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Home My WebLink AboutSUB202000098 Plan - Revision 2020-08-03ROAD PLAN FOR LEGEND EXISTING NEW 10 10 1.00' 511.5 x i.5 TC x r5TWx 31 1.5 B W x 10 2 57 X 57 X 57mxW 57a' X ow Zn A_N El 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 HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL 0 0 CONCRETE/PAVEMENT-SIDEWALK RIP -RAP ASPHALT 0 GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE -•,-x- - --x-•-x- FENCE STREAM UTILITY UTILITY EASEMENT ♦ ♦ UTILITY POLE 0 ® LIGHT POLE OVERHEAD UTILITY SANITARY & SEWER STORM SEWER "° O RD ROOF DRAIN _10J Do: I DRAIN INLET - - DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT SANITARY SEWER W. LATERAL (1 0 SANITARY MANHOLE - SANITARY EASEMENT WATER WATER LINE W. SERVICE o WATER METER 0 WATER VALVE It FIRE HYDRANT WATER EASEMENT GAS - - -_- -�- GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER Tax Map 91 Parcel 15: Jasper L Haynes & Mallie P Haynes P.O. Box 422 Charlottesville, VA 22902 Tax Map 91 Parcel 9: David S. Witmer & Anna Marie Witmer 444 Rookwood Dr. Charlottesville, VA 22903 DEVELOPER Blackbird of Charlottesville LLC 912 East High St Charlottesville, VA 22902 ZONING PRD per ZMA201800012 Galaxie Farm, as approved by the Board of Supervisors on December 4th, 2019. This site contains areas which lie in the steep slopes overlay district. Onsite steep slopes are shown in this plan and include both managed and preserved steep slopes. No preserved steep slopes shall be disturbed with this plan. MAGISTERIAL DISTRICT Scottsville SOURCE OF TITLE Tax map 91 Parcel 15: DB 859-143 DB 619-368 Plat Tax map 91 Parcel 9: DB 2294-204, 207 Plat SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. February 27, 2020 BENCHMARK Datum for topography is NAVD 88 FLOODZONE FEMA flood insurance rate map (community panel 51003C0426D), 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 Moores Creek Watershed. This site is not within a 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. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is . P P Y q P tY 9 9 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. GENERAL NOTES 1. For front loaded garages, the porch or building face shall be a minimum of 3 feet closer to the street as measured from the face of the garage door. 2. For those units that (1) do not front Roads "A2" or "B2", and (2) are located in Block 2, utilizing Private Road "E", shall have a minimum front setback of 3 feet from the right-of-way of Private Road "E". All other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. 3. All Blocks except 7 and 8 may be used for residential uses as noted by the unit types listed above. 4. All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. 5. Structures along Road "E" shall have a minimum rear setback of 5 feet. 6. No structures or lots shall be permitted in the stream buffer or on preserved slopes. No preserved slopes within the development shall be disturbed. 7. As applicable, retaining walls within the development shall meet the design standards required for the disturbance of managed slopes in Section 30.7.5 of the Zoning Ordinance. 8. Total allowable residential units shall be 65. 9. Road "C" is shown as a possible future connection to Tax Map Parcel 91-13 to be extended and dedicated upon demand of the County. 10. Road "B1" is shown as a possible future connection to Tax Map Parcel 91-10 to be extended and dedicated upon demand of the County. 11.25% of the required stormwater quality treatment shall be provided onsite. CONSTRUCTION - MAINTENANCE OF ACCESS 1. During construction, full access for the existing properties which utilize Galaxie Farm Lane shall be maintained. Refer to VSMP plan WP02020-00037 for details on maintenance of access during construction. GALAXIE FARM SUBDIVISION EXISTING USE Single Family Residential PROPOSED USE Residential Use 65 lots: 42 Single Family Detached & 23 Multifamily (Townhouses). LAND USE SCHEDULE EXISTING Area % Building Pavement Sidewalk 0.10 ac 0.50 ac 0.00 ac 0.7% 3.6% 0.0% Open Space 13.10 ac 95.7% Total= 13.70 ac 100.0% PROPOSED Area % Building 1.94 ac 14.2% Pavement 2.95 ac 21.5% Sidewalk 0.51 ac 3.7% Total Impervious 5.40 ac 39.4% Open Space 8.70 ac 60.6% Total= 13.70 ac 100.0% SETBACKS 1- For front loaded garages, the porch or building face shall be a minimum of 3 feet closer to the street as measured from the face of the garage door. 2- For those units that (1) do not front Roads "A2" or "B", and (2) are located in Block 2, utilizing Private Road "E", shall have a minimum front setback of 3 feet from the right-of-way of Private Road "E". All other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. 3- All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. 4- Structures along Road "E" shall have a minimum rear setback of 5 feet. SUBDIVISION NOTES 1. This property does not lie in a dam break inundation zone. 2. There are no known places of burial in the property. 3. This property is not within an Albermale County and/or City of Charlottesville water supply watershed or an agricultural -forestal district. 4. Stream buffers are shown on plan. 5. Parcel [15 & 9] and the residue of [91-15, & 91-09] each contain building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes. "\'Water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage ouffall easements are to be extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD-1 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial pipe installation. ITE Trip Generation AM PM WEEKDAY Use Description ITE My In Out Total In Out Total In Out Total Multifamily 221 23 4 12 16 9 4 13 62 62 124 Single Family Detached 210 42 13 32 45 28 16 44 234 234 468 Trip generation reflects AM and PM peak hour traffic as well as weekday traffic. TOTAL: 592 SUB 2020-00098 TAX MAP 91, PARCEL 15 & TAX MAP 91, PARCEL 9 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1"=1000' s Qa .OAK HILL 0 ,,,< b nu s" Map provided by Google.com MILL CREEK % ` LAKESIDE INDUSTRIAL PARK O % 53 A MILL CREEK * C R E E K M I L L 0 Monticelokh School 30 -GALAXIE FARM LANE LYMAN HILLS LAKE REYNOVIA SITE MILL CREEK VILLAGE e HOMES III R a` AVON PARK SHEETINDEX C1 COVER SHEET C2 EX. CONDITIONS C3 SITE OVERVIEW C4 GRADING & UTILITY OVERVIEW C5 SITE LAYOUT C6 SITE LAYOUT C7 GRADING & UTILITY PLAN C8 GRADING & UTILITY PLAN C9 ROAD A C10 ROAD B I ROAD C C12 ROADS D & E C13 ROAD F C14 LANDSCAPING PLAN C15 VDOT PAVEMENT DETAILS C16 VDOT PAVEMENT DETAILS C17 ACSA DETAILS C18 SAN. SEWER PROFILES C19 STORM SEWER PROFILES C20 RTE 20 SIGHT DISTANCE C21 INTERNAL SIGHT DISTANCE C22 MOT PLAN C23 ZMA 2018-12 DETAILS C24 VDOT DRAINAGE CALCS Carter Mountain SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I�0 M. STW P No. 45183 i 106 -0 lrAv.r ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. COVER 18.025 C1 r T.M.91-10 1 / ' COUNTY OF ALBEMARLE,VIRGINIA I i i IT (2D"-Y-z I D.B.1979-44,46 & 47 PLAT / I T.M.91-813 ,' ,/' r PE a- , COUNTY OF ALBEMARLE, VIRGINIA Su / ' D.B.1979-44,46 & 47 PLAT VE ��01 OPE LOCUS l v ICJ i. N76°25'14"E I I 658» - ,� / / 1 'I / ,' T.M.91-12A LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 1°30'22" 5689.58 149.57 74.79 149.57 S75`40'51"W C2 0°15'10" 5689.58 25.09 12.55 25.09 S76°48'59"W C3 6°46'23" 1472.40 174.05 87.13 173.95 S73`32'54"W /GONG. /CASING00 > �____',' ' \ 9 / 'i ,' / % // / i /' - IF AIR, �FXI BUILDINGS (TBR\ / / / _ /' / / aII;/ F v Ti GLAUDE S.SHELHORSE,JR. & - �� VIRGINIA THOMAS SHELHORSE F (nn?1 r -__--' / : �^b / / / /(DE.�` �0.9AT; 1 1POLE TBR / L1 P MI FAIL PLAT -255 PLATD.B.337 � I \ 1 1 I T.M.91-11 SCHOOL BOARD COUNTY OF \ \ \--490-- / / G' \ T G / ALBEMARLE,VIRGINIA �' �PRO� ANE` D.B. 5258-620I_ T �.� , / i / /� / ♦� ' �FY�y i3�3_/ � � / TANK g D.B.1979-46 & 47 PLAT Itl � � / �� I I T.M231 9 / / / // // :♦ / �� / AVID S.WTNiER'& , k54, EY7 "�i _ � 4 ---- NNA MPRIA WI M --may - GUARD In 19 VIELL 'Tm y� O IV�LWAY _ / / i r� PAVE T.M.91-13 1 �Ir �� A I ,"vv� -'--' �1, ♦ 6°33'4 ' / DRIVEWAY �� / it 1 (TBR - COUNTY SCHOOL x �`�_ 5 LIMITS 6#_/�?� v l I' - { ' --- - �_ �- --- 25�4�' :IE�', / y - i BOARD OF—YARM / / "W ■ - - --"cfY'o ii, \ _ _ / ' - --� �. 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CF AVE'_ \ 1 i. t v m2'c / /, , i % ///// �� - SLOPED . / / I I I I 1 / i / \ / / / _ \ ��- `=q9 — - ____ ___494- N9°0 �—) • / o / " iv. ^� IIla OPEN SPACE,PHASE IV,AVINITY — 496 -I _ -485 _ 2 + it // -474- =;70 09'4� W / / �OIVAL AVON PROPERTIES,LLC DABVI5124E678TA PLAT SCOTTSVI D B.ROAD H02DINGS,LLC -�_--` - 4 = / 2'84' ''/�// �4P D.BD48946228 POLAT---------- --� a7a-- �; T.M.91-1-1E _ - T.V.91-16D �� D.B.4990-174 D.B.3480-44 & 45 PLAT �- D.B.4894-228 PLAT D.B 558-379 PLAT ROAD PLAN FOR T.M.91-16A1+ / GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. 