 J ': TTTT I I I IT I TT `ITT T TTTTZ I T. PLAN W.ILLCTHICNME4 VNIRIEg PLAN N CONCRETE CLASS AT CONCRETE •• SECTION A -A SECTION B-B 1. THE STANDARD SAFETY SLAB !A-D S TO BE USED ONLY WHEN SPECFED N THE PLANS ON THE MANAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR "HOLM JUNCTION BOXES, AND DROP NETS WIN HEIGHTS CHEATER THAN 6 FEET, THE SPACXG OF ADJACENT SAFETY SLABS SHALL W 9'TO WWIN NO SAFETY SLAB LOCATED WITHIN 5 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY NET RPE OF SD" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 5 INCLUDED N THE COST W THE STRUCTURE. SEE CAST N PACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS AE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS VILE TO BE STAGGERED ACORDINGLY. - xb BARE W M C-C TYP, CAST. 4. SAFETY VAR MAY BE CAST-N-PLACE OR PRECAST-N-PCONCRETE ACE CONETE TO BE MASS M f]000 MD. PRECAST CONCRETE IS TO BE At (4000 PSI. RENFCRLING • STEEL TO BE IN ACCORDANCE WITH AMWO ION.. ,M ,,�. Vim!+, �;�. . 5. ACCESS OPENINGS MAY BE 30'• DIAMETER OR 31P' SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30• THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTUE WIDTH BY 3tl' CONCH. TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, �` oPRERO ROAD AND BRIDGE MANHOLES AND JUNCTION BOXES gpDET , ap , pEVISON DATE VIRGINAL pEPNRl1ENT OF TRABPORTATION �z W. ::7:)VDOT: TYP. CONCRETE SAFETY SLAB C1 NOT TO SCALE 8,SO FOR DETaLs OF INLET EXPANSION KEYED JgNT O BM� cOusT. BMS D JOINT BM G '. MS F'1 BMS B 2 n 0 BARS F WEEP CLOTH �E. A o W « SEE NOTE a 8" - _ I II II M F L BM A STEPS.'SE NOTE 5 R II HI MS D TPA£ OF CURB & 8" OR N CONTROL JOINT GUTTER CRACK CONTROL JOWL s'MIrv. PLAN SECTION A -A MIN. [--A w KEYED CONST. JOINT L-VAMMLE - MAX. 20' -, A OACH WARPED PIP TTER �B BMS 2" BR F-�-I GOTTEN F8B BASF BMSEW3- DIPMETER B -TI N BARCE WEE° HOLE FRONT ELEVATION N MS F Doese (GUTTER REMOVED) 11�.. e" a" sX'/, RENT*L.�TF SEC 0 B-B..X.XI .. TYPE A NOSE DETNL SHALL BE USED WRH LG-3 L CC) L2/. 2/ I • GALVANIZED TYPE B NOSE DETNL SHALL BE USED WITH CC-2 L CC-6 SIMUAHUS. TYPE A TYPE X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT ON MANGLE OF 68"30' TO ANGLE RON AT 2- C-C. CONNECTORS AND IS TO BE ANCHORED WITH �" X a^ STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2- C-C. 2„ PPPR.PAVEMENT L T N M NT DI-3A DI-38 DI-3C APED PAVE E I I I FLOW FLOW _ELOw 1 0 I =� (�� I DETAIL A� DE L WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& ROAD AND BRIDGE SPECIFICATIONAT N] STANDARD CURB DROP INLET REFERENCE 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' SHEET I OF 2 REVISION DATE 233 w4,09 M/10 VIRGMA DEPARTMENT OF TRANSPORTATION 30, �VDOT: STD. CURB DROP INLET Cl NOT TO SCALE 'SEE 5TADNUD A -I FOR APKKAIOLRY OF SAFETY SLABS. B STANDARD MH-I NOTE: 1 FRAME L COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER TL ADJUSTMENT OF COVER AND FRAE TO GRACE BY THE USE OF MORTAR OR y BRICK AS DIRECTED BY THE ENGINEER, %.. p„ 0 0 4 iu Ur T - 6. AlFLAT SLA) TOP AS DETAILED ON STANDARD T-14H-2 MAY By SWST TUTEO FOR TAPERED O •� SFCTW WHIM MFRoVFO BY DAMETER= I'-a"412 • WALL THICKNESS' h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45- HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REM WIIp BRICK CONCRETE NOTES: I. OUMTITES SHOWN ARE FOR MANHOLE WITHOUT APES. THE NAGAI DSPLMEB BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRIG) MANHOLE CONCRETE MANHOLE BACK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS W. YAROS 4 0.5 7785 1.437 5 OJ 0.765 1.60 6 1.9 0.785 TOM J l0 0.785 2.223 8 1.2 OJ85 2,495 9 IA D.785 2.74T w 1.6 D.785 3.009 TI 1.9 0.970 T455 12 2.2 0.970 3.817 13 1 25 0.970 4.,79 M.TO 0.970 4.5.1 5 33 J 41 6 3A 0.ST. 5.265 ,) 1 4.0 1 1.173 6.032 NORDIENT 1 0.45 0.5112 OBTAIN TRUE QUANTITE& 2.A BASE THCKNESS OF W. WAS USED N COMPUTING CONCRETE WANTITIES. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. T MATERIALS MAY RE MACH. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK 5AF BLOCKS ARE USED THE MINIMUM THOKNMS OF SAME IS TO BE 5', OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE, 6. ALL CONCRETE TO BE CLASS AS. T. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD 15-t THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED M THE SO PRICE FOR THE STRUCTURE. SPECIFICATION REF E MANHOLE FOR 12" - 48" PIPE CULVERTS ROM ANDvBROOGGE STANDARDS 302 VIRGINIA DEPMTMEW OF TRANSPORTATION REVISION DATE 1 SHEET 1 OF 3 04Axo wfi.o1 VDOT: PIPE CULVERT MANHOLE NOT TO SCALE Ob2 LIMITS OF PAY FOR �PAV£YENT ��lL Wj ARE SUBBASE TOP OF CIi T2DN'gfP diIOE Iy_ p TAM- TOE OF FLL FILL CpRIHLTION UNDERDRMIV f1YpIp1IL)IT SHOULDER LINE LINE I 1LL EWE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS TRAVEL LANES CENTER LINE SECTION-s--4---------11, - (WIN TYPE 1 SELECT MATERIAL) I I, ) EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LIME 4+1 TOE OF FILL F PAVEMENT SURFACE L BASE ` CUBBME LMIT9 OF PAY FOR CUTLET PPE _ oo �-SELECT NATEFW. TYPEIOR! PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN X57 AGGREGATE, XB AGGREGATE OR CRUSHED DEO IXTILF GLASS MEETNG x8 GRADATION REWRELENTS. °vRA AGE 1=0! NON -PERFORATED OUTLET PIPE OR -PAVEAONT SURFACE L BASE SNBB.ASE OR CEMENT STIRQED SUBBASE i-SFIECT MATERIAL TYPEI OR SUBGRADE M WILL THICKNESS fMN1 - INCHES J (CEMENT UR LINE STABILIZED) MMMTESTED ACCORDING TO ASTM D-24V AT 5X DEFLECTION, x5J AGCFECA xB AGGREGATE ON CRUSHED GEOTIXn GLASS MISSING XB GRADATION REQUIREMENTS. OR _N E GENERAL NOTES 1, TENCH SHALL BE RLLED MTH AGGREGATE ND THRO)GILY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHA L BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND ROLL BE PACED ON A GRIM PARALLEL TO THIS SHOULDER SLOPE 2 X MN. « DESIRABLE) GRADE. BI✓oGE SUBBASE 3, ON CURB AND GUTTER SECTIONS, WHERE R IS MPOSSBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERMANS, THEY ME TO BE LOCATED 50 AS TO MAIN INTO DROP m_2 - INLETS OR MANHOLES. 5.1 rWEMATE NO, BISSE NAIERIAL TYPEIN0.2 B f8" MN. DEPTH) L. ON SUPENELEVATED SECTIONS TRENCH IS TO BE LAGER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT WTLET EN) OF OUTLET PPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE BITCH OR STRWMRE. PLACEMENT OF CD-2 UNDERDRAIN AT 64 ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS BE OF THE SAE MOVING STRENGTH M THE OUTLET RPE. J. ODIET PPE TO BE SECURELY CONNECTED TO EW-MOR OTHER MANAGE STRUCTURE. ��R�" STANDARD COMBINATION UNDERDRAIN �VD� ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 232 REVISION DATE SHEET 1 OF 1 701 VROA DEPARTMENT OF TRANSPORTATION V5.05 TYPE OF WE CRUSHING srRENCTH M W.T. 4" NOW. dNETFA MW,T. 6" MOM. DIAMETER SMOOTH WALL PVC .w3 0.T53 SMOOTH WILL PE JO P51 MMM JO P51 MMM �o VDOT: STD, COMBINATION UNDERDRAIN C1 NOT TO SCALE W-1 } MIT 2 TOP OF CUT DAY L1NITS F ITYPNJLI WT OUTLET PPE TO °°•^• PAVEMENT WON MTH 0 BBASE DITCH LINE ELBOW / L ADElw / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE Di PAVEMENT / CENTER LINE SECTION TRAWI. LANES (WITH TYPE I MUECT MATERAJ- y. / TRENCH PLACEMENT EDGE OF PAVEMENT PAY UNTO FOR OUT ET RPE D SHOULDER LINE BEGIN MITI 4Y 4- PAVEMENT SURFACE L 80.5E TON OF � ELBOW P 9 P o 9 e e o o �- SONARS OF / oo-eFSAECT MATERIAL TYPE LORD (TYPICAL) :e: e- e05] ABNEGATE. X8 AGGREGATE OR CRUSHED / I VIEW .