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HomeMy WebLinkAboutSUB202100159 Plan - Approved 2022-06-08ROAD PLAN LEGEND EXISTING NEW 10 10 1.00' 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x 10 12 5rX 5rx,X 57a,X'a 57/'X'w ZO\ 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 MATERIAL CONCRETE/PAVEMENT-SIDEWALK RIP -RAP 0 ASPHALT GRASS EC-3 MATTING 0 EC-2 MATTING 0 WETLAND -,-,-,-,- -.-,-,-,- TREELINE _... _... _... _... _..._ _ _ FENCE STREAM UTILITY ♦ UTILITY EASEMENT 0 UTILITY POLE LIGHT POLE OVERHEAD UTILITY SANITARY & SEWER RD O RD STORM SEWER q Oq ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT 0 (D SANITARY SEWER W. LATERAL SANITARY MANHOLE SANITARY EASEMENT -wLwT`_ WATER 0 0 WATER LINE W. SERVICE ® ® WATER METER ♦ * WATER VALVE FHA 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 N � p Y Y 4 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 (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. 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 contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 5. Datum for all elevations shown in National Geodetic Survey. 6. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (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. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. 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). 12. The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy county testing requirements. Visual inspection of the sewer lateral stub -out shall be witnessed by the county building inspections department. This inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the county building inspections department. This inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the county building inspections department. This inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 15. All flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. 16. Prior to backflow prevention device testing and the establishment of water service, all backflow prevention device installations shall meet the ACSA backflow requirements as detailed in section 8 of the most recent revision of the ACSA rules and regulations. 17. A deed of easement and easement plat for the utility easements, approved by the ACSA, shall be recorded prior to any water and/or sewer service being established. 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 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 tY 9 Y 9 9 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. 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 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 SUB 202100159 TAX MAP 55, PARCEL 68C ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1200' fe6 f CROZET Schooly CROSSING O RC HARD ACRES ew n GRAYROCK GRAYROCK ORCHARD WAYLANDS pis o JARMAN GRANT WAYLAND PARK 4P ESTATES brmonaG aR Rd I Cube Pre Bake Shop tQ ao ] Ni,mmon Wn 3 e Fr' Y Old Trail Golf Club® Map provided by Google.com n"i01 r Crozet Pizzamaro_S© ITE BARGAMIN PAR ��a 2E• Z B ew rMee Nacnea ad Jarmens Gap RdSmoked Kitchen and Tap Q F REA �_' a' errs ARMANS P A R K S I 1- -.., GAP ROAD VI L LAGI cm Crozet Park C S Community Building T O liii..h... 1]OS s°`•M o`s a i Claudius Crozet Park 4#The Lodge at Old Trail "0 F r ',SOLD TRAIL �aJ SHEETINDEX C1 COVER SHEET C2 EX. CONDITIONS C3 SITE PLAN C4 UTILITY PLAN C5 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 C12 MOT PLAN APPROVED by the Albemarle County Community Development Department Date 08/19/2022 File SUB202100159 PARK VIEW LKkin9�C� �� BROOKV: rD f .i WHITE OAKS c SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM �7 f� O ? U JU TN4 HIMP i5183 , Q�22 4 SSjONAL t1yG ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. COVER 20.053 Trip generation reflects AM and PM peak hour traffic as well as weekday traffic. C1 •6007 ` S I S / I •5007 \ TMP 55C-OA-1 �i LOEZ, ROBLERO & NOHEMI MORALES S\ ` • .. _ \ 6g2 MORALESDEED / / ;\ ��"'• .6g�\ \ \ BOOK/PG 05363/0774 \ P S83'37'22" 95.75\ ` •� I \ IN5' 06 \_ ' \ \ IF _ 20' �� Ac3FF1 / / DAM BREAK ZONEUNDATION (AS SHOWN ON ALBEMARLE CIS) 1 WV SS9�\� I BENCHWK B N-3913,1 8.68 E-11422 88.29 /23 ELEV- jV 8 � \ \ \ \ \ � \ •. \\ °>' DESC-h PIN \\ \\ \ \ \ \�6 \ TNG \ \ \ \ \ \ \ \ \ \ 84 688 \ \ \ �\ \\ \ \ s96 50` \ \� \ F \I\\\ \ \\ �\\ \ \ N \ \\ 61 A`\ \ \ \ \ \ \ \\ \8 AL \ \ \ \ \ \ \ \ I NV=684 ro � \ rn \ \ \ \( S , \ \ o J .