18.025 EXISTING CONDITIONS 00 154 C2 SHEET C5, C7 SHEET C6,CIS � , PES 1 SU YED <25% LOT 65 PRESERVED , " ,014 SF / - ORES LOT 64 10,420 SF ; ILOT 49 , 1 10,421� SF NEW 20' I ao.0' N SEWER_ ESMA ' 1 � I • � BLIC ACCES � I PU IC ACCES YA EASME T R25.DIRz5.0' E SMENT - ' /� -F�ANI NT ACSA I LOT 63 a R30.0' F,P/ / Y SEWER ESMT 1 8_O� 4 F ro LOTI50 6 263• $F ,„�J o/ �� r ^� .,� 00.95 PLAT) ; "1X 4,1508 SF ,10 G Ica � m� � 1°// ;/��/ 0'05' TEMP. �r � AN J j�/ / AIDING ESMT ; LOT 47 LOT 51 LOT 62° / r� r� ,•�r'� i 4;929 SF 4,740 SF 5,4-19_SF_ �� OPEN SPA CE i f i + - 4e IF CLASS II - RIP -RAP DYER PG1 6 NEW 2� /ACSA FILIERNFABRIC SAN SEVdER ESMT IP cowc. 4,30 61 HEADWALL \ _ �\ LOT'L48 2p.0 p LOT,( 52 ,3 O-§F- 2 0----�--- ae yE.cncss� 5,045 SF - } 4,830 SF 1 O _ _ t AI RIP RAP �• 1 A�A �� - ROW (TYP.) ��I - ROW (TY) ------�-- I- Rzs.o• ------ v _+�-- Li310D -T-- ,boo - '�ROq�� /izl. _ R25.0' �,. - - - - �Ra --- ----_ --- - - ROAD qIzi �--� -- 57,'PUB L,ICROW'eooI-------- ------ - NEW TWALL �V >--- ROW TYP( )------- MAINTE CE ESN �- . R2 RzS.o' S _ _ _-, -a 25 \ - ,. - . •.. • ':• o R - o - OHIJ_ 1 `�1R4PLF IµA55 1�'11 LF C I� /RA , 7 RIP � N 0 CSA R25.0'24.soHu 0Q r ------ _ ROW SAN LOT 1 LOT;'---- /// 1 2L0394SF �.-... ' �O _QHu o a , 8,690 SF �� - _ - - OPEN S CE C (TYP..) LOT 44 r S R 5,232 SF -r -, - _ .• \ tP e \ - - _ 28,60 SF LOT'54 j LOT 43 n QF,1495 SF-- �5,569SF /;.152 SF _ *18 I I i e / LOT 3 LOT 4 LOT 5-. 5,905 SF 5,251 SF -- --- - --- -- --- --- w 1 1 W ;/ I I o d -1 4,926 SF NEW RETWAL LOT 42 ACCESS ESIvT - - - - - 1 1.476 SF p LOT 6 I wQ .: 4,808 SF LOT 7 LOT 8 I ., LOT 41 LOT 5 Q _ �r�.. / _ _ _ _ __ 4,942 SF 4 SF LOT 9 LOT 10 LOT 11 - `, LOT 12 LOT LOT 1 1,476 SF 1 1 3,4945SF 0 / � REsroR€ cHANNNEL , /r•�•b Q� - -- 1 ---- 5,09 5;637 SF 6,313 SF _ I''. I '; 1 79 ' K -__L-0? 58 �` sErWEEN cuLVERrs e r/�J r �Q` ''I F - .- LOT 40 - 5.023 SF /; > R48, 0' r---- --� I - / DESIGN STANDARDS 7,6b4 SF AND G PER NANRAL Q• -- I. SF 1,476 SF '' I �sVAcz5-ez°-cs-D(27 (ACCORDANCE W11H L-�-- LOT 39 1 20' PERMANENT AL • -� 2,887 SF 1 I z�.0 LOT S6. 1 �_ 4 3 L i �� - I - - - - - I SANITARY SEWER F /'/I' 1 R25.0' - ;... G LGT 57 1 / I •�J �^./0 -V R W 2°io .I 1oi 5,953 SF _�I, I r N SPACE TYP n+oo N ,2+00 /_ ® ROADC _t-"`------I--- .. - _ 8749 A B 16+00 - 54' 25.0 - 9. - - 16 00 - - - - 17+00h _ ROAD C,e+oo Rzs.°' t Rz°.o• 1 I I �•/ ��i / �954r PUBLIC R6W �� _ s+oo RI o SMT I 1 P9 LF CLASOo.oRIP-RSAP __ � Il ,:pl dF,/ `V Lu r LOT LOT19 LOT --- - - - - --- --- - - Rao o' - I •/ //./ or LOB, 18 SF LOT SF LOT IL15---- LOl! 09 SF _ __ 2F -_ __J 5 16Q SF_ 4.96 4LO 2SF LOT1, 24 ROIN (TY ) EW 20' SF N1EltJ 20 T 17 5,42 SF 5,475 SF 5,367 LOT 21 22 6,245 ACSA SAN 5,209 2 J 4,67Q SF LO7 25 LO 26 LOT LOT LOT : SA AN OT 30 LOT LOT LOT LOT 4 L- 35 LOT LOT LOT 8 •--i �_ / / 4562-SF- 3,1 6 SF 27 28 ,1 5 E MT 136 S 31 32 33 3,166 SF 3.1 3 SF 36 37 2,957 1,886 11877 1,865 1,868 1,873 1,857 1,824 S WER ESMT 2 ° 30,.: • / \ \ I;1 �i r � SF SF SF SF SF SF SF �ji _7 ESMT 8' DITCH 7 ---�� ; � gcS.Ess- -ram. \ r 1 m� R25.°• - \ / , of / r�r PROPOSED ROAD NAMES: ROAD Al & A2: GALAXIE FARM LANE ROAD B1 & 132: MARY JACKSON DRIVE ROAD C: MAE JEMISON LANE ROAD D: MARIE CURIE COURT ROAD E: VERA RUBIN ROAD SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST 404 227 5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I�0 M. STW P No. 45183 -7131Ito r 4/yVAT 1✓�,o ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. 18.025 SUBDIVISION LAYOUT OVERVIEW 00 154 C3 -----------------------------------------------------------•T------------------------------------------------ti SHEET I ( I SHEET C61 C8oB �E ' ; c� / S YCb /ERk ED/ o/ , / \ /�i / OPE /r 0 / OT - / / x010�� 10,420 SF I 4 I LOT 4 '' 10,421 SF, 1 1 go 41 Ilf \ I\\\ \ • A9�z P°t/� �/ ' / /jy'T� _ _ LOT3�3 L0�48_ // 6,26 0 a °/PP°I 8622, .c sle-I-6 F Qr 0 r rr- + -__ �l 9� i =_ --�__ a . /. :.,• / Kj6/ NT vvIII II / II II II • / \ IP L T u LOT 62 'C v 0 4,92, SF r ��! r II / rOp' v 4�7q- SF 11 / /0y159 71 ACE � / / / f , ' h V v II \ I I 1 • � I 1 ' i 1 / li ( i i / / i i ,' � p � / i r / � 59�'716 SF v 1°A�/ / 6 I S' -� L = / / / �' as LF/ans / / / / �_ RIP,-kAPo SO R i \/�`°/ 2 I \ __ / - _ s / / ; / A /CILTER FABRIC r , \ 6 ' / ' i r / // 6r6 CIP QQNC. LOT / / , i II 1 1 II II N. / / A` T � � s 5• 'rr 4,300 F- 5,945 SF I II 46$30F ate`//� \ II ` )r I -► �` II / ! II / II II / /I / ' / / • D - 1 /' Alm_[ _' \\-F 1 \ —' , II�\. \ II =\ - `�11 ■ II / I u' � '� L=, _ - _ � o • / � -- ''� _ .�;-.� - >>�.�ct'.a_ 62�''� - --- I _ I/•4a6- _/X7 9 0 ''/ ' ''' // %/ \` 4 X6� ,•� /'o RO \� F+. ROAD A ei'° , s' / - N w CJ _ - IM N NON' N w�N /T1w-7 ow-w— N—r w J✓ ,y�N—N/ —N. F � Fz -_ P _ h I -_, )•. ._r -� // / / / / ( /��\ I ._ --1 - - 0 \.._., ` _' T 28.�5 34 7 - / 7 I / / / �� -� / __,ter I -_7. '.. I - \\ \ LO 3 �rY� i / /I I LOT 60 �_ / �---F / F-- / / / 1 �� - _ _ I _ \ (N� 3;379�SF / IFJ /I / 1 I J / __ �.� _ / --\ 4 - \ iJ'J , / / // / ,' / / _ / I — — —r. L- — — / i LOT 45' 1T\ A ../ / - �2.Zr43'� II-K. -1-0 �\ o \ 3 \ , _ 2,239 SF �73 / L.. _ _ ��' I / �/ �I . L9 T�43 I -'O IA9 `-- -- II „ T p /' II---5/L<-6_69_5_5_6-1 ii _ ) 1 I `/■% (./•�:N�i r i onu -0 1 LOT 2 LOT /�,x8,69TNJALLGEOFABRICOPk5,2ASF 2T 0 o---- �/rzLO i ' / ___ ___ _ ___ ___ __ __ / . •- .`. ES ��1J II = ` _ =-J1J I / 1 / IL•t / ' / \ 905 SF u i 16 // // / ' 00 I �� OI / = I �926/SF / i �' S / / �. '4�, I / 9'-• LOT 42 - — - L I � l j 11476 SF II o S1• p /LOT _ _�-_ � II ,Ir I h -*___ _�_ _ _ / r / / -r- OT 55 �T ____� c /.•✓ / J 1 ,SOT-- / % , __ _ __ / r , '--� F� \ / RESTORE CHANNEL / I`===� o-- --, a--- / ,II / , i II Ily o 10 OTjB /I/ / / a / -_ - / /. _' N 5,0,9 SF / LQ �2,172 SF 13 1, 9 3 ----- \ 1 II /4, SF �I , , I I , t 9/ LO 4'0 Ir= � � LOT 12/' LOT L 1 � 1.4d1� SF 1 3;494 S I %' zz1 � �:, / \ / i 1 II I I � /II -' /� r I - \ BETNEEN CULVERTS B . r h ____L-01 58 -- 'I LOT 40 I II II �' / I / 1 �� l�4 , � r� / - s/ s -s ___r_ N rr � 3 SF I u - I ♦ / �DeslcN srauoARDs \ ♦ _ _ �i_ ''p II / o / II / u ,� II - al / 7' r r 11,476 SF 1 I -- -- «/ \ l Iti� / / .� ACCCRDANGE 111! \ r A y I' ,'i I II i I '• 1 r 1 y5VAC25-8]0-66-B 2 l I _ I 1 � ' z / �S j\ — __ _' _ �I, ( I I I I I \ �, 81v _ 'I J / _ �I II / II,% / II y�'� '� I / 1 LOT 39 ao — 1 l ■ r > / L _ \ I J f •' I' 1 N ;\ ,. \ r- ,. i - -' � / .fit' _� I '. / .\I I � L2,887 S / ry �, '' / /' L _ / r I •• I --- -� I _4.320`SF-- I I / I\ J � 1 i n _ ✓/ I 444 a / / , / ✓ / N-w_..crli `r r r. .. �. _ - -- I .953 �F Y/ / ♦ ,7 N SPACE B \I t� yprp'_��` `\" �N =.N \ N--�"� -" N-N••-' r„ 1 N G_ '' , -Z.� " ,� �'�:TT _t•-rr� i ,_'�,. .-/ _ / I •_ '�'gIIIo C� i I py I ,' _/r' /' 87,497 SF I T9 '\ \ �7 -•y� `\" \. 'ROW I _ I r� 1 X \ � - /.' //' "p�' / / OQ//'I.I '1 '� �✓ N r —M —JY LN W—N N N W — 4, .. N W 1 —N /w EW W � � \ / � I I / / / / � / '_ / I \ W . / 2(� \\ �� " _ __ /' �, _ � �� I —IW T T — I—zr- 6 ""T T — � T" "—•-N I t i I -I r ,z / /' F. / /, h - o " If& t $4�o UAL C RO • ]�° , X I d 28 LFRIP-RAP / • Y � LQ J SLOT � �ASF -LO �II /-----I52:� "---- / �96i � II 23 II II ' 11 ` I --- - � - - --r-. E6T -L4$T}5 t l 16 `�._ '-----15 o-o- �"/, - 6? 'I S6'o �. d u LOT' 24 Tr- - ._- " - -= -- 4 80j SF 1( II LOT6- 94 4 L-9 ,5l4 S J' / - 4' - / u o , SF LOT 25 LOT 2 OT 30 LOTS, LOT LOT 4 LO�i 35r LOT LOTV II 1 11 II ` '1 I 4,562-SF-II 3,1�fi SF 27 28 144 IF 1,,136 S 31 `.32 3,166�SF 3,16��SF 36 37 2. -- II 1,886 87 \ 1,865 1,868-- I -&�SF SF � I SF SF I F SF TL_-- L_ _ - 4 �-_-_ _�. - 'L--_ =4&4 �= I \ J `-1-- I I• ��\ �6 � I ., I ram, Y f/ I t r /// / / // -7� - - __- --- --- 8 8 CIiCH 7 I -- ;49?-`=- _ _ _ - - - - - - - ,1 D / /err / ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. 18.025 SUBDIVISION GRADING & UTILITY OVERVIEW 00 154 C4 / S ES SUR ED <25% NOTE: FUTURE CONNECTION IN ROAD Bi ROW MUST BE EXTENDED AND DEDICATED TO PUBLIC USE i ' / PRESERVED UPON DEMAND OF THE COUNTY. LOT 65 i- / / / 12,014 SF `-'LOPES i LOT 64 "No PARKING" - ' 10,420 SF 1 MUTCD R8-3 I / SLAB LOT 49 i FFE=492 I I� II II II � SF NEW 20' ACSA \I x R30.0' SLA' S4N SEWER ESM / • ° -\ FFE-502 SLAB I I } o FFE=491 III ' NEW 5'x10' - • o .° � "NO PARKING" / ZI PUB IC ACCESS S ESMT 18.0 MUTCD WM FOREST PUBLIC AC ESS. EA ENT / 9 MUIR8-3 1 1 ASEN SP EMENTC� 1 /1 1 IV EASM NT R25.0R25.0' 0.58 A RES -- R3o.o' I I II 1 �1 �/ 1 1 1 1 I O y LOT 6� LOT 48 6,263�'SF 8,6'�2 SF LOT 150 SLAB ° 0 - 4,fi0& SF FFE=490 SLAB � I J / • I I I I I j I I I I ' I I I I ;� FFE=500 C-A BASEMENT "NO PARKING' 0 � / /\\�♦ y BFE=490 MUTCD R8-3 0�(?R � �! 1 1 `♦1,�1 I r p FFE-500 NEW 5'x10' p 4� S ESMT Q 25.0' �'.