-^11I GLASS MEETING x8 MAGI REQUIREMENTS. ICI GEOTEXTHE OR WIN E FABRIC (PLACEMENT OF CD'-1ACOMBI COMBINATION UNDERDRAIN) OR �-- PAVEMENT SURFACE X BASE R e eo e000 oR o o SUBBASE OR OEMEW STABLRED SUBBASE �-SELECT MATERIAL TYPELOR SUBGRAOE J (CEMENT OR LIME STABILIZED) 057 AGCREOAE, 05 AGGREGATE OR CRUSHED GEOTEW DRAINAGEOA55 IEETWD x5 GRADATION REOLREWIn. GENERAL NOTES t. UNLESS SPECIMAI.LY INDICATED, COMBINATION UNDERMAN WILL HOT BE LOCATED AT THIS PONT MIEN BOTH SUBBASE AND SUBCRADE ARE STABLING, 2. TRENCH SHALL BE FLLED WITH AGGREGATE AND THROUGHLY HIND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SNARL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVELEW AD SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MN. (3 % DESRALD GRADE. 4. ON CURB AND GOTTEN SECTIONS WHERE IT B DAMSELS TO OTHERWISE PROVIDE OUTLETS FOR LMFRONNNS THEY ME TO BE LOCATED SO AS TO DRAM INTO DROP INLETS OR MANHOLES 5. ON SUPERELEVATED SECTIONS TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WII H OUTLET RPE ON LOW SIM ONLY. S. INVERT ELEVATION AT OUTLET END OF CUTLET RPE TO BE A MMMUM OF T-O" MOVE INVERT ELEVATION W RECEIVING DRAINAGE RICH OR STRUCTURE. M WALL THICKNESS (INN) XNCNS 1. AL CONNECTIONS (ELBOWS, WAS, ETC.) MTIWN PAY WITS FOR OUTLET PIPE ME TO BE OF THE SAME MORNING STRENGTH AS THE OUTLET ME. MMM TESTED ACCORDING TO ASTM D-2412 AT 51 DEFLECTION. & OUTLET ME TO BE SECURELY CONNECTED TO EW-12OR OTHER MANAGE STRUCTURE ROAD TION � � STANDARDS STANDARD COMBINATION UNDERDRAIN SPE32 gHEEr 1 a= , IEVWKKI DATE (AT LOWER END OF CUTS) 232 601 MI VERNA DEPARTMENT OF TRANSPORTATION ]O CNLISHHNG STRENGTH TWEMRE M M W.T. V' NON DIAMETER W.T. B' VIOL DIAMETER SMWTH WADI pVC .V3 0.163 SMOOTH COAL PE M PN ARAM J0 PS MMM VDOT: STD. COMBINATION UNDERDRAIN NOT TO SCALE SECTION A -A THE LETTERS V D.O.T. ME OPTIONAL F USED THE LETTERS ME TO BE CAST H THE DEPRESSION N TOP OF COVER I" WIDE RAISED „ HIGH AS SOWN. D1mor uw� AND COVER SHALL DE •DR TRAFFIC C0IDITONS- 'ROXNATE WEIGHT CAST RON AE 239 i V LOS. OR 137 _ T USE. TOP SECTION B-B BOTTOM ROAD AND BRIDGE STANDARDS MDMDS A COPY OF THE ORGIN& SEED AND SIGNED DRAWING IS ON FILE IN THE CC"& OFFME STANDARD MANHOLE FRAME AND COVER VIRGINIA OEPMTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 224 SO2 SHEET 2 OF 3 REVISION DATE 04/20 106 02 12 VDOT: STD MH FRAME & COVER C1 Q NOT TO SCALE SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140a CHARLOTTESVILLE V 22902 JUSTIN SHIMP-ENGINEERING.COM 0 _f AN JUST1NiCHI IV. 45183 P X�. ZONAL ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE NO. VDOT DETAILS 20.053 C� I- COMPRESSOR x 3/4" MALE PIPE COINING ON APPROVED EGUA S TPE'SP GOEftFOR VN AL ATTACHED MHO£ FAMILY SERVICES OR DIAL RESICEHIIAlTND AND IRRTIAL IPoiICATN! YRNCES. :-E 1-N-No e xo BWAIED Drnxcsz• DUAL SERVICE R 1- COMPRE59CN x } e MALE PIPE COUPLING OR APPROVED EQUAL I- TYPE W YJT COPPER O FOR USE CH DETACHED MNGIE FAMILY RESIDENTIAL YRNCE RIBRE AN IRRIGATION METER IS NOT PROMDED. SINGLE SERVICE NOTE: T) WOMB SHALL BE USED M PVC PIPE CAST IRON UD FINISHED GRADE II--15' LOOO`NG BLL MOX R eox " TEI) 36- NUN. WPPERSETTFR 1/B BEND COUPLING AS METER \IRIK AS CORPORATOR S1CP "H T•N=•C I":'.^'"Z NECESSARY SVND OR GIST UNDERBE •'V ' LING STORENE POCEI. VDGT Y MVM ANO NR XE4) IXCX �::h ti '-::-r rPi z WED.'= NO 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A TD-10 1 �)ACSA: 5/8" & 1 IT WATER METER INSTALLATION C11 NOT TO SCALE 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 HALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE A a ; .