� \oe\ \ \ \ \ °S1v l TMP: 05500-00-00-067A0 STEVEN GREGORY HUGHES OR JAMIE KRISTINA FORD HUGHES DB 1927 PG 72CO \�A6020 \ \\ S`90 I ' / \ I \ � 1., ! I I 1 rn rn \ \S \ \ I 60" HDPE I l rn �INV=684.62 2 \ ORTH IV IN112.42 / � 6g i \` OUTH IN=643.02 I /1 //1 `S EST INV. QUIT=f82.3 �\ ♦5011 I I \\\ ` DAM REAK l<� NDA,TIO \ T 4 S \ I ZONE 8' PVC '� p/ I I I I I TMP 55-68C \ Fk/S/TN (AS SHOWN N \\aEB NDON / NPPROX.) N/FITBE HOUSING 079 30 LAB LLC \ ° pR�F<NALBEMARLE IS) LXl TING I AJERAL// o o •5p03 00/ D�5134 PG 36 (PLAT) \ A I II 0.882 AC. \ \ oj_ n Cf),/ I / \ V _ �M I / A5020 \\ ��-- 696 S89'5U2-E____T1 7Y23' \ I \ I p" _ \51 n OF�20' \ \ \ 1 \ _�56,z o \ \ I � 1 \ TMP 55-68-D— �h/F THE HOUSING LAB LLC >00 � ` cl \ DB 5-079_PG 303 \ m \ M / Pp6 I DB 5134 PG 366 (PtAT) , \ \ � EX. 2 A \ SEWER ESMT MT \ \ / 1 \ \ \ \ \ ` ` 0.356 AC. °2 \ \ ®� \ I DB 10 3 PG 649 \ \ DRAI GE ESMT \ \ 7p6 \ \ \ co DB 4 3 PG 391 \>08 \\\� \ \\ \ \ SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM HIMP D ;183 ROAD PLAN FOR BAMBOO GROVE / PF \ \ \ \ — ALBEMARLE COUNTY, VIRGINIA > N89'45'19"W 110.19' \ PF \ N89'54'37"W 113.06' \ IF \ \ >/ /° \ \ \ \ RCS69A6 H \ SUBMISSION: TMP: 05500-00-00-067CO 2 \ a6005 \ M' JARMANS GAP _ ] TMP: 055�00-00-A6005 L LAT.`N 1 93.6 82 \ ` _ _ _ 2021.09.15 TMP: 05500-00-00-068B0 INV. U DENTAL OFFICE LLC AUDREY HADOW MICHIE 1 5'+ JA AN GAP DB 3332 PG 553 I DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A I AD (RTE 691 REVISION: ROSA JIMENEZ—VAZQUEZ N-3912903.91 E . DB 4321 PG 364 E-11422992.17 I FHA 1)2022.03.17 ELEV-698.77 DESC-IRON PIN 2) 2022.04.20 3) 2022.06.08 I I — FILE NO. 20.053 / EXISTING CONDITIONS I I zo o zo ao so I / � v � � � — Scale: 1 "=20' I I i Cz TMP: 05500-00-00-067AO STEVEN GREGORY HUGHES OR JAMIE KRISTINA FORD HUGHES DB 1927 PG 72 TMP 55C-OA-1 LOEZ, ROBLERO & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 \ \ CiF PEDENE 0 STRIA PUBLIC ACCESS EASEMENT \ -` WV BENCHMARK B N-3913108.68 E-1 1422988.29 `C'QFF� ELEV-688.6. 38 8 DESC-IRO PIN ALeC/C U p2 V F��CJ \ } EW 55' SW� RO / FACILITY) \ EW 10' \ / EASEMENT �\ \ PEDESTF A \ PUBLIC C SS \ EW V.W. EASEMENT Y T 8g } < PRIVATE N x� STREET \ �. \ \ / OPEN SPACE 1 EASEMENT � 29,758 SF \ SAFETY FENCE \ \\ IN. 42" HEIGHT o: LOT 1 v'E" Q \ \ �s. \ \ \ ACSA SAN MH 3,740 SF �P �� `V x =-1590. / x pF P \ \l ORTH IN IN=692.42 FFE 707 /.� -� \ ' Rq/� \ OUTH IN IN=683.02 FETY FENCE ` EST INV. OUT-682.3 � (MIN. 4'R HEIGHT 0 PARKING. \ '•� , S- GUAR\4, SIGN STONE�SWALE �-NO PA K \ t>SIGN RNAR D � SPAC . LOT 2 4'180 SF _ FFE 705 '. GREEN SPACE 800 SF Q ; 0 m �$qCk N 3 F W 0 Lo G LOT 3 2,290 SF LOT 4 FFE 703 2,030 SF FFE 703 /I PRIVATE S STREET EASE \ UAR �( Z x0 \ G\ RAIL }�/? 39ZS 2pegtijB �\ \ J oq O� F OFS/O� O O„ Sp FFp M e 6, S $A LOT 5 3,120 SF FFE 702.5 O' 36 o NEW V.W. - HC PRIVATE TO STREET 0 CH 1-CAR �i EASEMENT BFE ggg GARAGE h WALL LOT 6 20' REAR 20' REAR TBACK 2 REAR SETBACK 20' REAR SETBACK �P�v 4,825 SF SETBACK �0e- FFE 707 PVC S N JAPPROX.) 0 � O � C O m = o EW V.W. PRIVATE \ A STREET ZE EASEME m m� w A IGN wv m 0 N O O m 15 MPF SPEED LIMIT S + 1 N N `_ b, I I EX. 20' ACSA SEWER ESMT DB 1063 PG 649 -EX. 12' DRAINAGE ESMT DB 473 PG 391 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM HIMP D ;183 ROAD PLAN FOR BAMBOO GROVE 9 7/$' " ` J"4" I ALBEMARLE COUNTY, VIRGINIA ACSA SA H ZE TMP: 05500-00-00-067CO RIM=69 .6 I SUBMISSION: JARMANS GAP TMP: 05500-00-00-068A0 1 LAT. IN =6 .82 2021.09.15 DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-068B0 - 936 1 5'+ JARMANS GAP DB 3332 PG 553 I DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A I R AD (RTE 691) REVISION: ROSA JIMENEZ-VAZQUEZ N-3912903.91 E . DB 4321 PG 364 E-11422992.17 I FHA 1)2022.03.17 ELEV-698.77 DESC-IRON PIN 2) 2022.04.20 3) 2022.06.08 I I I FILE N0. 20.053 SITE PLAN 20 0 20 40 60 Scale: 1 "=20' I / C3 •6007 `S I S I •5007 `S �..._ TMP: 05500-00-00-067AO STEVEN GREGORY HUGHES OR JAMIE KRISTINA FORD HUGHES DB 1927 PG 72 TMP 55C-OA-1 LOEZ, ROBLERO & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 \ cRFF/r P \. ..` 06 IF \ 2p / WV \ \ B [BENCHMARK N-3913108.68 988.29 ELEV-6 8.P8IELEV- IROJ I. \ DESC-IRO PIN A6000 bF9 ' � RASSE ` \ \. CgTFN 9 a5010 \END\ S \ 0, - 0. Y F '._,.. 