� N 20' ACSA j°7 1 1 1 1 1 I I �1 1 1/ 1 30'x15' TEMP. ,� �' 7 GRADING ESMT SAN SEW�ESMT I 01 LIl No PARKING' �R o' I I 1 I /NEW 1♦r `i LOT 47 I MUTCD R8-34LOT 1 LOT 62 // / DRAINAGE E10 BMT�e�PaG� 4,929 OF 5,419 SF vl I I I I I I I I I I ---- I I I � -------- I; � SLAB / I C7I'EN SPACIE A /♦ / � G � M FOREST/ �/ SLAB + FFE; 485 0 / 59,716 SF ��` OPEN S ACE /I / J FFEi=495 tg BASE ENT / l I I I I I I I I I �I I I I �/♦ EASEM �2 i of ` I ,�` I � ROW% / / BFE=484 L.. FFE=}194 NEW 20' PUBLIC 46 L,6II GLASS II /♦��`% / 0.65 AC S I\ I\ POLr_.; - - ROW YP.) -"ND PARKING" DRAINAGE ESMT RI 4-g2dP OVER YI / V11E y •'' MUTCD R8-3 NEW 20' ACSA FILTNNERNF BVEC ♦� / \\ \\\ SMP. HTTRAIL Pc1 s III SAID EWER Es l� I I I lo� �.. Y / I LOT 61 NO PARKING° P CONC. % ��:� \ W 2 °� 4LOT SF MUTCD RS-3 HEAD LL i � ' E GR o / / LOTi46 20.0 - LOT! 52Z4;1111111 �I�ARDRAIL5OT:4 'iF----4$30 2 SLAB 2 0 CG-12 TYPE B (TYP.) Ci�TSSFFE=482• _P RAP 1 ® --- - I�� I I I I I I� SLAB SLAB ® / _ - - - �� ., V APER M FFE=491 FFE=490 "NO PARKING' � 1 U LF ��' \ %' J � e,°` ° e a AT H PAVEM' T I 5 , "NO PARKING" I O� ECTION IST. ®` ^ REET SIGN --_ I I MUTCD Rs-3 I I I9 I o I I\ T .' _ MUTCD R8-3 NE�G{ -rJ / TOP SON I ROW (TYP. HO I�{D @ 5% , ROW (TYPO 'NO PARKING° y UTCD R1-1 STREET SIGN ° i % CONNECT ROAD A TO. GALAXIE END STATE MUTCD RS-3 , * - _ MAINTENANCE R25.0' / _ / _ - - - FARM LANE W. SMOOTH MILL & - STOP SIGN R25.0' - '- SIGN-V36, T OVERLAY TRANSITION. MAINTAIN _ _ - - MUTCD R1-1 / / - '+ 1 LANE OF PAVEMENT WHILE - - - - - - -�_ _ i - -r - 1 00 �� COMPLETING CONNECTION. _ _8 - - R25.0' N R25.0' - - - m ��• _ L - - 13+00 / ® N T q�,P OADq� �- - - - - - +o _ - - o - 14+00 0 _ _ :' _ - - - - - - - - - - VBLIQ J ,.,1 R\ p wP ¢ ROAD A2 0_ - - - - - 5 - - - - - - - - - - & EPLAY \ � - - SHIMP 5 P7 UBLIC ROW 16 00 ® - - - - - - - � o \ _ .--- -- � �0 T by _ - � -- - _' -- • NEW POWER POLE��\� .0,. v -- ROW ---- R25.0' LF ;, \ o STR T SIGN �, E N G I N E E R I N G ( ® R25.0' TOP SIGN \ R25. LAND PLANNING - PROJECT MANAGEMENT STREET ON o .. ` \I 4 �~. . �" .. G`INAR .. '..s OHU I 510 LF �, \.`' - \\\ \ ry 25AMPHRSIGN U D R2-1 & .. ., - I �� 14 LF Sr1,/II I "NO PARKMIG' - �� -. AIL _ �I I E r a. o OHI OH . I RIP- C / 1 RAIL C OSSIN GN W11 SP ^ �� o LOT 53 "NO PARKING" N NO PARKING' NO PARKING" OHUI I I I M� IVE MUT D R8\3 -�` ` - RAF�S I v 912E HIGHST 4342275140 NEW 20' PUBLIC SAN SEWER ESMT / - _--__ /i. R25.0'0^^ • ROW 24. 3,379 SF MUTCD R8-3 _ ----LOT 60 MUTCD R8-3 I I MUTCD R8-3 I NEW III NH TRAILS 1,' 1 - x / / (TYP. 6,743 SF DRAINAGE ESMT I ) - SLAB__ OHU ��ri, - - QC' 00 LOT 45 _ If. I I I I DRAINAGE ESMT II • I I I / O. o STOP SIN Q o 28.o FFE-4�8s SLAB /I s� I So L I ' / - TOWNHOME FF=480 I / i� U NEW GR-2 i MUTCD 1 / GUAR RAIL / FFE=4as.o% I, oH� I �I fo 0 N SPACE C /It= r. D ST ETVESMT / , // // NEW 35 PUBLIC o 8,603 SF 1,152 ,1 24S DRAINAGE ESMT / TO WNHOME 'NO PARKING n-Q' II II II II I I // II I e FFE NHO MUTCD R8-3' AI N N , 0 LOT :54 r -Ss69 I /I /I I I I I I I I I I I I I I I I I /I �V�.`• ��/ I I i }L.I'�;/,./I I I /�ID T40 3,495-SF-- -----IiT 593 GED SLAB NSF O SLAB TOWNHOME S FFE=483 MDFFE=484.7 UTCAR83 FFE=479 /42k I I I �QQ / SHOULD (s% / -- -- - - - LOT 42L7 I NEW 0 ACSA O� `. 1,476 SF I WATE ESMT I I - �V 1.,;'I ----- TOWNHOME i "NO PARKING" w FFE=484.0 MUTCD R8-3 LOT 41 LOT 55 o II II II I II �I II II II I I 3,494 SF I •" T LOT 13 LOT 14 L1 12 TOWNHOME o o /i SLAB o SWM FOR ST / RESTORE CHANNEL / \ Q D!, 2,172 SF 1,455 SF 1,879 SFI FFE=483.4 FFE=$81 + LO�fi 58 OPEN S ACE/ ` BETWEEN CULVERTS B F' h �� I I I I NT I I %I I I I I I I I I i ��, 5;023 SF �� AND G PER NATURAL OT s LOT 40 I I I EASEMENT Ij �3 /\ 1,476 SF SLAB 1.5 ACRES `DESIGN STANDARDS IN �,. TOWNHOME ACCORDANCE WITH v / I FFE-a77 I I I I I I I I I I I I I I P FF -4 .7 9VAC25-870-66-B 2 / E 82 _ I OWNHOM OWNHOM OWNHOM LOT 39 I' I I I I I I I j I I -� FE-486. FE-485. FE-484.6 2,887 OF "NO PARKING" .° LOT 6 I / CG-12 STOP SIGN TOWNHOME MUTCD R8-3 2 .0 4,320 F FFE=482 0 --T TYPE B TCD R1-1 - I I I I I I I I = I t• -II I I I/ I I ��! / (TYP.) ROW (TYP) SLAB FFE=479 f '/ • 'NO PARKING° ® CG-12 TYPE B (TYP. 2 .0 ' ` / -- ,95 57 I I I I I I I X I I I I! I I a MUTCD R8-3 O.�+ = T SIGN "NO PARKING' S,SLA SF NEW 10' PUBLIC .h\�j // � P87, 9EN 7ASF B / \ b - e STOP SIGN 1 o MUTCD RS-3 .I S. REEI N FFEL 4 7 I I I DRAINAGE ESMT �I ------ MUTCD 31-1 R25.0' �' °6' / Rzs.o' t ® I I I �I 'Q.. 16+00 17+00 N ROAD C 18+00 - - - I - - -i- - R20.0' 1 o 54' PUBLIC ROW12 1s+E00N `.1- �• SEWER ESM / I 28. LF CLASSI R900.0' REVERSE CURS-- I RIP-F / 24.0 24.0 24.0 .a . 24.0 24.0 ® AFTER INLET o - I / I I I oIJ I I .... ,o• o - . :. .. NO PARKING _ � • : MUTCD R8-3 ��4� - � _I � _ -f- 1- �.�-'�� I I I � NO PARKING" 12.0 - ----- NO PARKING' MUTCD R-NO PARKING" vING"MUTCD R8-3 R3a0.0' MUTCD RS-3 NEW 20' ,444G- I I ♦ /I � I I I ' 27 LOT 28 LOT 29 ACS), SAN LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 \ SF 1,877 SF SEWER ESMT 3,136 SF 1,865 SF 1,868 SF 1,873 SF 3,166 SF 3,163 SF 1,857 OF 1 824 SF 2,957 SF _ I /> ✓ J 3,144 SF P _ I NEW 20' PUBLIC /K,5, I DRAINAGE ESMT I OME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME `- I .'87.3 FFE=486,6 FFE=486.0 FFE=485.0 FFE=484.3 FFE=483.6 FFE=483.0 FFE=482.3 FFE-482.0 FEE=481.3 FFE=480.6 FFE=480,0 � I1PRIMITIV CG- LONG FIRE 2. 0 / 1' I I I I ,.�/I I MULCH T�21�� ACCE S ENTRANCE 30' ACCESS ESMT NEW 10' PRIVATE NEW 10' PRIVATE DRAINAGE ESMT DRAINAGE ESMT DITCH 1 - - - - - - - - - - - - - R 15.0' 20 PAVED / R - - - IRE ACCESS I �I / / I / NEW 10' PRIVATE �, '� •\ KNOX BOX / v SWM PORES / / / r • DRAINAGE ESMT x 1 `� 30 0 30 60 90 MANAGED - R25.0' I I --OPEN SPACE / O� SLOPES - 0.0 i[ T 4 tu -ol BOLLARDS --__ - I 0.09 CRES m�2\ /j..,/ Scale: 1"=30' - ----- I I I . j,!,I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. SUBDIVISION LAYOUT i O R30.0' PUBLIC AC ESS f EASM NT \ R25.0R25.0' LOT 48 f% I I 8,6�2 SF J' SLAB r FFE-500 c I �n ro NON 20' ACSA ; h SAN SEWEE-ESMT I II "NO PARKING i LOT 47 MUTCD R8-3 4,929 SF SLAB + FFEF-495 -� PYPROW .)) �\ i I mi, i 2Q-0 I LOTi46 5,04S-Si=--- SLAB ° I FFE-491 ®• - I TOP SIGN ROW (TYP.) "NO PARKING" UTCD R1-1 STREET SIGN \ \ CONNECT ROAD A TO GALAXIE END STATE MUTCD R8-3 FARM LANE W. SMOOTH MILL & MAINTENANCE OVERLAY TRANSITION. MAINTAIN SIGN I-V3b LANE COMP�ETING CONNECTF PAVEMENT ION _ k8 - _ R25.0' N ILE R25.0' - - - - + wP- ROAD A2 - - & ERLAY \ � ® 5 P7 UBLIC ROW 16+00 NEW RETW \-.. ROW TYP. - - Rr1l MAINTENANC SMT - - (TYP,) ® R25.0' - - STREET S . a AXIE 2 GAL RO NEW 20 ACSA INEW 20' PUBLIC SAN SEWER ESMT 4.QDRAINAGE EST(TYP.LOT 45 2 -------- 9. x x = - TOWNHOME 2,239 SF LOT 1 LOT 2 '> BLOC L --" s SWM FACILITY ESMB I 'r FFE=486.0 8,690 SF 5,232 SF \ F �"Y = x = x - ---' OPEN SPACE C I� LOT 44 28,603 SF TOWNHOME S AB SCABSHIMP--------- EN485.4 FFE�525 FFE�525 - TOWNHOME ENGINEERING2. LOT 3 LOT 4 LOT 5 FFE=484.7 5,905 OF 5,251 SF 4,926 SF `. LAND PLANNING -PROJECT MANAGEMENT 1,47SF NEW RETWALL �� ` -- --- --- --- -- --- --- � LOT 42 18 0 SrAB- ACCESS ESMT I' " TOWNH OME FFE4 523 LOT 6 FFE=484.0 912 E. HIGH ST. 434.227.5140 BASEMENT 4,808. SF BFE-519 BASEMENT 4, 9042 SF LOT 8 1,4076 S1F CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FFE=529 BFE=515 5,094 SF LOT 9 LOT 10 LOT 12 LOT 13 LOT 14 TOWNHOME -----, ----�-------r 5,637 SF 6,313 SF LOT 11 2,172 SF 1,455 SF 1,879 SF N0. PARKING" FFE-525 FFE=483.4 "NO PARKING" BASEMENT 7,664 SF FFEF 518 FFE . MUTCD RS-3 MUTCD R8-3 BF 512 BASEMENT BASEMENT LOT 40 R48.0' FFEF522 r i i i BFE�508 BFE,=505 BAS MENT BASE ENT ---- 1,476 SF ii-515 BFE 498 BFE-495 BASEMENT I s TOWNHOME ' FFEiF508 FFE4505 BFE=, 490 FFE=4827 y - FFE=500 - TOWNHOME TOWNHOME OWNHOM LOT 39 18.0� FE-486.0 FE-485. FE-484. TOWNHOME2,887S MU NOTE: FUTURE CONNECTION IN CG-12STOP SIGN ROAD C ROW MUST BE EXTENDED };�� _ I TYPE e TCD R1-1 FFE=4820 • - - s ;..•.•o ....° (TYP.) ROW (TYP.) AND DEDICATED TO PUBLIC USE a. M. > UPON DEMAND OF THE COUNTY. Je - - - - "N PARKING Li No.45�183 �I Q) - �- - 12+00 - u J _ a.o ... ,e,. - 1$.0 UTCD R8-3 A �� 2 A C - -I a b �P w� R25.0` M RO +0� o _ 'ROW R9os.o' - 1 +00 a ------ +t0NA1. 10+00 - - 14+00 R5000.0' ® j - - - - \ _ 15 j 00 16+00 17+00 N ROAD C "NO PARKING' o R MUTCD R8-3 18.0 J . .? ✓ ,. 