<a A. 4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE 11 II 11 II 11 II 11 II II COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED \TYPICAL SIDEWALK SECTION C11 )NOT TO SCALE 1.5" OF SM-9.5A 2.5" OF BM-25 �00000000000000I 6" - VDOT #21A BASESTONE -I-I-I COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION Tp-1 E%STNG PAVEMENT I EASTNO PAVE, w PROPOSEp PAVEMENT IIIXI4MT PROPOSED PAVEMENT WIDENING PRFOSED ASPHALT W: PROPOSED ASPHAL NCRETT. COE SURFACE COURSE CONCRETE AAWICE COURSE MINIMUM W5 a/Ytl MINIMUMIr RR eJYa' - 17.21227,22712, S W T T %%s NG °MT SAW CUT AS1EµMp lquE�VE 5 3„ A BEMOAN JOINT WipRINO[0 TOP E IL T pp55}}PWDD pPpSE AGGREGATE. ASPHALT TACK COAT PAVPEIIT PAVEMENT LHTCRS REQUIRED ASPHALT TACK COAT pp WE D EGRE AGAATE ADGRECA ESELAYER Mi SUBCRNE SUBGRABE PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) OMWWD MY TO BCAW (OPINIONS NOT TO SCALD SRO OVERLAY NOTES: MN ISO' L WHEN THE PAVEMENT DESIGN 5 ATAER N DEPTH THAN THE DEPTH OF THE EXISTNG PAVEMENT. SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. MUST T�'����. 2. OVERLAP THE TING N IN THE TION JOINT METALS, TJONTSHSiAILL 3. A PERPENDICIILABCONSTRUCTION RE PROVIDED AST ALL LOCATIONS WHERE NEW PAVEMENT RUTS EISTNG PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENDED TO THE SMGUOE AND COMPACTED PER VOOT SPECIFICATIONS. S E 1pN 5. SUFACE OF WDDRT AREA SHALL BE FLU3N WIN THE SWFAZ OF EXISTING PAVEMENT TCOMS� OET PROR TO OVERLAY. p yW S. MLLNO OF NEW AND EXSTNG PAVEMENT MAY BE REq 70 ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE. 7. OVEIILAY THE ENTIRE SURFACE AEA DF THE NEW AND EASSTNO PAVEMENT WITH A MINIMUM OF 15S L85/SD ITT OF ASPHALT CONCRETE TO A PONT AT LEAST TOO FEET BEFORE AND AFTER CONSTRUCTION THE OUTS OF WDEMNC ME B. ERMICAE EXISTING PAVEMENT MARRNCS AND RESTRPE THE WOWU ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. 9. FINAL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUREMEWTS OF SECTOR 315.05(U OF T SPECIFICATIONS EXCEPT THAT ILL JOINTS AT T -N LOCATIONS SMALL TES usW A O Far /A oE1qq sn�� IN ACCORDANCE MTN THE OF SECTION 3EEN )N11' CIIMMTOPl11R5 REEVED BYBT pi IX®MENTRNONEDQ BETWTS TMOVIES MMEINVTHANE TAPDANVI EMENT SURFACETESTING EDGETWO YN 100' D. PAVEMENT WIDENING PERFOIWED UNDER A VDOT LAIC USE PERMIT SHAM HAVE A PAVEWENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MAMRUI ENCIEER. BEC211 OVERLAY PLAN VIEW ORIWIIFNO NDT ro WILE) PAVEMENT WIDENING VIRGINIA pEPA11ENT OF TRANSPORTATION VDOT: ASPHALT PAVEMENT WIDENING NOT TO SCALE AS 12" C-C, 8" LDIT �T MIL E 12" At C-C 5, MNCNTTRUCTION µ yy }. x_� ..MN p n:l MM ! I3 *m\ Y- 12:1 MAX 1 � pL R� R J} WITH BUFFER STRIP (SEE TABLE +J (SEE TANEF--TRASITRXI GUTTER PAN SLOPE r LTRTAANSITION CUTER PM SLOP[ TO M'1 THROUGH PAP LENGTH 1� 5'MN TO 20:1 THROUGH RAMP LENGTH GUTTER PM MMMW AWE 20:' 777:�Tzf SHlA Z`W YFN FTGH F E WITHOUT BUFFER STRIP OF ROADWAY CURB BACK O CURB 4 :1 20N 48:It EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LA`AIL x41PA. 21'N' SECTION A -A NDHG ,61MM, aoPE SL K DETECTABLE DUNNING SURFACE PERMKSDLE [UflB CONSLRUCIION S. W AMP ONL Opp J CROSSWALK o SECTION B-B GR�AxSS CGNCAETE OImO NOTES ONE DIRECTION ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET IOF S. 2 THE REQUIRED LENGTH OF A PMALLEL RAMP IS LIMITED TO 5 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MMNLM MOPE OF 20:1 AT THE RAM OPENING. 