0. \ e�4C, SAFETY FENCE .o lyp0 (MIN. 42" HEIGHT S LC S \ \ �` �( 18„ H 6'' \ gAAR NTERSUNK .6 . Cp 10 \ e D 20 F ro \ \ S \ IV �60" HDPE INV=684.51 'V -60" HDPE INV=684.62 LOT 1 /W x \x k \ �\ \ \ ` ACSA SAN0. MH / 3,740 SF �\ \ ORTH9 N IN 12.42 �S �40 \ �� \ `� OUTH IN IN=683.02 5B 3A� x .\ \ \ \ EST INV. OUST=682.3 LOT 3 2,290 SF LOT 4 2,030 SF 4'I a- B NDON � I TING ER I A AIN � J`�iy� 0 a 6001 1-CAR 0 GARAGE LOT 6 IF 4,825 SF @16.83' a'.Ii I_ n i 15" HDPE, COUNTERSUNK 3" o O •5003 I ZE � C O �o �o / A 0 m Wfw A 0 N 0 NECT TO WL WITH 6" TS&V I I EX. 20' ACSA SEWER ESMT DB 1063 PG 649 -EX. 12' DRAINAGE ESMT DB 473 PG 391 1A AP [ON NONWOVEN FABRIC OR EQUIVALENT STONE SWALE DETAIL C 4 NOT TO SCALE SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM HIMP D ;183 ROAD PLAN FOR BAMBOO GROVE PF PF IF ALBEMARLE COUNTY, VIRGINIA ACSA SA H ZE TMP: 05500-00-00-067C0 A6005 RIM-69 .6 I SUBMISSION: JARMANS GAP TMP: 05500-00-00-068AO L LAT. IN ;3 .82 2021.09.15 DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-068B0 - 936 1 5'+ JARMANS GAP DB 3332 PG 553 I DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A I R AD (RTE 691) REVISION: ROSA JIMENEZ-VAZQUEZ N-3912903.91 E DB 4321 PG 364 E-11422992.17 I FHA 1)2022.03.17 ELEV-698.77 DESC-IRON PIN 2) 2022.04.20 3) 2022.06.08 I I I FILE N0. 20.053 UTILITY PLAN 20 0 20 40 60 Scale: 1 "=20' I / C41 TMP 5fiC—no—a TMP: 05500-00-00-067AO ro O� \ - "</F A STEVEN GREGORY HUGHES OR JAMIE KRISTINA FORD HUGHES DB 1927 PG 72 cjb sq a /o CO G1 \8\9°\\ \ 01 ASAN MH(�00 89. RIM 340 SF 98 99 90 89 NORTH IN IN� I2.42PFE 707 01 98SOUTH IN IN=6$3.02 I \� \\ SHIMP I 6\ 3A1 I S .—� 1 `SWEST INV. OU�T=f82.3 S� \ I ENGINEERING y O \ N ' I ^ \ I LAND PLANNING - PROJECT MANAGEMENT s � �..• �' !y I oo ` �,. '. \ / \'... EX E ! 8" PVC � PPROX. I I / ^ I C�a� BXISTI N 1 /y TERA I 912 E. HIGH ST. 434.227.5140 / / • ` O� -N \A MAIN I II I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � \ 1 \ I I / J LOT/2 i��; LAT �:�.. 00p ~\ SOO \ 4/19. 4,1 0 Sr � __FFE 705 � ' �� •\ � �o 5m/ x 03' / / I \ 95 94n \ \ I \ mx \ \\ x JU M. HIMP D ^oN 03 kp 2A 9 \ \ 1 nO 45183 02 \�.... r A8. \ 9$sz l 2.0� W 95's 95ss \ \ A�O 6�Q122 �• \ \ A s 595 \ I ssIOIVTAI flJ, i LOT 3 _ `des \ �{ 2,290 SF LOT 4 U) 6,- \ FFE 703 2,030 SF � LOT 5 '•/ 0. \ FFE 703 \ — — 3,120 SF ,, , "g7� LAT \ / —fFE-702.5 \ \ \ , TOx 2 \ 02 x 2 TOR Y \ \ ROAD PLAN FOR ORCH 1-CAR — \ \ \ Os R \ \ \ — — 1 ao — ,04 x w \ WALL 0� oET GARAGE \ \� '2, \ \\I \\ BAMBOO GROVE \ > \ — 01 4,825 SF \ 0 _ \FFE 707 08 — \ 05°0\ a a \ \ \ \ \ ALBEMARLE COUNTY, VIRGINIA / \ _>70 \ — — — \ \ CSA SAN MH \ SUBMISSION: TMP: 05500-00-00-067CO >72\ \ \ \ RIM�699.6 \ LAT. V 93.64 2 \ 2021.09.15 JARMANS GAP _ ] TMP: 055 00-00-068A0 INV. OUT -693. _ — _ DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP: 05500-00-00-O68B0 : \ DB 3332 PG 553 I DB 4763 PG 25 I SYLVIA M HALLOCK & I E REVISION: ROSA JIMENEZ—VAZQUEZ DB 4321 PG 364 I FHA 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 I I FILE N0. 20.053 GRADING PLAN I I 20 0 20 40 60 I �/ I I I Scale: 1 "=20' C5 710 705 695 690 685 680 3A EX GRADE • l�Q"f.�� -� IO7olwe I!i4�J 11 i mz44 J SANITARY SEWER PROFILE 1 A-2A C6 jVERT: 1"=10', HORZ: 1"=30' 705 705 700 700 695 695 i o ¢ a 690BUM o a 690 � — N 685 f rW w 685 z N ¢ � I O 680 w' 11+1�<SRR O 10 00 10+50 (-�2�STORM SEWER PROFILE Al—A2 \ C6 JVERT: 1"=10', HORZ: 1"=30' 705 700 695 690 685, 705 700 695 690 N� 4 STORM SEWER PROFILE C C6 VERT: 1"=10', HORZ: 1"=30' 710 705 700 695 690 3-V .:49a 710 705 700 695 690 685 Ei , IV VV IVtJV "' CE 1 B2 705 705 E 700 700 DAM + o O rn 695 + _ '� 695 n m SPILLlvvmT QVL.�v 6 w 3 692.80 w 690 z 690 0 0 0 0o w of 685 ro 685 MIN O > > O 680 >z - WeRSPLE - 0 680 2 gg77 675,0100 10+50 11 +00 5 /"-3�STORM SEWER 8c BMP PROFILE B1—B2 C6 JVERT: 1"=10', HORZ: 1"=30' 700 700 695 X. GRADF 695 0 690 0 690 lb HDPE 685 0% 685 z 5g 68010 00 10+50 0 STORM SEWER PROFILED OVERT: 1"=10', HORZ: 1"=30' 0 cV +m aw �w C-) 0 > 00 0 Nm NM +m +rn aw "BAMBOO GROVE" aw Nw V.W. PRIVATE ROW Nw 20' ASPHALT o u > a 1 MPH I N SPE 0� N7 +0 aw Nw 1-1- � 694. OVC OSD - a -Val PROP. GRAIDrj ND STA. 1+4 M N 00 10+50 11+00 11+50 12+ WATERLINE PROFILE C6 VERT: 1"=10', HORZ: 1"=30' 710 705 700 695 OAD 32.77 690 685 ::' SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 