18.0 0 24 0 2a.0 za.o 24.o ROAD PLAN FOR _ °NO PARKING.. - a � p. .:. a � :... o - "NO PARKING" - - - MUTCD R8-3 MUTCD R8-3. _ _ _ _ GALAXI E FAR LOT 19 LOT "NO PARKING° „ - - - - - - - - "NO PARKING 12.0 4,85i4 SF J J2o MUTCD R8-3 NO PARKING" - - - - - - - - - - - - - - "NO PARKING" dLOT SF LOT 21 i MUTCD R8-3 MUTCD R8-3 MUTCD R8-3 SUBDIVISION LOT'�15 LOT 16 5,2'091SF ,42 18 5,475 SF 5,367� 5,16 SF LOTi22 LOT��23 I i 5,42� SF p 4,96� SF LOTi24 OW (TYP.) N W 20' 6,245 SF ------- ------- 4,80$ SF - BASEMENT BASEMENT ----_-_ ___ __� 4,67 SF LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 SEWER SAN LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT L_______ BASEMENT - 3,196 SF 1,886 SF 1,877 SF 3,144 SF SEWER ESMT 3,136 SF 1,865 SF 1,868 SF 1,873 SF 3,166 SF 3,16: L_______ � BFE=502 BFE=502 BASEMENT BASEMENT ' 4,5�2 SF p' BASEMENT BFE=502 L------- BASEMENT BAN BFE=502 FFE=512 FFE=512 FFE=512 BFE=502 BFE=502 BASEMENT ----BASEMENT-------- TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWN ALBEMARLE COUNTY, VIRGINIA BFE=502 MT FFE=512 FFE=512 FFE=512 BFE=490 BFE=502 SLAB FFE=488.0 FFE=487.3 FFE=486.6 FFE=486.0 FFE=485.0 FFE=484.3 FFE=483.6 FFE=483.0 FFE=482..3 FFE= FFE= 512 FFE=500 FFE=512 FFE=491SUBMISSION: NEW 10' PRIVATE 2020.05,13 DRAINAGE ESMT REVISION: \C F__ ® -- - - - - --- ------ - ® --- --- 1)07-31-2020 -x - - N -,- - v ---- - --- --- -- -- -- MANAGED-- -- --- --- -- - - SLOPES I I- -- FILE NO. - 18.025 / \ ISUBDIVISION LAYOUT 30 0 30 60 90 Scale: 1 "=30' OB S / / // /' 05 / SUR ED/<25P. too / / / / APR PE �ED / d� 1 i 12,014 SF 20 10,420 SF----- / i SLAB \ I � /" /� / •'/ X o LOT 49 \ 5 � FF4F 49z / / � 50 -� NEW 2R,ACSA O \ ZFE ' s�-s€wER DSM / SIJI� / H-90° / \� FFE=4 / �/ � / / / /a`O� w —w —w BFwND w w --- _ EW 5'x10' /\ \ 6 DIP WL ° o / // \ / I /� � EMSPATCf I/ /I I // I 995 0 •cl S_M ! / / / WM /FOREST w w—w—w� // ` / 4 / / f V.'s // / / // 0/8 A RES !/ I / / / / 20' PERMANENT ACSA 3 �� / i' �_ A 6� �j// I I' /✓�I. //� / I� I �% / SANITARY SEWER ESMT \ \ 61,206365E - 8 l7 / / / / / // ! ! / // / ,T / / f ! / / / ! / / y (D.B.3179-90,95 PLAT) \\ LOT as // / / x 3 / I �� 4� 1 / �I / / / I I 8,6 2 F C LO 50 SLAB / / / / / / / / tlPPa I \ I 1 5 , 4, & SF i / ,F€�490 �. �a i a' / a. / / / / / / / // Si -1-8 \ \ \SLAB actb'• \I F5E=5�0 C� BA 1 v W 4 BF° > I F E=500/ NEW 5'x10' '= 10 n f� S ESMT SJteO_—ECM_A8° — I3gt_ _ - Q ;✓// // ' � �,' "NIT, �fr l6w SANsEwEn2F 3: l` ! v q \ T 47 NEW 10' PUBLIC \\ LQ _ / S,A 9sSF -h9d / / / / / / / / �// /� / / / DRAINAGE ESMT E6REST LOT 51 LOT \ \ 4'9\SF 3c0 4,b40 F !. /I // /// // / // / al+ -- - -- / ! ��1 T // I I / / T�I / I /I I / / IOPSN,7 6AdElA `j S ACE/ i 1 / � \ \ SLAB\\ 1 \ Gpn o %SEI�ENT/ / / FFE-485 0 / _ / ! / / / / / / `' / / \ / 3 / / EASEM 2 O / Fd 495 Iv 1 o /FFE=asa/ / / / I /V // �I II la1 l / ,�I I I � x f' � -�� 0.65 AC S �I / � \ LASS 'Nil 1V \ l /L NEW 20' PUBLIC %, 4s II / �, `• ,,-}' \ I y w —w � I / SO / / / / / DRAINAGE ESMT Or j RI P Oj�_N\ \\ ".. 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HIGH ST. 4X227.5140 / NEW 20' P.�CSA LOTj�3 h� y / / I /' / // 08U —�� j-_/' l / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NEW 20' PUBLIC % SAN SEWER ESvT \ 3/,3/9 SF = I LOT 60 U ! DRAINAGE ESMT P 3 \ `� // XE ' i I / / / // - -/- \ll /L// - •'��K p/ I I -I-I I IDRAIN ESMT ■ II_ I UI I /�� — 1 v'` /o 7e' / / - _G1 1 I �`/ er / 6,743 SFI ULOT 4s v / SLAB -i {I I I I f` I _ I I I v I I / °02,239SF g \ L5-,. f F�� / / FF/ 4 0 / 18 I \ I / / I o, TOWNHOME -� ✓ / I ,� / / / ■ \ //// /�/ OFIU c� �F 486.0 OH / �_ c w 7 w / ! / NE 3s' Pueuc - N SPACE G / / / 3-1-w —w —w LOT 44� .. e • 1 O _ i / > S` / ' ' / ' DRAINAGE ESMT / 11 / 1,152 SF r wA / i = / / �., /; ® n F1 / / FE_- ME - LOT �5+� -/- , /'/ -- -- / I �5. I J - f 8"TS&V v- 8,603 s� ° 20O / I a / 3 / / I I I I I I I I I I�! ! I I/ I I I I I I !! =485.4 0ta- 1 -h, -- - - -- f Es sL i / 1\ p 3. I / I/ LO 43-� 3 4�SF LOT 59 \ I cn I,> - �• ('../ / �; / ! q / 5,569 SF I I I I I I I I I I I I I I �( I/ h - X152 SF s s f I ) I} �, /:../, / / i� FFE--N484 S`. OPM. S FF �K83 ' i' I F ELABH OM9// I �. r7 �P=� ( / / \ I / �� / Li No.45183 • / r 3 w w _w _ E / I III III I I I I �0.�f I' I k� `h /1 I I I Ire I �\ i / .e / � I -- - -- �., I / z`--0 LOT 42 L. o• P -/ NEW 20' GSA Oo♦ / \` / ! 'P �� ` I'�0 W / I 1,476 SF I 1 �� 3 - WATER MT I '.'I, FFE=48 .0 i �° w �� FFE=484.0 a -- \ / I p - / - J / / /a^ ss�� LOT/41 LOT 55 3 Q ( \ //.i,i Air 3 1: ADS srORMTECH O I I I I I t� rt I I I I I '1, '1 I I I I I I / / -I 13,494 SF I, - ISOLATOR ROW LOT 12 / LOT 13 UOT 14 1,4 SF --_ I K , MC-4500 CHAMBERS I• 2,172 SF / 1,455 SF 119 SFi I rfCWNHOME a , SLAB / 3 00 0 ' -- -L_SWM FORST/\ / RESTORE CHANNEL / _w /FFE=483.4 ----- LO,fi 58 I l .6' #3 VDOT STONE I o. J / 3 w � �/ � FFE- I + � 5,0 3 SF I I I I I OPEN EN SPACE \ ]BETWEEN CULVERTS B / LOT 40 EASEMENT \ �� AND G PER NATURAL E INVERT-475.00 I I � r o / � / 1 I I 1.5 ACRES I /� DESIGN STANDARDS IN BER INVERT=477.00 • / 3 1,476 SF s s s w 3 �-412 B / OF STONE=482.60 / TOWNHOME I /-� .-w i F = 77 / �' I 1 I I I I 1/�./ACCORDANCE WITH ,/,,," \1 \ / 9VAC25-870-68-B(2) / ROAD PLAN FOR LAYOUT PENDING. I / FFE=482.7 S9 3 w —W / , �■ �l�\ / 7 -".� TOWNHOMETOWN OMETOWNHOME I LOT 39 FFE=486.OEE 485.3 EE=484.6 w— I 2,887 SF - 1 I LOT `}6 I J - GALAXIE FARM 3.0 \ \ TOWNHOME I /4,320 LSF 3 - I I \ 20' PE MANENT AC A ( l . I ^� /! 1a 330 Esz / —5 s F //SLAB - I I �SANIT�j>I SEWER 4tr I I ! 3 FFE=482.0 I -90,95 PL SUBDIVISION 5° LQ757�I�kd i N - / a 5,953 ,J / PEN SPAC B X SLAB I 'I NEW 10' PUBLIC ! / / 87, 97 SF • _ PP ,..T . - I - I 6 + _ �I / DRAINAGE ESMT I / I I I I I J I 1 / / / ' P FFE=4T7 QI I A , ! / as / , ALBEMARLE COUNTY, VIRGINIA 38x8x6 / 777°'� -� E4 - A.: ,: •I { w —w w— w —W nv �w w w EE w —w /w — w— w 90° w8x6 3 / I Ir i / i/ -_ SUBMISSION: _ w _ I 2020.05,13 - 16 00 8plpipw-- 0 "DIP WL - R ADG 1+0 —w w BEN W �/ TEE X I �, I rJ / / // I/` s s \• v P Lid ROW - 3 , 6 DIP wL/// I � I I' I t �° 7�L - _ 19+�o N I ( r I / ! i / REVISION: �j Es I mil- - z 3 SEWER' ESM I I %4 28. LF CLAS. I 'r r / / 3- 3 3 _+\ _ I N 76°° Q X 5° 1 1 RIP-I�4F� j �] I I I I IJ I I///j/�/ /-- 1) 07-312020 `7 0 ^ .. ,a • .° • a/r / fA f o ^ N . s e � b • ,b' j '�i O� SD Hulk Z4 �- - 8" S R - 6 SAN \ 1 8° sDR-2,6 SAT 90' - P ° -- --- -- - - \ a, al LAND w w BEs NEW 20'� 86 LOT 29 ACS SAN LOT 30 LOT 3\, LOT 32 LOT 3 LOT 34 LOT 3 LST 38 LOT 37 L T 38 5 6 �4 on SF 1 877 3,144 SF SEWER ESMT 3,136 SF 1,865 SF�� 868 SF 1,873 �F 3166 SF 3,163 1,857 SF 1,824 SF 2,9 7 SF _ 76a w �� / /': ✓' J / ! % / / / / _ i\ -o- - �7 1 NEW 20' PUBLIC \_ Nw DRAINAGE ESMT TOWNHE T WNHOME TOWNH ME TOWNHOME TOWNHOME TOWNHD E TOWNHOME TC`WNHOME WNHOME TOWNHOME TOWN OME I I II / FILE NO. 87.3 FFE=48 .6 FEE�488\ FFE=48 .0 FFE=484.3 FFE=483-6 =483. FE F82' FFE=482.0 F = 8d! FFE=�t89.s FFE=4 .0 4A \\ � w ■ I I `j I / / / / / / \ \\ n� I �w �I� III I I .1 I 1 1J 1 /!///!// / 18.025 NEW 10' PRIVATE — �.0 — NEW 10' PRIVATE DRAINAGE ESMT — DRAINAGE ESMT \ \\ �\ 8(�/ 1 11• .� 1 1 / �/ 1 /! !///// /' / / /// /// / - - ` w GRADING & UTILITY PLAN _--482----- --- -- 80 8 -- --- - .� TCH 1 I \ 70 �A - - 48fY----- -- _ NEW =!_E \10\' PRIVATE ,1 SWM S - / µL / / 30 0 30 60 90-- ----- DRAINAGE ESMT-I OPEN SPAI�E �9- �$E 48-=- --- -- MANAGED EASI# ENILL SLOPES _S0.09 CR Scale: 1 "-30' / 2" STUB ^� — — / -00 0 / Iris /-NHW\ 90' GVc 6 DIP WWL gg5o BAND w w w—w— 3 •I ' \ gas / I \\ \\ 8LOT 6`�248F SLAB---- 3 - 1 \\ FE-5(0 1 \ \ \ ISM 20' CSA s O SRD IS RD MT _ 2F ��.. . \\ I L(QT 47 \. 4,920 SF - - I\ \ --- Sly+ SIFAB \�FEF495 I\ of ;• \ \ Syz\ I \ —wl-4 RD y * — RD— IF / \ IZ 90483 I \ \\ a / o e• � \ \ \\S$LAB FFL\--491 i9 / T / 486=�=� 85. —'r-�— —�\ 867o - - +I Nq0 - / / // & ERLAY� 85° �. 7. 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HIGH ST. 434.227.5140 / LOT CHARLOTTESMLLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LOT 12 / / LOT 13 I LlOT 14 3 �¢'/41 r114 OME H - +� 2,172 SF/ 1,455 SF 1 J 9 SF w 3 / FFE=483.4 a / w LOT 40 1,476 SF TOWNHOME • / / FFE=482.7 TOWNHOME TOWN FFE=486.OFFE OME 485.3FFE=484.6 TOWNHOME �w— I ) LOT 39 E TOWNHOME +PC N / i / / / \ cc / 6 4- \\\�\\ o "j\ °' a.'N... �� •, /,/ /. '_` // '/ / iy/ / �/ �� i ,// ��--3.0 E6Z J `�� 3 II FFE=4820 / Y \ N , - y _ J M. /h \ \ No.45183 �\ \\-�__ s N i� + /s . P� M _./v / / u / A �I PP STM \.:-- _,��-_`- -.. \ w ... �W — _ 11L W U--.w�—^—- Vy--a w UU—w�` `V/w ,/ -.� r s ;r ... -�.. 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('� ROAD PLAN FOR — — y - - GALAXI E FAR �i / A9 // —� �-- - / -- ( SD -2� A 8" SCR 6 SAN \ I I di I ' L9r�1 / i�LOT' //.. / W � - -- - - -- --- --- - - - - SUBDIVISION 5, 17 LOl' F! .5 .i SF�/ 5 SF / / /CGrI 21/ ,A9 /Ti / 745L2 LbT 1 6 \ 5,2BS / / / / 5,16 / T 23 i L \ 4.85`4 SF B 1 /F , (LOTi 4 -/N W 20645E I ---- ----- / 4 0$ SF 67 SF L T 26 LOT 3 LOT 34y `F• LOT 7-4OL&T- ACS SAN LOT 30 LOT 3 LOT 32 LOTI / / '� '- ASEM z / ASEMEK(T-y------------� - (A I I 25 31 — 6 LOT 29 y1,873 'F 3,166 SFB�4S€MENT BF 02 = /1,886 SF 1,877 3,144 SF SEWER ESMT 3,136 SF 1,865 SF �,868 SF 3,16: / / .r p. BASE _ - BFE 2 / BLit 502 BAS -ME BA LI ,N� SF \ F)ASEENT / // =512 E=51�/ / FFE=51 - 02 =502 "BAS��„„,,ENT ---- - OWNHOME TOWNHOME TOWNHO E T WNHOME TOWNH ME TOWNHOME TOWNHOME TOWt�HD E TOWNHOME T6WN ALBEMARLE COUNTY VIRGINIA / FFE 50 I - - / / / /FFE-512 FjFE=512 / `A' --SCAB- FFE1488.0 FFE=48Z3 FFE=48 .6 FFE 486.0 FFE=48 .0 FFE=484.3 FFE= 8346 FE=483. FE=482� FFE= ' / FEE= �@ / =490 Bf /FFE I = / / i / I FFE=500 " E=512 FFE=491 \\ SUBMISSION: 84- I �� ' / / / \- _ NEW 10' PRIVATE — — _. 