4. DAGONAL PLACEMENT IS NOT PERMITTED ' TYPE 8 PARALLEL APPLICATION ROADWAY GRIDf NMUM RAMP LENGTH NPERCEWN RIFE( 60 5 85 7 fi 9 e Iz 1u IS t CROSSWALKLLIL�n nnn A II ROSSWXK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS RADIO WITHOUT BUFFER STRIP WITH BUFFER STRIP �VDOT A COPY Of THE ORIGINAL SEXED AND SIGNED DRAW" 5 ON FILE IN THE CENTRX OFFICE- SPECIFICATION ROAD AND BR DGE STANDARD$ CG 12 DETECTABLE WARNING SURFACE REFERENCE SHEEI 3 O 5 REVISION DATE TYPE B (PARALLEL) APPLICATION IDS 0.n9 502 204C3 VIRCINA pEPMIAENi a TRANSPORTATION 501 :6::�VDOT: CG-12 TYPE B C11 NOT TO SCALE CG 12-INS t CROSSWALKLLIL�n nnn A II ROSSWXK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS RADIO WITHOUT BUFFER STRIP WITH BUFFER STRIP �VDOT A COPY Of THE ORIGINAL SEXED AND SIGNED DRAW" 5 ON FILE IN THE CENTRX OFFICE- SPECIFICATION ROAD AND BR DGE STANDARD$ CG 12 DETECTABLE WARNING SURFACE REFERENCE SHEEI 3 O 5 REVISION DATE TYPE B (PARALLEL) APPLICATION IDS 0.n9 502 204C3 VIRCINA pEPMIAENi a TRANSPORTATION 501 :6::�VDOT: CG-12 TYPE B C11 NOT TO SCALE CG 12-INS CVIH F 2'MN�.,..5,' +SETT cwe DETECTABLE WARNING SURFACE 2'MIN IMID. 1. EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO FACTORY EDGE MIN2'. 2'_ YDETECTABLE `WARNING PANEL TYR. DETECTABLE WARNING SURFACE OASXED SINE -- CUT I COB PATTERN y EXAMPLE BLENDED TRANSITION '- (HOT FOR USE N NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONYI NOTES I. LOCATIONS WHERE THE DETECTABLE WMNNG CANNOT BE INSYXLED MTN Y-2. 3'DETEC7ABLE A MMIMJM 2" OFSET FROM THE BACK OF CURB SHALL HAVE A PREDICTS TO 1 WARNING PANEL MATCH RADIUS OF THE CURB. OTECTABLE WARNING PANELS SHALL HAVE A III r2'x )'DETECTABLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED 2'I: 4'DETECTABLE I DUNNING PANEL WMNNG PANEL I A$ RECOMMENDED BY THE MANUFACTURER TO MATCH THE BAER OF CURB. 2, JOINTS BETWEEN DETECTABLE WARMING PANELS SHALL BE FACTORY EDGES. '/� / CUT $DES O PANELS ME NOT PERMITTED TO ABUT ADJACENT PANELS. 3. ALONMENI Of DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TD / FIT A RADIUS SHXL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE WARNING PANELS. 4. DETECTIBLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE W \ PURPOSE$. OTHER PANEL WES MAY BE USED IN ORDER TO MAHJTNN �! �, / CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION /r FACTONY EDGE TO DASHED LNE J \ T1 / FACTORY EDGE 5, BLENDED IRNWITIGN CUM RAMPS ARE FOR ALTERATION SITUATIONS RB WHERE STANDARO OFECIIONX CURB RAMPS ARE NOT FEASIBLE DUE 10 VIE EXAMPLE CUT CONSTRAINTS, BLENDED TRMSIION CLAM RAMIR S E NOT PERMITTED PATTERN �VViLLL 2'. YNTECTABLE FOR NEW CONSTRUCTION WARNING PAWL 6. PMTHA DETECTIBLE WARNING COMES THAT ARE THE RESNLT DF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. T. GAPS BETWEEN ADJACENT OEIECTABLE WARMING PANELS ARE NCI PERMITTED. It SEE PLANS FOR CROSSWALK MARKINGS. TURNING AREAS. ROUTE WIDTHS. CO GRACE CHANGES, PAID RAMP NP'DURATIOHS. �VDOT A COPY OF THE ORGNAL SEXED AND SINNED DRAWING 6 ON FILE N THE CENTRAL OFFICE. SPECIFICATION ROAD AD BRHDGE $TADM05 CG-12 DETECTABLE WARNING SURFACE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VIRGINA DEPARTMENT DF TRANSPORTATION REFERENCE 502 SO, SHEEI z of z REVISION GATE NEW 04/IS 20a.0) 7 )VDOT: CG-12 METHOD OF INSTALLATION C11 NOT TO SCALE CC-t2 NOTE: COMPONENTS OF CAR RAMPS CONSIST OF THE FOLLOWING HYDRNAIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA N SOUME GENERAL IN CURB WHEN REQUIRED ICG-2 OR CO -3 UNEFEET) NOTES DETECTABLE WARNING SURFACE (AREA N SQUARE YARDS, L THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2, ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REOUREMENTS SIDEWALKOF SECTION 504 of THE SPECIFICATM)NS FOR CG-t2 DETECTABLE WARNING SURFACE. DETECTIBLE wMNIW SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 48-1 JIM RAMP 12=1 MAx J. APPROVED PRODUCT LIST NUMBER 72. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAW FLOOR A BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. 4' 4. E R D BARS B" t0 BE NO. 5 X PL ED T CENTERTO CENTER X G SIDES OF THE RAMP FLOOR. MID OF RAP B B0114 -DEPTH LOOR. MINIMUM CONCRETE COVER I'/, . 10`t No 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE NCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAMPS ME RECURRED FOR SIDEWALKS MID SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH MEWAK WIDTH. WHEN CURB RAPS IRE USED N CONJUNCTION WITH A SHARED USE PATH. THE MMMW WIDTH SHALL BE THE WIDTHOF THE SHARED USE PATH. 5' MAN]. DETECTABLE WARNINGS SHALL EXTENT THE FALL WIDTH OF THE vm S. CURB RAMP ,ARCING FLOOR. GUM RAMPS WILL BE INSTALLED AND LOCATED WITHWITHINPEDESTRIAN CROSSWALKS 12��MAx AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES,FIRE HYDRMHS.DROP INLETS, ETC. TYPE B S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAI PARALLEL THE CURB OPENING IS PLACED WITHIN THE LINTS O THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENINGS 2,N �lf'Igl}I PERPENOCULM TO THE CURB, �A{•W P V6��FiY. {I?fi'Y'yhMS To. DETECTABLE WARNING SURFACE PANELS SHALL BE NSTALLED FLUSH WITH Il 11, THE BACK Of CURB. WHERE CAR RAPS INTERSECT A RAUIX SECTION OF CURB AT ENTRANCES OR STREET CONVECTIONS iME DETECTABLE DUNNING SURFACE SHALL HAVE 13-1�M-A% ,; p MR XX 5NOR A FACTORY RADIUS OR BE FIELD -MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CC-12-INS PACES 20406 AND 201,07 FOR METHODS O INSTALLING DETECTABLE WARNINGS ON A RADIUS 4.MN HIGHER T ATE .2 PAVEMENT nAN EDGE OF PAVEMENT AT X X , SAME AS TOP OF CAR TYPE C PARALLEL & PERPENDICULAR TRUNCATED DONE n .6 -2.4" C-C G I 0 0 0 O O L MIS o 0 0 0 0 0 0 0 0 0 0 O O D O O O O D 0 0 0 O Ti LANCING RAMP + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o° 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e� (- % DIAMETER O O O O HAY UR O O O O O D O O O O O DETECTABLE WANING AT BACN O CURB "_:It. LOGIN FULL W07HaRAMP FL00H IFLUL W07HaRAMP FLOGRF SEE NOTE ❑. 0 BASE . DETECTABLE WARNING TRUNCATED DOME RAY LwTs INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING oETAL �VDOT A COPY O" THE ORIGNX SEXED AND SIGNED CRANING IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION READ AD RNDGE STANDARDS CIS DETECTABLE WARNING SURFACE REFERENCE SHEET ICF 5 REVISION DATE (GENERAL NOTES) Ds S02 ST 201,01 OU10 VIRGINIA DEPARTMENT OF TRANSPORTATION BEN :::8�)VDOT: CG-12 GENERAL NOTES C15 NOT TO SCALE UOWEL,ELORD 0 12" C-C B i �TRANSITDN GUTTER PAN SLOPE TO 20:1 THROUGH RAP LENGTH TRANSITION GUTTER PAN SAME A GOITER PAN MAXINLN AWE MIT TO 20.1 MRWGN RAMP LENGtH BACK OF CURB 12:1 MM. tB:T YA. 20 1 2'M" SECTION A -A ERMISSI CONSTRIx C, UON JOINT SECTION B-B NOTES: L FOR GENERAL NOTES ON THE OEIECTABLE WARNING SURFACE, SEE SHEET IOF 5. 2. IRS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WEER SIDEWALK. LADING 14' WRXI MOURED AT TOP OF CURB RAMP. MINIMUM CURB RAP LENGTH B FEET FOR NEW CONSTRUCTION. 3, CUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAW OPENING. 4. DIAGONAL PLACEMENT 15 NOT PERMITTED. 