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 i LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF Large Deciduous Tree Quercus bicolor Swamp White Oak 1j" cal. 4 31 299 1196 /�O� ( } �� Large Deciduous Tree Betula nigra River Birch 10-12' Ht. 6 25 397 2382 Medium Deciduous Tree Carpinus betulus European Hornbeam 1" Cal. 1 20 177 177 Evergreen Shrub Viburnum utile "Conoy" Conoy Viburnum 12" Ht. 13 4 18 234 p Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 12" Ht. 35 2 3 — TOTAL SF: 3989 S / I A5007 \� TMP 55C—OA-1 LOEZ, ROBLERO & NOHEMI MORALES S\ ` • • . _ 2 MORALESDEED \ BOOK/PG 05363/0774 \ \ '6g0\ P \ \ 6 06 \ \ \ \ \01 TjO�. \. F \ \ \ \ \ \ >o 00 \ \ \ \ \ \ LQ<i�F �o v 0 \ \ \ \ \ 0\ �� S GC `S9 �61 / 6� \ J C \ \ I I \ \l �/ 9° •I I I ) 20 / SZt �\ \ 9 ' AS'\ \ 1I��00T 1 \ B� ^ \ A-90 C SA H 3W74007 // / :I:., 9,9 9, gR^92 90 89�jrV \`SOR H9I IN�912.42 S 6g i \` OUTH IN IN=6Er3.02 I / S 3A \ 1 EST INV. OU/T=682.3 I I ^ I/ f1' oo \ N E ,1 8„ PVC N g / BITI NN � v R\x A AIN I I / A'.. A�7`VA��26 / J LOT/2 4,1 0 SF \ FFE 705 /, , �� v , — 0 kk A5 C �. J / I ^0 2A 4G R ,.s 2 \ \ LOT / 2,290 SF LOT 4 1 ' — / FFE 703 FOE 0 0LOT 5 3 I \ ---. 3,120 SF01 , 4 06 \\\ \ i.83' •6005 TMP: 05560,00-00-068A0 AUDREY HADOW MICHIE DB 4763 PG 25 WV i I / \ I II II \ I aPROX.) A403 I I � I \I LAT 6M BFE GARAGE \ I \ I J 11 �69� I LOT 6 \ � 4,825 SF I \ �`b \ \FFE 707 rO \ U) v V \ \ \ CSA SAN MH \ � L LATRIK%V TMP: 05500-00-00-068B0 93'64 I� SYLVIA M HALLOCK & I \ ROSA JIMENEZ—VAZQUEZ E DB 4321 PG 364 I FHA I I � 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: 10,859 SF (3,989 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. 165 LF OF FRONTAGE REQUIRED: (120/50) = 2 LARGE SHADE TREES (45/40) = 1 MEDIUM SHADE TREES PROVIDED: 3 LARGE SHADE TREES & 1 MEDIUM SHADE TREES 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 REQUIRED: 281 SF PROVIDED: 822 SF NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. P ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. LANDSCAPE PLAN 20.053 3X WIDEST DIMENSION OF ROOT BALL 20 0 20 40 60 3 TREE ON SLOPE @ 25% (4: 1) to 50% 2:1 Scale:l"=20'� C7 Not To Scale C 30 0 30 60 90 HORIZONTAL SIGHT DISTANCE C8 SCALE: 1"=30' Scale:l"=30' VERTICAL SIGHT DISTANCE SCALE: 1"=30' 31ULVVMLM STRIP PARKING IMH VLLVVHI SWALE BAMBOO GROVE STREET SECTION SUALL: 1 =5 715 710 705 700 695 690 685 680 -EARTH, MULCH, OR STONE DUST PRIMITIVE TRAIL 10.00' _ PEDESTRIAN _ PUBLIC ACCESS EASEMENT PUBLIC TRAIL SECTION SCALE: 1 "= 71 70 70 69 69 68 6 g4*0 i 6 ®q6 J \ %0'S \\ O 0 0 0— 0, N N m N M N +m +rn +rn +0 O c0 0 co c0 h Qw aw "BAMBOO GROVE" dw aw Nw V.W. PRIVATE ROW DOw ow mw 20' ASPHALT C •�•39feti/iGEiyl4ii`i7F7�'�IJ:■9� ` �llT:�:3/ii[i3_44 PVI ELEV. HORIZONTAL � 4O VC 62y O :NEW ■ _. FH ---, oLYf:aa.a.I E ���■ OVER -i! ■sue ��� l �.. TO SERVICE LINE Gj'I • ATERLINE ON 1" CORP. A •I • •.. . R. , SERACE LINE Mth R 10+50 11 +00 BAMBOO GROVE ROAD PROFILE SCALE: 1"=30' 11+50 710 705 700 695 'OAD 2.77 690 685 4 4m SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM HIMP D ;183 ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. 20.053 INTERSECTION SIGHT DISTANCE & ROAD PROFILE 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 2" BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE F CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-I-B ACSA: TYPICAL MH TIE IN PLAN VIEW C9 NOT TO SCALE a I w WATERS - PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED_ MARKER LOCATION MAY SE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE CONCRETE CONTE hr a THRUST BLOCK - a f/ n o •. ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES A80VE GRADE TYPICAL GATE VALVE NTS FIG, W-5 2 ACSA: GATE VALVE LTYP C9 NOT TO SCALE FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX RUBBER COATED STEEL I„ STEPS CAST IN PLACE 3 -0 MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS . 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 VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. q a A. " A . 