0 1 — 2020.05,13 DRAINAGE ESMT I `, — ---_ REVISION: --- _ -- r / 85? , — — — — — _ _ — � — — — — — — — — — — — — — 4sz— — — _ 1) 07-31-2020 G // _ sa —__x \ I �-a/ ,V � '----- - - - - - - - - —-- 48MANAGED sLOPEs —, / / \ --492_--'-�.__-- — — — — -------------494-- _ -- — ---= -- / FILE NO. 18.025 FIGRADING &UTILITY PLAN 30 0 30 60 90 Scale: 1 "=30' ivm TV / �� \ / // I `.1 ./ ♦`7� �/ `� JONM - .: / AS 9Lb' I- - / I / cb \ i� i� Z7, 10T C�"/.♦.L'�W/ ii/ S3�i0/I \ og - / / /> / IS 69SSI / n ss L� ZX6S lOT IS_S&6_r24'biOT��S log QD %<y//�y / /,/ omIme V.69NN21Vd10N_11,.\ O� �S S09'8Z ,/ (�`�s 1W53 39VNIVbO // /// = \ �b Z OITI M- M- M / // 0 30VdS Ndg/ OITBIId .SE MIN �. / / / / _M K'/ NHO .a I1y0 / Y �Dlsis - - -I - wv NHO 1WS3 30VN1Va0 / r�/ / // // OU�Z A A Sb 10T �� I / --_IlH J `On9nd ,SF MIN -�� I I LS 2bL'9 / /' / ' I / \ �` f / 1WS3 30VNIVbO� 2 / 6Z"/ �OASH'il --_ _ -:'= _ I%nu., 2-8a a01nW / £-88 GD1nW nq In7 / �'" £-8a 0OITA LS 5Le2 - [p'bZ �\ 1V�53 213M3S NVS y L � _ 011Bnd ,OZ MIN 1 1�O'T dST-UM N01c 4111 / y11,1 Nn 500 495 490 485 480 475 470 -VD T 465 460 roN 455 10+00 ITB Ond ,OE MIN II SSV`70/dT 94 �� S3dOv 99 0 \\�\�' // /' �/ �' /' �01,'1 / / / ✓' / �o z LN3w3SV3/ I'll\♦` IOVdS N�6D \\ / / LS 9LL/S / / / // / N �' / / ✓ / / /Ls36e5 WM v 33VdS/ N3do �LwS3 30VNIVaa // l 5 4vv♦v / on nd ,OL M3N / / / //�/ i �-V \ / / / ✓ / �vv'i / �/ ��♦ / /�' // r / / / / /�� / / / / - „ONNdVd ON. ZS L� l9 io / I / / I / / IS 6Lb`S / l L ObQ'b Z9 LOT LS 1oP 2-8a aDlnw - _ / „NINdVd ON„ -- - / 1WS3 S ,OI,x,9 M3N / f-Sa a01nW / „ONINaVd ON„ / -, 3s s _'y oT ) 0 0 4 0v o 0 Ol h tD p. ^ O N 7 r. t O O + ? > J F J O 0 Q W Q W 32.00VC - 267.86SD- 12.13K-Val 63- -I - ROAD Al 38' PUBLIC ROW 28' PAVEMENT 25 MPH DESIGN SPEED AADT=592 1"=30' HORIZONTAL 1"=10' VERTICAL PVI STA..12 PVI ELEV. 278.00 48" DOUBLE 158.23 --HP--STORM 26 25K- CULVERT A. MIN. 2' COVER SAG STA.11+82.76 SAG ELEV.469.82 I qA-I NOIS IONVNIINIVW \-3Lvis aN1 I �I I 1ljz I 1b� � 30 0 30 60 90 I Scale: 1"=30' I I I OM O�6 -d d PVI STA. 15+55.00 N- rt - -0� - > y - r-EL�V`:-48�T.� 138.00VC 7SD 16.75K-Val CREST ----NEEDED Mil I Xe' OVERLA'L_AS - PR-0VDE SMOOTH -PAVEM€NT�RANSITID +00.00 466.20 - - !n � > >> +ma-- -, -� vDor CD-1. Q CEMENT TERfOT�ZINC Q -1P WATERLINES O < Ov N C*4 Q I Q I O PVI-STA. 14+10.00 pV ELEV. 478.70 5O.00VC DOO.00SD - ---- -� 8X6 TEE X6�€ ROAD D WI 8X6 REDUCER. cp rn,m �n .. ''- . SX8 T E TO DOT CD-1. ROAD WL ROAD A2 57' PUBLIC ROW 28' PAVEMENT 25 MPH DESIGN SPEED AADT=592 1"=30' HORIZONTAL 1"=10' VERTICAL N .'1 w a1 �X. GRADE CREST ..NHS' 8X6 TEE T-AR-LINED, COVER ROAD B1 W✓= I r ml €LEV. 32 --R� COP�TE- ^ rn 87.00 \ _ LF 8" INTERIOR EXTERJO CLASS 52 .DIP CEMENT --- 68--. WATERLINE 8X6�E - TO VITA VC SD _ 0" DOUBLE Val_ �TeRM CULVERT B. MIN. 2' COVER / _ 106 LF 6" INTERIOR _ 90° B N MORTAR=CTNED, TO FHA COATED. CLASS 52 01 N 10 c0 ti O O mr �n BEND - - GJJ111 ✓AiO. mm. �o mro 10+50 11+00 11+50 12+00 2.0% LANDSCAPING STRIP, TYP. 3' CLEAR 70NE VDOT STD CG-6 CURB AND GUTTER, TYP. 20% I � � COMPACTED SUBGRADE L-1.5" SM-9.5A MINIMUM CBR-10 3.0" BM-25.OA 6.0" VDOT 21A ROAD Al SECTION 12+50 13+00 13+50 14+00 2.0% 2.0% LANDSCAPING STRIP, TYP. 4.0" CLASS A3 CONC. SIDEWALK (TYP.) 4.0" VDOT 21A (TYP.) 7.0' 14+50 15+00 3' CLEAR ZONE VDOT ST CC-6 CURB AN GUTTER, YP. 2.0% f 20 00MPACTED SUBGRADE 5" SM-9.5A MINIMUM CBR=10 5.0" BM-25.OA 6.0" VDOT 21A ROAD A2 SECTION 15+50 16+00 16+50 500 495 490 485 480 475 470 465 460 17+00 455 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 404.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. U 18.025 C9 510 505 500 495 490 485 480 475 470 ^_N 0 0 0 0 0 0 0 0 m Lqro in ,n v00 tea) �� a00 rr �(O m(O W N(D Or n +O) +O) +Ol +� +� }� +� toy +h +h o� 0a _> �� _� �� _> fa > dw aw > dw > aw ¢w > dw > aw dw dw dw HJ +J FJ FJ F-J HJ I-J HJ HJ N W (n W I n W U) (n W N W N W N W N W (n W f n W PVr�_TA-f0+28-.00 as PVI E_LEV.__498.38 45.00VC °--aVl ETA.-1Y+5Y7'.40- �-W-&: 14_9_ R ELEV 488.98 -PVI E__EV. 86.68PVI /I-'S§1_L 1°1�22.40" -_ E EV 86.68 _ PVI �> >� 9T& P4 In11.58 _ E -E-V. 77.67 - .00-. - 52.D0VC AO_.. -RA 9.79 fi2..23K-Vul 2&95K-=Vv . K-' a 2K- at ROAD11(^ B2 ' -' Lib ---- PAVEMENT MPH DESIGN EED AADT=<592 �-30' HORIZONTAL j is BK- - al - - - - - - - - y aq I - /5 00%200% Alki SAG STA.11+9282 SAG ELEV. 486.75 4 -PUBLIC-IG ROW �- - -� - - \ - S MPH --DESI G STA.1+1 PEES AADT 51-02 1*-,W-HORIZONTAL- '-10'-VERTICAL I - -_� - - 03 am nv vv <v as � 465 1 C+00 10+50 11+00 T 1 +50 12+00 12+50 13+00 13+50 14+00 I--- - 0 30 II III Scale: 1 60 90 49.0` ROW 3' CLEAR ZONE 10.0' 10.0' CURB AN GUTTER, YP. 5.0' 6.0' 6.V 5.0' 510 2.0% 2.0% 2.0% 2.0% 505 LANDSCAPING STRIP, TYP. 4.0" CLASS A3 CONC. COMPACTED SUBGRADE 500 SIDEWALK (TYP.) L5" SM-9.5A MINIMUM CBR=10 4.0" VDOT 21A (TYP.) 495 2.5" BM-25.0A 4.0" VDOT 21A 490 ROAD B1 SECTION 485 480 54.0' ROW 475 470 14+548' 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. 2.0% 2.0% z0% 2-0 LANDSCA73.0" STRIP, T 4.0" CLASS A3LLJ COMPACTED SUBGRADE 1 SIDEWALK (TYP5" SM-9.5A MINIMUM CBR=10 L 4.0" VDOT 21A ( BM-25.OA 1 6.0" VDOT 21A ROAD B2 SECTION SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 404.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. • � 1 it6*10� C10- ETWALL y �� h i/ � ;6 A - v TEE \ 1-�- ANCE ESMT \ \ ( - - F2 A R25.0' N - - / \ EW STREET SIGN \ + I I I oo /f _-- 34 -- /.. - ff- NEW 20' ACSA W 20' NEPUBLIC / T SAN SEWER ESMT\ , 24.1 28_ \ 5_ �/ 7 DRAINAGE ESMT 34- P \ \ \ --,� LOT 45 \ _ OF LOT 1 \S3? NEW 113x138'-- 9'S'� \ \ LOT 2 - _ / �: - h MAX. 10/SEG / / / I / I l - y 1--' / SWM FACILITY ESMT \ o C O _ ---- -_x I _ _ - I / I I/ Is I / 28,603 SF / / LOT 4I a./41 �, 232 SE _-� KLWALL / I GEOFABRXG I / �_ _ _ CJPEN SPACE C \ \ 24 - l __� _ \ I /, _ /. / I I - 1,152 SF \"NO PARKING" ^-a" S3R �� x x ,, r: v - x 1 ---- r� - / h I / / I - I / �p 2 r��Fl �. / /// / 3 / MUTCD R8-3' - rr , in 43 \ \ LOT 3 q- \\ _ 5,905 SF ,251 SF 4,926 SF/ 1 16 / I//ACCESS� LOT 6 /y \ ``-�\ 4,808 /SF `,�• .. >\ ti0 _- - - - - - .'` -- / / yrya / /4,942 / / / 5,094' • \ "NO ' / / 37 � ✓ � / 6 CS71 SF / / LOT11 / / 7.664 q PARKING„ MUTCD R8-3 //// / /hryti // // ry // / �0 / Jf 48. 0'� VIA OOI = •• • •• ... • .• • • �0\4 � moll.�o WI\\01 FIB hoQ ��\ 0 IS 5. Ica I / 3 w w -%`O LOT 42 1,476 SF-o / LOT /41 Q LOT 12 / LOT 13 I LIOT 14 3 1 4o SF .,e I 2,172 S j/ 1,455 SF iJ 9 SFi w I \ rw / LOT 40 / j 1,476 SF LOTf5i3 °NO PARKING' C 3,X9 SF MUTCD R8-3 y 3 / w- // / W --- LOT 01,-- / 3 y435'SF / QED- / -' l OFFS I' / "NO PARKING° 3 MUTCD R8-3 O \ LOT 55 - ----13,494 SF I K 4 / CD I • / / '. J I a0 /- a LOT 39 / 'I �w- 2,887 SF NO PARKINGLOT 56 MUTCD R8 3 T STOP SIGN \ 7 .. / 0 / ✓ / \ )4,320 SF I- 3 MUTCD R1 I � 4 ; a \\ \\N . m `/ /. / / / // / // / % // //- 3.0 E6Z J I l /- LO a _,• 3 "NO PARKING" .0 0 \ m s \ \"IR25.0' - _ \ / MUTCD R8-3 1 y/ N - 18" PP �STM \-s'-- \ w -W - Lw� w -w / / / / / _ - _ - ter. _ w t- / __ - .%„ o . _ .:.� P. MU'IN PARKING" -- -` w - Q,, 1I ro � I (i70 -/ L / s s /-1�_ I i _� _ -r I I � .. � -a . , , � •. .. ..I-. _ _ � ... I � MUTCD R8-3 ----- \ _� \ \ �w VA �-�+ � ., �- s r, .1-1-'�-1T e �� M w • TREET 1 ; j-W W �'1'IP W , s o y / w /= ■ a / i/ '3+IU0- 'W, DIP �rL _---- / M CD Ri-1 7770 3 N .W ; - REE N I g �c 4¢ ROW I I ✓ /905.0' o / / -+/ / w 8 L i i p5 R25. / • "E4 , A.. A � fI �O'+00\\w �\ �� s s -1��// ! s / �in / y/ y /✓ s/s / o .�J / / 14 X i �'%�w- -w- w EE / R25.08x6 w JyI--J-000 0' / // � s a • I •� 1 / -+ W ;Jtl -w r w - w - w �w w w 6' 1V 205 n \ / _ / 5`? / i ,��, / TEE + - - _ _ �� _ I - 16 00 �c +'J0 DI WL II o \ \. � -- � s fn ,� i_! DIP M1L- _ env w /1 w s< �3 - � O - ; DIPw B NC I� R20.0' / I s � 6 \ / 4C + i ' ' r ;• . . o i rn m 25 o SDR_-26 AN NO PARKING' -� -/' r/ // / / // / SDR-2 ,� 'a_ - _.:.. ./ (; R .0 r7,531 ro .,NO - - _ MUTCD R8-3� § -I vl \ 5° I / °NO PARKING.. \\ - - // / y_ ' ,r - l C MUTCD IRS 3. -�_ /. / 9 / �--- - / / / SD -2� A �\ - 8„ S R• 6 SAN a 1 �Q / / / / h _ y !o •: MUTC "NO PARKING" / /. - i I 3 \ \ \/ \ S R-25 SA. i 190• MUTCD R8-3 w NO PARKING" - - - - - - - _ - NO PARKING" - - - - _ - "NO PARKING' C 8,36D 4 LWND w I \ >�5L-2215S- 57 LOT ,g SF / /'5 SF % A9 / �, / -- - / MUTCD R8-3 -- -- - w 2 INSF / / / / /COT 21 / / L/OT y y MUTCD RS-3 I MUTCD RS-3 NO PARKING S _ �- LdT 1 I 16 \ / / / / / / / \ \ R30.b' 1 / / / / / / 5,16 / N9� 9 OF / T 23 LOT 4 0ti I \ / - MUTCD RS-3 q) T/y 4;4es. I / / /// / / / / / 4p67 SF / L T 26 L0�7 0L-Q - ACS SAN LOT 30 LOT 3T LOT 32 LOT 3 LOT 34 LNEW 20 OT 3 LOT 36 LOT 37 L T 3� 751I,' 1 V 45� F I / /I y./4,854EW 20 - / / / / / / // ///// / f N 4805 SF / \\ I LOT 25 - ---\ 1,886 SF 1,877 3L0 LOT SEW R ESMT 3,136 SF 1,865 SF\\1: 8\ SF 1,873_F 3;ifi.6 SF -----3/163 1,857 SF 1,824 SF 2,9 7 SF��\\ v o 1Z E2 �� 6 I �, _ 4,562 SF / / 42 ACSA SAN - - _ - - / SEWER E 40 - /--- �� / / ////' /.