4 W. TYPICAL DESIGN TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS SEE PLANS FOR LAYOUT HJ Y Y �0 TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECFICATpN A COPY OF THE ORIGINAL SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT lEFERDNCE CG-12 DETECTABLE WARNING SURFACE ROM AND BRIDGE STANDARDS 1 5 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHE2 OF 502 504 VIROMA DEPARTMENT OF TRANSPORTATION OR/19 2EI0A.02 VDOT: CG-12 TYPE A NUI IU SCALE i I I (RADIUS TO BE AS I Yf ASROACH MANLINE EET RROADWAYY ME (ME NOTEN 61 SHOWN ON RAF) }I 7A - - - - - - - CNI C� 1 I (RADIUS TO BE AS RADIAL COMBNATON SAWN ON PLMSI CURB AND GUTTER / CO-6 (SE^E NOTE 7) SOEWAL� EN 2) I I FI OPTIONAL 6" W 11° ROW LURE 7 ----- EXPANSION JDMT p NOTE: WIDTH -B" 2'-O' OR AS MM YAXIWE ROADWAYSHOWN ON TYNGX SECTION- AEI PLAN VIEW MANLWE ROADWAY SLOPE 1GPARIBOUIC CURE ERDE Of SHOULDER OR t WX MAIL SLOPE GRAPY- OPTIONAL FLOW MIMPE RODWAY - - - - - - - - ---- STMAX. - D all SLOPE LINAGE - - - I o GENERAL NOTES 1. WHEN CO -MI 5 USED FOR STREET CORRECTIONS THE CONNECTION MUST BE DESCRIBE, IN ACCEPTANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD RESIGN MANUAL. INCLUDING SIGHT DISTANCE REGEEMENTS. 2. WHEN THE ENTRACE RAM CANNOT ACCOMMODATE THE TURMT YWEMENTS OF ANTICIPATED HEAVY TRUCK TRATC TIE BEPIN FOR SDEW.W( & CURB RAPS WITHIN THE LINTS OF THE RAW SMMD BE NC EX® TO 7". 3. WHEN USED N CONJUNCTION MIN STMOAD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD 5 TO BE AD.AGMD TO MATCH NE MOUNTABLE CUM CONFIGURATION. 4. SEE STANDARD W-12 FOR CURB RAP DESIGN TO BE USED WriH THIS STANDARD. 5. OPTIMAL FLOWLRE MAY REQUIRE WARPING O A PORTION OF CUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES 6. SANS ARE TO INDICATE MEN CONSTRUCTION OF A FLOW LIME IS REQUIRED TO PROVIDE POSITIVE DRAINAGE MOSS THE ENTRANCE. 7. IMMUNE PAVEMENT SHALL WE CONSTRUCTED TO THE WIN LINE (EXCEPT MY SIB-REE STABILIZATION $EOWED FOR MNMAE PAVEMENT WHOM CM WE GATED IN THE ENTRANCE.) W. RAIL CUM OR COMBINATION CURB .DUD GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT RIMIN . W. THE DESIRABLE AD MAX&IIIN ENTRANCE GRADE CH MMZI "D- ARE LISTED N THE A10WALE ENTRANCE GRADE TABLE. THESE VALUES TIE NOT APPLCABIE TO STREET M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B ENTRANCE VOLUME GRADE CIANOE O' DESIRABLE I MAIIYM HIGH, I MORE THAN TRW VPD 0 X 32 WORM SW-ISOO VPD 53X 6X LOW MESS RNA 300 VPD 58X 8X CLADS AB .�, .M, 'i. 'V. •A. - NTTE: ALLOWABLE ENTRMMCE CAME TNKi 6 NOT C .E S.J TE N .,. . �. • i. . A'. ' 0. - APPLICABLE TO STREET CONNECTIONS SECTION C-C SPECFICATIOI REFERENCE CONNECTION FOR STREET INTERSECTIONS S02 AND COMMERCIAL ENTRANCES REV ° °7 VRGIIM YPMTMENT OfTRAFSPORTATION 203.01 VDOT: METHOD OF TREATMENT NU I SCALL OBTAIN! TRUE QUANTITIES. 2,A BASE THICKNESS OF 9' WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH, 4, MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK S.Ir BLOCK$ ME USED THE MNMIM THICKMESS OF SAE IS TO BE 5', OTHER THICKNESSES ME TO CONFORM TO WALL THCRHESS SHOWN FOR CONCRETE. BALL CONCRETE TO BE CLASS AJ. ].WHEN SPECIFIED ON PLEAS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD I5-1. TIE COST OF IMNISHNG AND PLACING ALL MATERIALS INCIDENTAL TO THE SHARING 15 TO BE INCLUDED IN THE BD PRICE FOR THE STRUCTURE. crEGFlCATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE S ANDMDS 302 NRGNIA DEPARTMENT OF TRANSPORTATION REVISION DAM SHEET 1 OF 3 04/20 tO6.Ot VDOT: MH-1 DETAIL NOT TO SCALE BAY WAMS, 1 TPA" 'I N 5{WiM Ani A.A A_•A �.-A BAY HC PARKING SIGNAGE 12 NOT TO SCALE C11 DO-2 NOTES, L THIS ITEM MAY WE PRECAST OR CAST N PLACE. 