12 A FILLETED INVERT FOR A SMOOTH d'. TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 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 3 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN C9 NOT TO SCALE NOTE; MIN. 60' DIAMETER MANHOLE REQUIRED. O q • KP.) STEP ° ° DROP MANHOLE PVC CROSS o4r USE APPROVED FLEXIBLE RUBBER �RnnT- d 0 6' GASKETED STOP COUPLING — 27' PIPE STRAPS ° (STAINLESS STEEL) o SPACED EVERY 2' VERTICALLY q �90' RESTRAINED BEND e A <� o •° ° PIPE I:11 PLAN PROFILE MIN, 6' BEDDING WITH N0, 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 C9 NOT TO SCALE ,' COMPREiSICN . sa' MALE PIPE COUPUM: OR APPROVED EQUAL 1' •K" ---� SOFT C COPPER ,•.r.,' TFE 1 NOTE: _ NO s'AEATE, FlTDNOs ' ;UAL SERVICE I' TYPE i(• sOF'r COPPER I� SINGLE SERVICE : N 1aonL�. SHALL BE USED ON PYC PIPE TR' MN 1/9 BEND COUPLING �y 101 , FOR USE ON ATTACHED SINGLE FAMILT RESIDENTIAL SU4ACES OR DUAL RESIDENTIAL ANR IRRIGATION YFaC.ES r R 1' COMPRESSION . !14• MALE'IPE COUPLING CR APPROVED EQUAL Fur USE ON DETACHED ANGLE FAMILY +R.aICENTIAL SERVICE MENE AN IRRIGATION METER IS NOT PROr10E0 IRON LID. GRAOE LCORPORATLTJ 5TU:+ SAND OR OUST UNDER en% AND SETTER (2—INCH MINNUI THICKNESS) i:;ra:hw+. Yvtii�+Y�•,: —BRICK A: sY�.•^c '°: _j� •. NECESSARY fir• :..?. "rJ..§: "';�� 4' OIaYEIER DRAIN PPE ,2' Al ;t;.KN .f... �v.Jf i;'_ ��,r'., ,Y::•.• r LONG 203, POCKET. COOT D.•:K•`:l^,:�''i:':?:?SR`:;i%: `PEr,. 70x NO st ACUEGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG- W-6A TD- 0 ACSA: TYP. SERVICE LATERAL INSTALLATION C9 NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 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 a'MI a' 6" MIN MIN. #68 STONE LAIR FILL AS ='' 20VED BY ACSA /� _zt Z 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 ACSA: DIP INSTALLATION C9 NOT TO SCALE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". �* 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE F 2' MIN I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 ACSA: SEWER LATERAL CONNECTION NUI IU SUALL 6' MIN (270-) 7 CU. FT. #68 STONE - NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' 8"-2 rVALVE BOX 6" GATE vA.l VALVE 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM HIMP D ;183 ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. ACSA DETAILS 20.053 ACSA: FIRE HYDRANT ASSEMBLY NOT TO SCALE VDOT: STD. METHOD OF SHAPING MANHOLE & INLET INVERTS NOT TO SCALE NOTE: DUE TO REVISED VDOT PLAN REQUIREMENTS EFFECTIVE AUTUMN 2021, VDOT STANDARD DETAILS CAN NO LONGER BE SHOWN ON PLAN SHEETS. CONTRACTOR SHALL USE THE LATEST DETAILS & STANDARDS. REFER TO VDOT ROAD & BRIDGE STANDARDS FOR LATEST DETAILS. AVAILABLE ONLINE AT: HTTP://WWW.VIRGINIADOT.ORG/BUSINESS/LOCDES/ VDOT_ROAD_AND_BRIDGE_STANDARDS.ASP VDOT: FLARED END SECTION CORRUGATED PIPE CULVERT DETAIL NUI IU KALE VDOT: TYP. CONCRETE SAFETY SLAB NOT TO SCALE VDOT: STD. COMBINATION UNDERDRAIN NOT TO SCALE 2. SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C �1 5 VDOT: STD. MEDIAN DROP INLET 8 VDOT: STD. CURB DROP INLET 11 VDOT: STD. COMBINATION UNDERDRAIN o M. 2 VDOT: STD END VVALL FOR PIPE CULVERTS C10 NOT TO SCALE C10 NOT TO SCALE C10 NOT TO SCALE U� i �o 45183 D C1 0 NOT TO SCALE O TAT E� VDOT: DRAINAGE STRUCTURE BEDDING NU I Y ALL VDOT: PRECAST MANHOLE NOT TO SCALE VDOT: PIPE CULVERT MANHOLE NOT TO SCALE VDOT: STD MH FRAME & COVER NOT TO SCALE ROAD ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. VDOT DETAILS 20.053 clo 1 C11 I- COMPRm90N x 3/Y NNG OR APPROY£D EQUAL Q L�E;"K FOR VY AL ATiAUS SING£ FAMILY rIll RE9CFNnAL SERYiCEE OR OMK RESICEHIIAl Ax01PoaWnN! YRNCES. Fl*ME NET HO SMGlEl1 MIT DUAL SERVICE R 1' COMPRE59CN x 3/4 MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE SOOT COPPER FORBER uEE DLI DETACHED FAMILY W ERE A SERNCE NNEflE AN IflRIGAIICN METER METER IS NOT PROMDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE CAST IRON UD FN191m MADE II'-15' B�M1NG METER x VE BOX (IN F k 36'MIN. WTEn WWERSETiFR 1/B BEND COUPLING AS METER CgiPptAl10N SLCP '�Ni=.'i r'3.G",'zBRIC NECESSARY SAID OR OUST UNDER ':t:'--' ^ ' .` `�.T-" LMO STIX�NE PoaET. wOT BOX AND SETTER (2-IN H I:':�,G:e r 'v}� SEC 'dAl, x0. 57 AGGREWTE NaNNUM TNRMZ55) :`h l :: •:+_^y'i,�7u x TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 ACSA: 5/81f & 1" WATER METER INSTALLATION NOT TO SCALE PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE + .l EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL a•� MIN. 12' CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE . OUTSIDE OIAMAIER PLUS 6. 