// I / / �l\vv / "J2& r 5\v 2 n LL ,,-"NO MUTE NEW 2( WATER 30 0 al al al al al �30 60 90 SHIMP al al al al al o� Scale: ENGINEERING2. m N o LAND PLANNING -PROJECT MANAGEMENT 530 + - + a w 3 912 E. HIGH ST. 434.227.5140 525 U U F CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM » » d d PVI STA.. 112+00.00 1 PVI ELEV. 512.50 520 - - 70-00V6 -� 16280SD 4.009 -X. GRADE ` 13.46K-Val Ica x) 515 / \ 7aLo It 95% COMPACTED VDOT CD-1- 510 FILL \ \. - w ^> MIN. 3.5'I \ V) rJ e3 ' o COVER \ > _ ty 505 ROAD C - as PVI STA-14+50.00 0 M. 54' PUBLIC ROW - 9�0q 17o.00vc Li No.45183 \I \ 163.09S0 �>r20 w�% 25' PAVEMENT 27.40K-Val aw, dw 500 25 MPH DESIGN -1. \ - SPEED \ >> » SSIOVAI. 6N AADT=<592 \ PV4-9TA. 18+f� 91.00 Ar 495 1"=30' HORIZONTAL - �` - - 1"=10' VERTICAL \ 20.00VC - \ ICOO.00SD 0.40K-Va 490 - - ROAD PLAN FOR 485 - -- - _ GALAXI E FARM 480 _ �ACTED - - _ -.... -- - - - FILL 95% COMPSUBDIVISION _ 2 0,% - 475 FILL - -- ALBEMARLE COUNTY, VIRGINIA 470 N x N m c� N N e1 W tl s>+cT 43 I� 01 .`7 M P. I� � M to 00 w N h in r<1 O � �q �.440 co tl7 0.4 o tl) r� (L1 •^.• p.J .. m' -13T N N P CV rf3 ap O d' co O (O O (n rn M I�-N- N O ; T to r (O f� 0000 rn4A m0) 0)0, �m 00 �� 00 2020.05.13 465 ui to v 0 m +n vj u7 rn u7 to N to a7 �- _ <r'.� ,.* v a via .F r •d < a 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 REVISION: 1)07-31-2020 54.0' ROW 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YR. LANDSCAPING STRIP, TYP. -4.0" CLASS A3 CONC. COMPACTED SUBGRADE SIDEWALK (TYP.) 1.5" SM-9.5A MINIMUM CBR-10 4.0" VDOT 21A (TYP.) 3.0" BM-25.OA 6.0" VDOT 21A ROAD C SECTION FILE N0, ROAD C Mai C� \ \ We \ \ o 4 CD co \\\ \ \ \ \ vAv I Ig\ -w\1w mx\ \ 12+-00 r/ SA \ \\ I 411 \80 \ I o0 \ Lo0 I m 0 IZ I rn \\N mU! U) 01 0 / I V 'Pi'Y, � ' �i \ �o °I I �. I �zl I �z occ � I I I \ SAI-I-s A 1 I\_ zA\ \ p \ / a/ I r,R1 \ Z •' __ 'bl- AY �•W'-t 1Wi, \ Wn �.W�� .a D ( /zrn 1 I 1 1 Z \ _ \ c� A w �v am vZ9 \z�\� 70\I m o \ \\ \ \ \ yg\ \ \ mD \\\ \\\ \ U\ \e \ \ \ \ Xm C A I vA' "m vv A \� y� A �➢ \ V \ o \ Zw Ci qy �n z \ m m m V A v v o \ x�. 505 500 495 490 485 480 475 470 0 000 Tj Tn- N 00 od - . > QI STA.1 a .00 VI E EV. 48 Nl n W a¢. a�PVISTA o PPP�I ELE-'.�4875i3- O ro PVI STA. 10+56.00 -a a 4-4-00VC PVI 55.00VC 7.88 128.50SD - 35�J1�- ---7-06K-Val �' 15.35K-Val NW WL i r _x. GRADE 1 49' PUBLIC ROW o D 3.5' 20' PAVEMENT 5K- 25 MPH DESIGN 2.00007 % SPEED. VERY STA.10+13.50 - LOW -VOLUME ELEV.475.`I LOCAL ROAD. - AADT=66 V-30' HORIZONTAL - SAG SAG RG 3' CLEAR ZONE VDOT ST CC-6 CURB AN GUTTER, YP. 2.0% LANDSCAPING STRIP, TYP. 4.0" CLASS A3 GONG. - COMPACTED SUBGRADE SIDEWALK (TYP.) 1.5" SM-9.5A MINIMUM CBR=10 4.0" VDOT 21A (TYP.) 2.5" BM-25.OA 4.0" VDOT 21A ROAD D SECTION 505 PRIVATE STREET NOTES: 1. STREET E 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 ROAD E. 3. USE CG-9D ENTRANCES FOR DRIVEWAYS OFF OF ROAD E. O O LO O O OT 500 N O +� +^ ROAD E ¢ W Q> 30' PRIVATE ROAD 495 490 20' PAVEMENT mow, 25 MPH DESIGN �a�S-TA10+5(Y00 SPEED 490 485 PVI ELEV. 4 AADT=<l02 - C 1"=30' HORIZONTAL 2.15 882.15SD _ - 26.48K-Val 1"=10' VERTICAL 4,04% 485 480 200% 480 475 --- - (k - -- 95% COMPACTED MIN. 3.5 FILL - COVER GRADE - 475 470- N'O rn V' ro N m* h f0 r, r-.''0 m w < 470 465 - �-t -t � 10+00 10+50 1 ,., 11+50 ROAD E SECTION SUEWILK0I SP.10E MA'a" Aw- UpAVtD SPACE 7 DP GM A EIO'ANEIDN JOkT E06E OF PAVEeENT mores of !' ENTRAVCf-'I 4'-0"Mk LYTS OF M'-0. NN. (WITS DF IPGED�E5S5rR_UN _ � 1_�,,� ��SST�RVN ROIIrE PoI y-q�•1_ 0.WTE■ . q, � QL-TRAYENSM b,-0,• q. „ (,k1. PEDESTRIAN ACCESS ROUTE DETAL ADOMON& RKM-OF-WAY IS RE ED IF THE uwS OF PEDESTISM CUSS ROIIIE EKTEW ffYOM EYETPC OR PRovosEO voor awr-aF w MT. To M H M WHEN THE C WI O WTH M IIPAVED SPICE MD SIMWKK SPXE S LESS THIN T. �e. ® PEDESMIM (CUSS R TES PROVIDE A MNTV41C1A UNOBSTRUCTED. STNAE. PON MO SLIP RESSrMT .'e. 1 e PATH CO Cnm rE1.EM5 KL AOMSSIME EOF A FICILRY TNAT Cm M MPROACHU. ENTEI MD MRT PEOESTPo S. HALF PLAN 4 +K F MISS MN ACCESS ROU1£3 �I APE �HG PROVCED.A YNMAI 4'11UVERS..�.E WNTH6 SECTION B-R REOIAED WH A MM. V CROSS SL P w usfD M c(NNXcnOH wrcx srMOMD T-C"� CP3 OR CF], 4HE LLWB FKE IX1= I VAVDMO 19 TO M M TED TO MATCH THE MO HTMLE C COMGLI m. • e. s. C. 1 •0K TO 10% CHAWA PMc�IC FICE OF OMR YLOMTTFN 12Y. +I B' +i•-90EWILl( SPACE -- NONI NAC AOPE s0• a ______ ' .• . ' . e'. . c. - ' • SECTION C-C 'aL ]'^ e. ^nle o.e:?:s°.1'-.4.4 e4ae •v!^` QMS ,V If1E.S)CONC. � •B'MG. BA9E� • '�4I •• TY xS6E 21a ^.V-W-j fi'-0• MO WiTEA oKr ilt ®ACM OF GRME cXMfE s. : s: e: eA'. YWKR CLWB IID s s. . p, IULT cbxcuRRENnr F 112 R YA%MY NClEA2 W SETAE AT YNMRI f0' MTERVIIS SECTION A -A x z z 3 x YAxwM OECREME m SLOPE FOR Fnsr IO MX I B F MAY DECREASE FOR S OMEOVG L M 10' WIERVKS SECTION D-D STANDARD ENTRANCE GUTTER RBA REV. T/OB VM A OEPMTIENT OF TRMSPoRTAMN 502 203A3 32.0' PRIVATE ACCESS ESMT 490 485 480 CD- 475 470 12+00 12+5485 VDOT STD CC-7 rr 2.0% 207 CURB AND GUTTER LANDSCAPING COMPACTED SUBGRADE STRIP, TYP. 1.5' SM-9.5A MINIMUM CBR=6 2.5" BM-25.OA 4.0" VDOT 21A SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I�0 M. Sim" P No. 45183 ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. ROADS D & E kWAtiL-01 10 3060 W , C 1 1 III I 1r J I 0 *C of Wo i Jo O �O III A� Nn J O _ mF �U I .7 m A r ` III co °...5 �. ° a. ..... —WIF O I I O➢ Z m r a' 0 \ yyI Ov. o yyII D / n O O y 0 01 •q —Al -1 o'mm m - PT E2 ub m �.0 45 -—w �nm w ; w °mow -rdw —w —w 10+00 W m p F F CD x CDa N / N � x S o I m o N 1_ NN m III �?o N N uJ� Nm O Op, O ON +� + +� +r O� O� C) Od awQw Qwaw F-J HJ N W N W HJ N W HJ (n W jU as EL as dn. 490PV I-E_E --8IC) FIRE ACCESS ROAD 490 +s� 10 31.Go 20' PAVEMENT 11 oo' AADT=NONE 485 J8 D� �4 D 1"=30' HORIZONTAL 485 1"=10' VERTICAL 480 480 -CREST STA 10+12.92 \1 R -ST-ELEV.480..88--- 475 475 470 470 d ui a a rl m 465 10+00 10+50 11+00 11+54�i5 / / 1 .1 •1 - e 0' ACCESS ESMT 2.0% I 2.0% COMPACTED �29.5A 0" SM-9.5A SUBGRADE MINIMUM �6.0" VDOT 21A CBR-10 ROAD F SECTION Enrnrc Cammercitl Protluchlnc. P4ff44W inemvriaeo,.ra �94�sa wwwepsyuv0.wm ]OM: ]' Remaraeie Rmxsq xuwer t ppy 9p�i y_pse: l�eeMotlmf: 4'v%'PpNet rAdlM vnI0W 9NfE nau. ]-i-�] Style. Remo.aW Pagz. 1 Cpe OiWYBne mq 3� 59 �S clneed udms 0 m CusSomer Provided Lock Sleeve 6 M Rebar 5<trrups HingdN Lla c Nmlzn"Sep Remrorexaxs ap 8 a 21m exn v¢v — vwxonRmx BOLLARD DETAIL SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 404.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ,M.45183Si82WP No. -7131Ito r ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. ROAD F C� / / ARBOR TIES, OR EQUN. .. - '.. :I - 2'X2"SQ. OAK STAKES .'.I. _ _ -- -- SET 180 DEGREES APART OUTSIDE ROOT PACKAGE 4- '` ORIGINAL SLOPE SHOULD PASS - - - THROUGH THE POINT WHERE THE - - TRUNK BASE MEETS SUBSTRATE/SOIL - - TOP OF ROOT BALL SHALL BE-- - ' PRIOR TO MULCHING, LIGHTLY TAMP LOW MAINTENANCE LOT 65 2"ABOVE FINISHED GRADE :' ': `.. `S ^' _ SOIL AROUND THE ROOT BALL IN B" .-' '-- GROUND COVER (TYP.) 12,014 SF ,,.. SEE TREE PLANTING DETAIL � I - LIFTS TO BRACE TREE. DO NOT OVER / 4" LAYER OF WOOD CHIPS. NO MORE ( )' FOR STAKING ':: - COMPACT. WHEN THE PLANTING - LOT 64 THAN 7" OF MULCH ON TOP OF HOLE HAS BEEN BACKFILLED. POUR _ - 10,420 SE ROOT BALL. .)` :v.. I ! WATER AROUND THE ROOT BALL TO •N . .; ' y; ROOT BALL MODIFIED AS "'.;: ':'. SETTLE THE SOIL. REQUIRED }`{ ROUND -TOPPED SOIL BERM LOOSENED SOIL DIG AND TURN II LOT 49 4"HIGHXB"WIDE ABOVE ROUND -TOPPED SOIL `. THE SOIIL TO REDUCE THE 10,427 SF NEW 20' ACSA ROOT BALL SURFACE SHALL BERM 4" HIGH X 8" WIDE COMPACTION TO THE AREA AND ' t SAN SEWER ESMT BE CONSTRUCTED AROUND "" ABOVE ROOT BALL SURFACE SHALL DEPTH SHOWN. THE ROOT BALL BERM BE CENTERED ON THE DOWNHILL I / ✓ SHALL BEGIN AT ROOT S1DE OF THE ROOT BALL FOR 240. " BALL PERIPHERY. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF PERIPHERY. LOOSENED SOIL z LOT 63 REMOVE BURLAP, STRING, AND 5' 4" LAVER OF MULCH. NO MORE THAN 1"OF MULCH ON TOP OF ROOT BALL. I -� LOT 48 z,Y A W 6,263 SF WIRE FROM TOP 2/3 OF ROOT BALL. ORIGINAL GRADE 8,622 SF zCar LOT 50 4,608 SF / 0 EXISTING SOIL 11 N Q' BOTTOM OF ROOT BALL` W %.a - EXISTING ON ISTING OR RECOMPACTEDTO i [ SOIL PREVENT SETTLING- FINISHEDGRADE - i I I SAN SEWER ESMT SLOPE AND ROUGHEN SIDES OF 1, EXISTING GRADE � - LOT 47 - 4,929 SF 1 � I LOT 51 ' LOT 62 oa - i LOOSENED SOIL ,, s - 4,740 SF 5,419 SF j 7 <25% NG 3x ROOTBALL DIAMETER A 3x WIDEST DIMENSION OF ROOT BALL II. j LOT 61 SMT - .TREE PLANTING DETAIL 2 TREE ON SLOPE C 25% 4:1 to 50% 2:1) t SLoaS4sF -� 4,830 sF 4,300 SF , ------ C14 Not To Scale (,14 Not To Scale j W I \ \ W -w -W -r -w .1 Is w r-w w r W w-N� OAD A -W -. -w- NEW RETWALL \`., _ _ �r-r is MAINTENANCE ES ,---- oHu-- 5r / SIGHT DISTANCE (TYP.) � oHu � N W 20' ACSA LOT 53 HU SAN I �oHu� = �� , . 