2. CONCRETE 10 WE CLASS Ai IF CAST N PULE. 4000 PS F PRECAST. S. CUD AIMING A RAPS OF 300 MT. OR LESS (ALOMO FACE Or CAID WILL BE PAD FOR AS RADIAL CUP& 4. THE DEPTH OF CURB MAY WE IENUGD AS MA•N AS 3- TV DEPTH OR INCREASED AW MUCH AS 3" (zr DEPTH N ORDER THAT THE BOTTOM O CHIN WILL Comm WIN THE TOP OF A COURRE OF THE PAVEMENT SUBS TMDn1E. OTHERWISE THE DEPTH IS TO BE WAB SOWN. NO N THE PRICE ® 5 10 WE WOE FOR A DECREASE OR AN INCREASE N DEPM 5.CG-2 5 10 WE USED ON ROADWAYS MEETING IRE REDIAEIENTS FOR CG-8 AS SOWN N AIPEHDN A OF THE VDOT ROAD DESIGN MINIMAL. STANDARD 6" CURB ON 502 MNEWA pCPANTMENT OF ENISPATAl1ON 20LM VDOT: CG-2 NUI IU SUALL DH2A 28. ]C METING C WEWXK. EV N JOINT BACK OF SIDEWALK EXPANSION N•�A rg,"w05� IOU FCC I CRAB( CONTROL J 2..r. 8 I.0 ]'-B" PLAN VIEW A GALVANIZED, W 6 X n I 1 __-__ 07 z• 3" OIANETER B E WEEP NAPE SEE NOTE a SEE STADARAD SL-(FOR APPLICABILITY` OF SAFETY SUMS. B STANDARD MH-1 NOTE: 1 FRAME & COVER TVE UFFlTOP ENOF MASONRY IS TO BE LEFT L SOEY LOW TO PERMIT PROPER i0 GRACE BY NNT EUSEW RTAR OR BRICK AS DIRECTED BY THE ENGINEER, F 21_BI W 4�' o -• 6 " - FLAT SLAB TOP AS DETAILED ON STANDARD 7-MH-2 MAY 8' A 4. U[TION WHIM APPPROVI'D Y ST-I •. ITS - DIAMETER=•V-8"4 (2 Y WALL- DIAMETER= A THICNNE551 SECTION 8-B BRICK CONCRETE OR CONCRETE BLOCK 45- HALF PLAN VIEW HALF SECTION A -A WIN FRAME AND COVER REMOVEDT BRICK CONCRETE NOTES 1. OUKNTRES SHOWN ME FOR MANHOLE WITHOUT PIPES THE MOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH SUCK MANHOLE cONCREE ARMHOLE BRICK CONCRETE FEET THOUSANDS CUNCNEE CU. YARDS CU, YARDS 4 0.7 0.785 5 OJ 0.785 16W 1.661 8 DJ85 1.961 to LO D.] 85 2. Y3 8 1. 0.785 2485 9 4 0.785 2.)Q TO t6 la DJ85 3.009 11 19 0.970 3A55 12 2 0.970 IS 2S .5 09]0 4.179 LT9 94 2.8 0.970 4.551 15 3A .970 490J 16 1 3.4 0.9)0 5.265 17 1 4.0 1.173 1 6.032 INCREMENT 1 0.45 0.582 G B CKV. BASIS M1 • W C-C BASSB WO CC BASS C W W" C-C BMS A R to" C-C SECTION B-B 4" BASS L N/r,•%21�••XI�" JOINTS TYPICAL OF (AC OEM CALv. uC6M12 D SECTION D-D a y.. BEFORE GKV._L ) DDXC8%u w w ALL SI4' % X STEM SECTION C-C °ONECiOfl TO COLLAR. FRONT ELEVATION GDECREASE TO 1" MEN INLET IS USED SECTION E-E A 28 W17H WORMS. WARPED CUTTER L BANS A-1F. IPPNOADH (HITTER W j 1 I FLOW `P - °i wEEPHOLE 5., y/.•: I " .V, 1(r/a %V 4.. �� o'n o BANG A-1 SEE NOTE B BEN( PLATES GAL VMAIE I - `M BI BANS A - . BASS - WFN D" C-C SURFACE FOR USE ON GRADES y= BURS B W ..'.I %1" STUD Iy P� D" C-C /, I.. C MA' SfEA CON. d-2C i L -1 V BARB F IF WI• C-C TROM WELDED 2TC-C ' TYPE A WARNED TYPE B r- FL_OW ' S NO FLOWY`EpNOTE S TYPE A NOSE DETAAI.SHAILT BEMUSED WITH CG-7 STANDARD. `.: TYPE B NOSE DETAIL SHALL BE USED WITH CC-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BErT ON M AGE FOR USE IN SAGS SECTION A -A SHEAR CUIRDCTORS WELDED TO SENT1 PI AT STUD -CC-C. BOTH ES TO BE SYMETRICK A FOR STEP DETAILS SFF STO. ST-t. ROAD A.o�BRROADDGE BTADARDS STANDARD CURB DROP INLET SHEET I Of 2 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 MIT VRGINA DEPARTMENT OF TRANSPORTATION 'T°2 14 VDOT: STD CURB DROP INLET DETAIL C11 NOT TO SCALE 375 315 E5 5. RESERVED 2D 425 PAR ING- 2a Be 4- 8 3.875 3MB75 -' 16 t## 25 III�12 R78 NO PARKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE(RETROREFL) BACKGROUND - WHITE (RETROREFL) "Reduce spacing 50%. **See page 6-31. '""See page 6 2 for arrow design. D E .1 V N A CC E SIB, N _I E Po A R7JM C WWA®WIF R6 7.9 YMIYb$tlE A 1 B c 1 0 1 f F 16 x 1 J 1R L 17 5 AS Rw IS I ISO 3 ID ITN i5 IB 0 MART M 20 I Ro 2� 5]M IS PNHMIGANIGIM NRODNALAPPIMl10N MOBS U -BG IRfIMPfFLfCIMIBIMADR DAM LHAND -MIIIF II!ITROIrn ICIMI CEM UR 6NDMRBRD-WMIF (REIRBMERfl:IRF) MO'J'RBM-NIrt 111CIRm[it[L NCI SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM p LTH OF �O JUST1N cm I . 45183 ZONAL ��� ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: FILE NO. SITE, ACSA & VDOT DETAILS 20.053 NOT TO SCALE C