12' THICK WOT �, No. 68 STONE BEDDING 8`X6'X16' AND 4'xB'X16' SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN NTH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCRETE MAP EXISTING PIPE NTH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-O' BEYOND BASE OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH S1DE OF OPENING 12' MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TO-26 15�ACSA: DOGHOUSE MANHOLE INSTALLATION C11 NOT TO SCALE I 117-6 NO PARKING LEGEND— GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND — WHITE (RETROREFL) 'Reduce spacing 50%. "`See page 631. '""See page 6-2 for arrow design. o L P AC V S'SI N BN E A RTU Arab vwFta•awE n 6 C 1 D 1 E F G N I J 6 L n1 B IDS 1 40 1 15 ISO b ID fb21 aNe 15 Itl 1 Y SIB I A4 I 3lb' 2D 1 do I 2M s]G 15 Y NNNGNPLICKM DPSfMEIM%GDIM REMAINING BACKFILL SHALL man dam -WR InEILtlRDLELmIEIan NAaL Man LNan -NIXIE DRTND¢ntcnrt) flYA4ADM-WINE IRE1RDIfFLfl:IRF) BNNR0.M-BWf IRErRDFAFLIN£I NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 16 HC PARKING SGNAGE 24"MI SHIMP INTIAL BACKFILL* 8"MIN (6" LIFTS) c11 NOT TO SCALE EMBEDMENT SPRING LINE *THOROUGHLY COMPACTED BY HAND OR APPROVED ENGINEERING 2. OF PIPE O MECHANICAL TAMPER HAUNCHING LAND PLANNING - PROJECT MANAGEMENT NO. 68 STONE — — BEDDING 6" max 4" min FOUNDATION (SHALL BE 912E.HIGH ST. 434.227.5140 REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE CHARLOTTESVILLE VA 22902 JUSTIN@$HIMP-ENGINEERING.COM ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION NOT TO SCALE 4 d . .4 A. o0o0o0 0o0oC) 3 TYPICAL C11 NOT TO SCALE 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED SIDEWALK SECTION 2" OF SM-9.5A TYP. ) o-o-o-o-o-o-o-o- 0000000000000000 6 — VDOT #21A BASESTONE COMPACTED SUBGRADE 7 MIN. CBR=6.0 r1l1 TO BE FIELD VERIFIED 4 TYPICAL PAVEMENT SECTION C11 NOT TO SCALE NOTE: DUE TO REVISED VDOT PLAN REQUIREMENTS EFFECTIVE AUTUMN 2021, VDOT STANDARD DETAILS CAN NO LONGER BE SHOWN ON PLAN SHEETS. CONTRACTOR SHALL USE THE LATEST DETAILS & STANDARDS. REFER TO VDOT ROAD & BRIDGE STANDARDS FOR LATEST DETAILS. AVAILABLE ONLINE AT: HTTP://WWW.VIRGINIADOT.ORG/BUSINESS/LOCDES/ VDOT_ROAD_AND_BRIDGE_STANDARDS.ASP VDOT: ASPHALT PAVEMENT WIDENING NOT TO SCALE VDOT: CG-12 TYPE B NOT TO SCALE VDOT: CG-12 METHOD OF INSTALLATION NOT TO SCALE 8 )VDOT: CG-12 GENERAL NOTES C15 NOT TO SCALE 9 )VDOT: CG-12 TYPE A C11 NOT TO SCALE VDOT: METHOD OF TREATMENT 11 )VDOT: MH-1 DETAIL C11 NOT TO SCALE 131VDOT: CG-2 C11 NOT TO SCALE 14 VDOT: STD CURB DROP INLET DETAIL C11 NOT TO SCALE HIMP D ;183 ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. SITE, ACSA & VDOT DETAILS 20.053 Cil Work Beyond the Shoulder Operation (Figure TTC-1.1) MOT PLAN FOR BAMBOO GROVE Proiect Narrative Stage 1 shall include all work that can be completed on the Project site without encroaching on the shoulder. This involves grading and beginning new entrance construction off of Orchard Dr. Use MOT Standard TTC 1.1. Stage 2 shall include all work on the Project site that requires shutting down the shoulder. This involves constructing the site entrance and culvert installation. Use MOT Standard TTC 6.2. Stage 3 shall include all work on the Project site that requires shutting down a lane of traffic. This involves pavement Mill & Overlay. Use MOT Standard TTC 23.2. Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Stage 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. Maintenance Of Traffic Plan General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the latest revisions of each of the following: the 2011 MUTCD the Virginia 9 9 supplement to the MUTCD the 2011 Virginia Work Area PP 9 Protection Manual, 2020 Road and Bridge Specifications, 2016 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to P P Y 9 q prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the engineer j rothe final P an to maintain traffic for all phases of work. An significant P P Y 9 changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunda and/or the day before a holiday or as directed b Y / Y Y Y the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times except during temporary P 9 P Y lane closure or as directed by Engineer. ineer. 