0 EWER ESMT + 3,379 SF I 6LOT360F S LO 2, 239 SF C LOT 1 LOT 2 8,690 SF 5,232 SF \ - _ _ OPEN SPACE C '-' LOT 44 '-7 / 1,152 SF 1 - C 28,603 SF : - TREELINE {TYP.) LOT 43 •+• LOT 54 I 1 1 a -OPEANAS 95 SF 5L5695SF I 1,152 SF Of LS LOT 3 LOT 4 LOT s r 5,905 SF 5,251 SF 4,926 SF NEW RETWA L ------------------- - '-'� LOT 42 WI LOT 6 ACCESS ES T ` I - _ �• - 1,476 SF j 11 Q PRESERVEDCANOP 4,808 SF LOT 7 LOT 8 I I LOT 41 LOT 55 •1 4,942 SF SF LOT 9 LOT 10 LOT 11 - LOT 12 LOT LOT 1 Lw- 1,476 SF 3,494 SF 5,094 5,637 SF 6,313 SF 7,664 SF I I 2,172 SF 13 1,879 8 LOT 58 _ I 1,455 r� LOT 40 ;, ,- 5,023 SF • SF = 1,476 SF M 1 I I f I I I l . LOT 39 v LOT 56 I I -� f• r 2,887 SF 1 . w � _ PERMANENT W i 4 F i _0` ERMANEN 320 S I.� I SANITARY SE1'"!F' - I-. -i J------- LOT 57 - (D.8.3179 " s I 5,953 SF • W -N' • F-. 'Imow �N -w -f,N OW ROW I r • i yI 1I I ' ' • • x j I -W'� 1 r -r -w -w 'r -W -,W N' w T-W -TW r -cal-w -N -N , �N red /�N Tr -W -W Tw C-w W -r I/•.i •�1 I w I -_. I " I I I lit _ I �� Tr 1W i 17 54' UCjLIC R0 ,:. .. • • i ACSA I " I j WER ESMT J I g it -- LOT 19 LOT 2D - - -- - -- _ __ --- LOT 17 LOT 18 LOT 21 --- ♦/ LOT 24 3L0 626E LOT LOT ROSAW AN LOT 30 LOT LOT 33 3.o663SF 3L0633SF 36 �7 2 9573SF ---�W / ) LOT 15 LOT 16 a 5,423 SF 5,475 SF 5,367 SF LOT 22 LOT 23 5,20., SF 5,160 SF 4,969 SF 6.245 SF 4,854 SF 4,805 SF LOT 4,670 SF LOT 25 NEW 20' 4,562 SF ' ,14440E MT 2 28 3,136 S 3 32 ACSA SAN 1,886 1,877 1,865 1,868 1,873 1,857 1,824 .+' - A "•� I .��:{� SEWER ESMT SF SF SF SF SF SF SF Count) of Albemarle r----- --- - - --- --.- --- - --- --- - - - --I- - ---- '\N J C'miu,"atinn Plan Checklist- To be placed on Landscape Plans (Handbook, pp 111-2&1-I11-29T for complete s ectfications) - L - - - - - 60 Iris ohe saved; MAN AGED - - - LOW MAINTENANCE Limitsofclnnog(mtsidedriplincuftreestobesaved); .. - - __ - __- - - - SLOPES GROUND COVER (TYP.) -_ - _ - PRESERVED 1 ® Location and type of protective fencing: - _ _ _ _ -.- _..-._ - - _ _ _ _ _ _ - - - - �� __--._ - _ _ - - - _ - -- TREE PROTECTION CANOPY I ® Grade changes requiring tree wells mwells; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Alarkless: - _ _ - ® All ur-a to be saved shall be marked with print at a height clean visible to LANDSCAPING NOTES: -- - _�-- "^ p g y egmpmeneoperetors. THIS PLAN SATISFIES THE MINIMUM LANDSCAPING. AND SCREENING REQUIREMENTS OF CODE 18-32. ® No grading shall begin until the tree rttrrking has been inspected and approved by a County Inspector 3. Pro-Constructio,Conference: TREE CANOPY REQUIREMENT (SEC 18-32.7.9.8): .. / 60 'rice prescr.anon and protection measures shall be reviewed with die contractor, on site. 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. � 13.70 ACRES x 0.20 - 2.74 AC CANOPY REQUIRED 4. Equipment Operation and.Slorage: PROVIDED: 1.00 AC OF PRESERVED WOODED AREA, PLUS 60 Heavy equipmcm. vehicular traffic and storage of constmnion materials including said shall not be permitted within the dripllnes of trees 1.30 AC OF MITIGATION PLANTING AREA IN STREAM BUFFER. tobesaved. BONUS CANOPY OF 25% FOR PRESERVED (18-32.7.9.8): 1.00 x 1.25 = 1.25 AC S. SollErosion and Stoemwarc DetegrimsDesices: +31091 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.71 AC 50 0 0 Such devices shall not adversely affect Imes to be saved +1.00 ACRES OF FORESTED AREA IN OPEN SPACE PARCELS A & B TOTAL = 3.26 AC CANOPY PROVIDED b. Eim Scale: 1 -50' la Fires armor pertained within 100 fin of the dripline oftrees to be saved. INTERIOR STREETSCAPE REQUIREMENT (SEC 18-32,7.9.5): 1 MEDIUM SHADE TREE PER 40' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD)' 7. ToxicMalerlals: LENGTH ALONG ROAD: 670 + 410 + 920 + 150 = 2150 LF Toxic materialsshall notbesmred within 100 feeafthednphneof tree-stobevved, (2150 LF X 2) / 40 = 108 MEDIUM STREET TREES REQUIRED 108 STREET TREES PROVIDED d Protective F'euc tie: Trees to be retained within 40 feet of a proposed budding or grading activity shall be protected by fencing. ENTRANCE CORRIDOR STREETSCAPE REQUIREMENT: Fencing shall be in place and shall be inspected and approved by a County Inspector pnmto grading aconsw<1ion. 1 LARGE SHADE TREE PER 40' OF NEW ROAD FRONTAGE VISIBLE FROM E.C. 9. Tree wells: ROADS Al AND D ARE VISIBLE FROM ENTRANCE CORRIDOR. FOR THESE ROADS, LARGE a Whim the ground level rl mull be raised within the dripline of Inctreebe suved,auee well shall be provided ands construction detail l TREES PLANTED AT 2.5" CALIPERARE PROVIDED. THESE LARGE TREES REPLACED . sabmitled for opprovel. THE MEDIUM STREET TREES AND ARE INCLUDED IN THE TOTAL CALCULATIONS ABOVE. 10. Tree walls: ® When the ground level muss be louvered wlthm the dripline a tree to be saved, a tree well shall be provide$ and a construction derail NOTES; submitted for approval 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. IL Trenching Tunneling: ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. and ® WhentrenchingI,rcgmredwithinthelimitsofclearing,itshallbedoneasfarawayFromthetrunksoftrmaspmable Tunneling 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE under a large a" shall be considered man alternative when itis anticipated that necessary trenchmgwilldmmyfeede+roots. TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 12. CIeaauu: 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. Protective fencing shall bethe last items removed during the find cleanup. 4. LANDSCAPING CANOPY TAKEN FROM 10-YR GROWTH, 5. TREE SPECIES CAN BE SUBSTITUTED WITH OTHER MEDIUM SHADE TREES FROM THE ALBEMARLE COUNTY APPROVED PLANTING 13. DamaeedTrent, LIST BASED ON COST AND AVAILABILITY. CONTRACTOR SHALL ENSURE A MINIMUM OF 4 SEPARATE GENUS AND SPECIES TREES ® Damaged ireesshal:beocatedimmediatelybyprunin&fenilirationmother odsreconunrndedhyatreespaiallst. ARE SELECTED. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER BEFORE SUBSTITUTIONS. 6. ALL NEW PLANTINGS SHOWN ON THE PLAN WILL BE COMPLETED WITHIN 6 MONTHS AFTER ROAD AND HOUSE CONSTRUCTION TO COTE:msnleDEveto�ER'sREsronslRlu'n'TOConFERwfTNTHECONTRncTORONTREECON5E1tVAT10N AVOID TREE PLANTING DAMAGE. REQUIREMENTS. 7. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 8. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN OWNER SIGNATURE (DATE) APPROVED LANDSCAPE PLAN. Lo-7/Z,7/Z07_O LOW MAINTENANCE GROUND COVER: PftCHASER SIGNATUREf_' r`a 7�-I (DATE) �,ylalLwryewIll.G Lbl 511/06 Page l Mt SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at rJ�IiA,�!1f31Ld u 30 Ibs/acre each, along with EC-2 Matting (Total application rate of 150 lb/acre): 1 CONSERVATION CHECKLIST CONSERVATION Virginia Wildrye (Elymus virginirple Little Bluestein Grass ti 11 1V ii//Ll lv Il Lll t..J 1 (Schizach yrium scoparium), Purpletop (Tridens flavus), �,C14) NTS Broomsedge (Andropogon virginicus), and Indian Grass (Sorahostrum nutons). D I I Ir , IE (TYP.);" .PRESERVED CANOPY / DPE N 3PPCE A 1° I CING 20' PERMANENT ACSA SANITARY SEWER ESMT (D B 31 �?-90,95 PLAT) OUND COVER (TYP. oHU _ o oHu_/ i EE PROTECTION NCING (TYP.) SPACE B -97 SF� _E PROTECTION ICING (TYP.) / \ / r / / 50 too 150 , �k y / SHIMP / / ENGINEERING2. / LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM INTERIOR STREET TREE SCHEDULE Total Total Plant Planting Type Botanical Name Common Name Min. Quantity Height Canopy Conop Symbol Caliper (ft) in SF SF 10 Yrs y a Large Shade Tree Quercus coccinea Scarlet Oak 2.5" 8 33 419 3352 Large Shade Tree 9. Ella tomentoso "Green Mountain" "Green Mountain„ Silver Linden 2.5" 10 27 322 3220 Large Shade Tree Ulmnus Americana American Elm 2.5" 9 27 464 4176 O cvs. Large Shade Tree Froxinus pennsylvanica Green Ash 2.5" 10 39' 672 6720 & cvs. 0 Medium Shade Tree Acer saccharum "Goldspire" "Goldspire" Sugar 15 19 30 177 3363 Maple ." Medium Shade Tree Carpinus betulus European Hornbeam 1,5" 20 21 177 3540 tJ Medium Shade Tree Cercidiphyllum japonicum Kotsuratree 1.5" 16 28 222 3552 i��"y�''��k �.f.� Medium Shade Tree Sassafras albidum Common Sassafras 1:5" 16 24 198 3168 - Low Maintenance Southeast Native Gross 0.2 ac: 0 0 Ground Cover Seed Mix. @ 150 Ib/ac 30 Ibs TOTAL: 108 TOTAL 31091 SF: I�0 M. Sim" P No. 45183 -71,51Ito r tle ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1)07-31-2020 FILE NO. 18.025 LANDSCAPING PLAN C14 CG-7 CG-B LG-] THIS MCA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES; 1. THIS TO MAY SE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS M F CAST N RACE, woo P51 IF PRECAST. 