9 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Public Communications Plans and Transportation Operations Plan Notes P P Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer TBD (VDOT) Residency Administrator TBD (VDOT) Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. Typical Traffic Control Nark Bevond the Shoulder Operation i Figure TTC-1.1) VOTES fitddance: 1. The minimum distance between the sign and work vehicle should be 1300'4500' on Limited Access higlnrays• and on all other roadlea}s 500'400' where the posted speed limit is greater than 15 mph, and 350 =500' where the posted speed limited is 45 mph or less. O ion: 2- The ROAD WORK AHEAD (W20-1) sign all be replaced with other appropriate signs such as the SHOULDER WORE: (W21-5) sign. The SHOULDER WORK sigm Tim be used for work adjacent to the shoulder. 3. The ROAD WORK AHEAD sign ma,, be omitted where the work space is behind a barrier, more than 4 fact behind cortical curb (Standard l and CG-61 on urban roadway& or outside of the clear zonc for all other roadways. For clear zonc values see Page A-4 of Appendix A. 4- For short-tel short duration or mobile orrcrations . all signs and channelizing devices may be Lscd. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber g g h rotating, flashing, or tlseillating lights. Vehicle hazard warning signals can he used to supplement bigh-intensity- amber rotating, flashing, or oscillating lights. 6. If the work space is in the median of a divided highway, an advance warning sign shall also be placed on the left side of the directional roadway. Typical Traffic Control Shoulder Closure u$Ir Barrier Operation (Figure TTC-6-1) \DIES Guidance: 1. Sign spacing should be 1300'-1500' jar limited .cook ldghwnyr. Far all other r oadwais, the sign .spacing should be 500' 800' *,fuse the pasted speed limit is greater, titan 45 mph, and 350'500' where the ported sped limit is 45 mph m Lacs Standard: 2. On divided highmay s hawing a median ndda than 8', right and left sign assemblies shall be required. 3. Groan'_ CLaanetixing device soacine shall be at the fatiomine: Gran 2 Channeann Dense SE - Location spaa"a Speed Limit ( h) Lacatian Spaa"a Speed Lmit 0^Phl L.acation Spacing 0 a5 3a • Speed Limit Ia4+0 0 J5 06+ 0:55 3S+ 7ransifion 2p' 40' TrareMa 40' Ba 't:atOVamal Access e0' I 12a 'Cc, nr ...r orlrimay be inaeaeed to this di5a but shall rot ex J one..rn V, rn le. 4. The minimum length for a shoulder taper shall be 360" on Limited Aaess highm:ays, and'.: L for all other roadstl (see rote i of ITC-5 for values of L). 5. When the barrier transition slope is on a horizontal ali_wnent, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. RLere wardrail exists, attach to barrier with appropriate fired object attachment. J b. RLere cut slope exists, bury barrier into cut slope and provide for da_e ill as needed. r. ETtend end of barrier until it is beyond the established clear zone (see Figure'_ on Page A- 4 in Appendl A for clear zone values). d. RLen barrier end is inside the established clear zone, attenua for service Type I or Type H shall be used. Contact L&D StandardsiSpecial Design Section far apprared attenuators. '. Bartier panels 8 inches in midthand L' inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along tee transition or taper sections and spaced on 80' centers along the arallel or tangent sections. Reflectoraed surface shall be fluorescent orange prismatic lens P 4 g sheeting. The tight at the beginning of the barier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing tight. Barier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinlmrs shall be spaced oa'-0' centers along the transition or taper sections and spaced on 80' centers= in-between the barrier pastels approximatelr'_4 inches up from the road,aa, surface. Fos 8. The barrier sbomu in this Mical application ism example of one method that may be used to close a shoulder of a lone-tezmoroiect. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign ma% be eliminated from all roadways except Lumted Access hiebamN Guidance: T 10. Jfdrivers cannot see apufl jff ana bn•and the closed shoulder, information regarding the length of the shoulder closure shall be prowided in feet or miles, as appropriate. 11. An emeTisul puII�ffasea should beprovided per S&Vm 66. 18 and remporanTraf c Control Figure TTC-8 1: Sousa 1- L12D15 2:Fi iaaa2-912019 Typical Traffic Control Late Closure an a Two -Lane Readism• Using Flaggers (Figure TTC 23.2) 2iam Gurdal 1. Sign spacing distance should be 350'-500' whore the posted spear limit is 45 mph or less, and 500'-800' wham the posted speed limit is grwrer than 45 mph. 2. Cam should be enemised wfesn establishing the hmru efthe work -ono to inhere maximum possible sight distaste in a rbzinne of the flogger stadon and transition, based on the posted speed limit and at least qqo�+al ro or erecter than the yaluas in Table 6H 3 C.enerall)•spealdng, motorists shordd Irmr a clam Ime lsighrfroirl The graphicJlag„Qer s1•m 501 sr%t ro rheflaaaer 3. To manuarn Meters waftflaw in a flagging operation on a raw-Iane roadwrty the maximum time motorists should be stopped at ell/lagter station is 8 minutes far high volume roadways (avenge Bath' t,41fe of 500 m more whidesper dew) to a maximum off i emmttas far lane volume roadways pests than 500 vehicles per dw Far additional tnfornnrhon see Section 6E07.' Standard: 4. Portable Tempotap; Rumle Strips (PTRS) shall be used as noted. in Sectiou 6F.99.s 5. Flagging stations shall be located far eumgh in advance of the not spare to permil a proachiug it AW to reduce speed all stop before passing the wa k spare and allosr suflscient distance for de artiu� traffic iu the left Ltue to retwu to [he right lane before readriug opposiag uaffit (see Table 6I{3 on Page 6H-5Y 6. All flaggers shall be state certified and bare their cerriflrahou card in their possession when pertontimg flaoc'ng duties (zee Sectiou 6E.01. QualiLca tons lot FLaggen). 7. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 6H-6.' 8. A shadow vehicle mith at least one high intensity- amber rotating, 11mbiag, or' oscillating light shall be parked SW-120' in advance of the first norL orals. oa S. A SLOW l St ' tna � be in thus area to enm advance warnin of the o -on ahead by slowing, aPPE2 Nal; traffic prior to reaching the flags station a queued Guidance: 9. the guava of rig frc isa ches the BE PREPARED TO STOP (TE9-4) sign then the signs, and if used rho rhould be reaeiylared atgreater disiarres. 10. lfhen a highwmyrail crossing ensu within or upmean of the transition area and itis anncipetred char queues rasulnng from the lane closure might ertemi through the hrghwac-rarl grade czosrmg the tempormy tm r control ante should be intended so that rho fruition area-praedes the htghwap-rail crossing isee rgrre TTC-56for additional info manon on highway,rarl crassingst. Standard: 11. :1t night. flogger stations sb.Tfl be illunlnated. esrept iu emel;encirs (set Section 6E.08). [ion 12. Cones tan- be eliminated when using as pilot sxhicle opemtionor when the total roadwn width is 2D feet to less. 13. For low -volume situations with short work zones on str uebt roadway, where the flaeeer is iissbleto road Standard:' 14. RLen used', three portable temporal,- rumble (PTRS) strips shall be installed across the entire it ay el laneadjacent to the BE PREP -QED TO STOP(R'3-4) sign. The portable temporarti I unable strips shall be monitored and adjusted as necessan- during the nork shift to ensure proper placement on the roadway. When the PTRS are installed, the RLTAIBLE STRIPS AHE.�1D (W'_0- `-6) sign shall also be utilized 1: Ramos 1-412015 2: Ittnaiin 2-9.1�2019 VEMENT NOTE 3 8D - 129 WORK VEHICLE BOAO VV20-1 troRx E T SENOTES AREA D 2AND 3 Shouldet Closure mith Barrier Operation (Figure TTCfi 1) _ ,i BARRIER FLARE RATE i a 2: aeaiaea 2 -9anol _ G20-2 M sort 1 TRAFFIC FARRIER BARRIER PANEL -r SEE NOTE 7 BARRIER DELINEATOR FIFE NOTE 7 BARRIER PANEL SEE NOTE 7 ARIZ BARRIER TRANSITION SLR FOR GROUP 2 DEVICE SPACING SHIMP SEE NOTE3 w PE a 1-WARNING LIGHT ENGINEERING 2. 0 z GUARDRAIL LAND PLANNING - PROJECT MANAGEMENT w rr SEE NOTE S W21-SaR a BEE NOTE 1 ♦ 912 E. HIGH ST. 434.227.5140 wIe-VP1 CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM OPTIONAL *SEE NOTE 10 SEE NOTE 1 W21-S6R SEE NOTE 1 VV20-1 (DIP PMM,. Ll Lane Closure on a Tyra -Lane Roadm a, Using L7aggers (Figure TTC-23.2) or anal �T \ayoa 1-Neeaa1-e/1f2015 2: Restivr 2-9.12019 G26.2 (V) 500 ± SHADOW VEHICLE REQUIRED BUFFER SEE TABLE SH-a ia' 100, FLAGGER STATION BEE NOTES £ d, e 6 B wi0.7 &2-4 5FF NOTE 10 X20-V' h SEE NOTE 15 ROAD PLAN FOR BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.15 REVISION: 1) 2022.03.17 2) 2022.04.20 3) 2022.06.08 FILE NO. MOT PLAN 20.053 C12