3. COMBINATION CURB W GUTTER HAVING A RADIUS OF 3W FEET OR LESS (ALONG FACE OF CURB) SHA L BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WON STABILfZEO OPEN -GRADED MANAGE LATER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSFIGARON AND DESIGN SPEED AS SHOWN N MFENCI% A OF THE VDOT ROM DESIGN MANUAL. S. WHEN THIS STANDARD 5 TO BE TIED INTO EXISTING BARBER CURB. THE TRANSITION 6 TO BE MADE WITHIN 10'CR THE CHANGE IN STANDARDS MADE AT REGULAR MENNGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ME TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. •• D •• A• A A • A '• D • 1 D • D D - - - - _ THE BOTTOM OF THE CURB AND CURTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF T' SUBBASE PROVIDED D2'-D• MIN OF 7IS 7AN 8" VDOT 21A Compacted Stone Under Curb REV. 9/O6 COMBINATION 4" CURB & GUTTER "`10 VRGNIA DEPARTMENT OF TRANSCORTATI N 502 201.04 CC-12 NOTE'COMPONENTS OF CURB RAMPS CONSIST OF THE FOLOWIW HYDRNUVG CEMENT SIDEWALK ICEPTH N INCHES, MCA N SOUME YARDS) GENERAL NOTES( MTTEECTABBLNE WAWRMINGD (SURFAM (FREE IN SQUUMME FEET) t THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, EACH Of THE MOVE ITEMS IS A SEPARATE PAY REM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAW 2. ALL DETECTABLE WARNING SURFACE PRODIACTS SHALL MEE7 LINE REOUIRCMENIS SOEWALK Or SECTION 504 Or THE SPECFICATDNS FOR CG-12 DETECTABLE WAVING SURFACE. aB;l NMI[ RAN 1 1. AM - DETECTABLE PR ARNHXGT USE RRODUCTS USED SHA L BE FROM THE MATERIALS 72. 3 FLOOR OR B S USINGUPERMISSSRRAMP IEA CONSTRUCTION JOINT TWIDTH MEOURED BLS, 4. REWIRED BADS ARE TO BE W.5 X B" RACED TCENTER TO CENTER ALONG 48 BOTH VMS U THE RAW FLOOR. MD-DETI OF RAN FLOUR. NUM 1 MICONCRETE COVER r/} w' 5. ROADWAY CURB I CURB NO GUTTER SLOPE TRMSITIpHS /OJACENT TO CURB TYPE A RAA.S ME INCLUDED N PAYMENT FOR COBS / CURB AND GUTTER, PERPENDICULAR S. CURB STAMPS ME REOJREO FOR SIDEWALKS AND SHARED USE PATHS. THE MOTH OP THE CURB RAMP SHALL MATCH SIDEWALK WOTH WHEN CURB RMPS ARE USED R CONJUNC ON WITH A yWED USE PAT, THE MNMW WIDTH SHALL SE THE WIDTH OF THE SHARED USE PAT. 5NW 7 DEFECR�ELWAAFRIILFLOWL EXTEND THE FI,L WIDTH OF THECLATI B. CURB RAMPS GULL BE INSTALLED AND LOCATED W THM PE IESTRUN CROSSWALKS 1$ � MAX 1 AS 5110'AN ON PLANS OR AS DIRECTED BY THE ENGINEER_ CURB RAMPS 9NOA0 V"µOETSSE,Ei�AlEO BEANO VENUE STOP LNP LIGHI POUES.FRE NVORANTS.MCP TYPE B 9. RAMS MAY SE PLACED W RADIAL OR 1ANLENTIAL SECTIONS PROVIDED THAI PARALLEL THE CURB OPENING IS PLACED WITHIN THE OSS THE LIMITS THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION Or THE CURB OPENING IS 'j/F1ti24�"A''L;y''IFGiG3,l PERPENDICULAR TO THE CURB. ;=ATJ�IF ' ,Vl(I0, DEIECIMLE WANING SURFACE PANELS SHALL BE WSINLED FLUSHWIT.THE BACK Of CURB.1IF WHERE CURB RAMPS INTERSECT A RNRA SECTION OF CURB AT MININGES OR STREET CONNECTIONS TIE DETECTABLE WARNING SURFACE SHALL HAVE III, - A FACTORY RADIUS OR BE FIELD-MDDFIED AS RECOMMENDED BY THE =UF A1IURER TO MATCH THE BACK OF CURB SEE CG-U-INS PAGES 204.06 AD 2CA 07 FOR METHODS OF MSIALLNC DETECTABLE WARNINGS ON A RADIUS A.AN AT x J 2' COWER TNM RODE OF PAVEMENT AT xx ,SAME AS TOP Or CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME xI of 1 ISLLAG C 000 0 0 3� �.000or. O OO OO O T Y 0 0 0 0 0 0 0 0 0 0 LANDING PUMP H O 000000000000000 Ie 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IR 0 0 D. tw�SOD65X OF A DIAMETER 0 0 D 0 0 0 O 0 O O 0 O O O O TOP DIAMETER O O O O O O O O O O 00 O O O DETECTABLE WARNING AT BACK OF CURB "-14" L VARIABLE FULL WOTH OF RAW FLOOR _I SEE NOTE 11. RASE pAAET R I- PAY %.0 TRUNCATEDM DETECTABLE WARNING DOE DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VOOT A COPY OF THE ORIGINµ SEALED AND SIGNED GNAWING IS ON FILE W THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET Iof s REVISION DATE (GENERAL NOTES) IM 0419 504 20A 01 VIRGINIA HEPMTNEryT pF TPMSPoRiiigN 502 cc :2 A •S WWElc. B"LONGA RMST9RE AT R" CC 5,. AAN. CONSTRUCTION 5'MaN .IMJT `a A- MIT NM =I.3 T B 12, �W\ IT WIN AT. 2;1 NMWITH BUFFER STRIP RµP RNIPVICE IMLEI ISEC iAHEI IR ,., TH GUTTER PM SLOPECUTTER PM A TO 20:1 THROUGH RAMP LENGTH 5' INN TO 20n THROUGH RAMP LENGTH WTTEP PA 4A7 WUM SLOPE 20:1 -- uIA_ t v.} sR d. SHAPE ofRDAow4v CIwBAC WITHOUT BUFFER STRIP BACK o1C 4 ,URS 1 AN EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT ApC 4I,MA. 2 MN. SECTION A -A L.MNc .BIMu `vD IN"Y 1 tt 1ECYA8LE WANING SURFACE CONSTRUCTION NRB C WSTRICLIIXY AM CROSS AUK 'VP SECTION B-B poAS NOTES: caNCRETE °1MB ONE DIRECTION I. FDR GENERAL LADIES ON THE DETECIABE WARNING "FACE. ONE DIRECTION WITH BUFFER STRIP ME SHEET TOF 5, WITHOUT BUFFER STRIP 2. THE ROAMED LENGTH Of A PARALLEL RAMP 6 UNITED TO 15 FEET. REGARDLESS 0/ THE SLOPE. 3. GUTTER PM SHALL BE A MAXMUM SLOPE W 20:1 AT THE RAMP OPENING A BAGONAL PLACEMENT S HOT PERMITTED. TYPE B PARALLEL APPLICATION flOAOWAY GRPOE LENGTH N PERCENT'N FEET 4"CURB 6"CURB 4 6 1 5 7 2 5 8 3 6 9 612 5 5 La CRDSSWKNLROSSW VpCWRMWREIE CWSSWAK jIIII� TWO DIRECTIONS SMALLER RADII LES�K WITHOUT DUFFER STRUM TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP XVDOT A COPY OF THE ORIGINAL SEALED La CRDSSWKNLROSSW VpCWRMWREIE CWSSWAK jIIII� TWO DIRECTIONS SMALLER RADII LES�K WITHOUT DUFFER STRUM TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS W FILE W THE CENTRAL OFFICE SPECIFICATION Raw AD BODGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION SHEETM4.033 OF 5 REVIvpN DATE 502 oz D4/19 VIRGINIA pEPMLNFNi OF TRANSPORTATION 504 CG-R I ? i55-- a A >a STREET APPROACH SAME 9FFKmG RADIUS TO BE AS I '�' CI GENERAL NOTES AS MANLNE ROADWAY (WE NOTE 3) SHOWN ON PLANS) 1. WHEN USED N CONAMCTION WITH STANDARD CC-3 i1 - - - (RADIUS TO BE M SHOWN ON PLANS) OR CG-7. THE CURB FACE ON TINS STANDARD 5 TO BE AMUSTED TO MATCH THE MOUNTABLE CURB CO-2 OR CO-B L - _ _ _ Yr COIFICLRATRNIT 2. BET STANDARD CG-12 FOR CUR RAMP DESIGN TO BE / W 0 SDEWALN USED MEN THIS STANDARD. SE NOTE 5I OPTIMAL UNPAVED SPACE FLOW LNE PAVEMENT PTYSTALL NE CONSTRUCTED TO THE 3. R/ LINE RICO LM (EXCEPT MY ---- �N PAVEMENT HIGH CAN B REOURED FaR MAraFE PAVCYEHT WHICH CM BE EI;MON Ot EXPANSION OMTTED N THE ENTRANCE.) 'mil' 4. RADIAL CUR W UNBNATION WIN AND CUTTER THE P/W LEE NOTE: WIDTH ^8. 2'-0' OR AS NMI IMMUNE ROADWAY EXCEPT FFORSEAFRILEYENiEPURPPOSEESS, SHOWN OR TYPICAL VICTIM. A PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE AADI CANNOT ACCOMMWATE THE TINNING REQUIREMENTS OF ATICPATED HEAW TRUCK MAIANE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK M CURB RAPS. D'PMMOLD CURVE (ENTRANCE MY) WITHIN THE LABS OF THE RADISHOULD BE INCREASED TO 7". ISEE CG-U) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE BX MM. D SLOPE CHIGOE - - - - U ® - B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LYE REWIRED i0 PROVIDE POSITIVE DRAINAGE ACROSS YAMLNE ROwWAY - - - - - - - - - - - - - NOTE ]l THE ENTRANCE. E BT YM. ® - 0 - -- 7. THE DESWMLE AND MAXIMUM ENTRANCE CRAM CHANGES SLOPE ONADE - 0 0" ME LISTED W THE ALLOWABLE ENTRANCE GRADE TABLE THESE VALUES ME NOT APPLICABLE TO STREET CONNECTIONS. 5 MIT COMMERICAL ENTRANCE INTERSECTION NOTES e. WHEN CC-R 5 USED, FOR STREET CONVECTIONS, THE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN KCCRDMCE WITH SECTION A - A AASHTO FOUICY AAD THE APPLICABLE REQUIREMENTS OF THE VOOT ROW DESIGN MAUK. FELUAW STOPPING 9GHR DISTANCE AND K VALE REQUIREMENTS. 9. OPTMXML ROWLNE MAY REMUE WARRING OF A -IT 4"�- PCRTgN OF GUTTER TO PROVIDE POSITIVE O1NNwE MANDSS THEINTERSECTION IT_1IB ALLOWABLE ENTRANCE GRADE CHANGES -- aMs A] - CONTE , CONLREI SECTION C-C NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AS F CAST IN RACE, 40M FEE IF PRECAST. 3. COMBINATION CURB N GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUB)SHALL BE PM FOR AS RADIAN COMBINATION CURB & CUTTER. 4. FOR USE WITH STMIIRED OPEN -GRADED DRAINAGE LATER, THE BOTTOM OF THE CURB AD GUTTER SE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. A10WMLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN N MPENUX A R OF THE VDOT ROAD DESIGN MANUAL. D I • ' r+r D,' D. ' D ' D, .'A .'A ,' .'A J'A ,' .'A THIS MCA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 5 MAINTAINED. 8" VDOT 21A Compacted Stone Under Curb MNl COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A DOWEL 8" LONG W IF C-C B t M "AX B ,�LL A �i0�'i TTHHIRI GUTTER PAY i LENGTH iRM151T� N1N GUTTED PM SLOB A WirCR PM MMMUM SLOPE 261 TO MI THROUGH RAMP LENGTH 1'-0- YbL BK.N OF CARE I2H MAX. IB!I MAX. 20'.I 2'MN. SECTION A -A 1ERM5SIBLE 'GUE'MEUNUCtION SECTION B-B NOTES: I FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOf S. TIUS DESIGN 10 M USED FOR CONETRUCTION THAT NCORPoRATES WOER SIDEWALK. LANCING WAM)REOIYRED Al TOP OF CURB RAW. MNAKIM CURB RAMP LENGTH 8 FEET FOR NEW -ONSIRUI I TER PAN SAAL. SE A MAXIMUM SLIME OF 201 AT THE RAMP OPENING. '.IAGONµ PLACEMENT IS NOT PER IIrEO. A THIS AREA MAY PE CONCRETE AT THE OPTIINI OF THE CONTRACTOR `..'."" 2011 CG 'I I EXAMPLENSTALATION METH SEE IPLANSLFOR LAYOUTOOS III AT INTERSECTION WITHIN CROSSWALK SPECIFICATION A COPY OF INE ONTI SEALED AND SHAED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDOT REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AW BRIDGE STANDARDS 1D5 TYPE A (PERPENDICULAR) APPLICATION Rfv19W DArE sHEEI F G s 502 SD4 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/19 2D4@ CC-12 A S yW,I JOINT 8LC LON51 IF'•-1i P x ly xx 5. N xx 6" _ L'TYP RM4TI0N GUTTER PAN SLOPE 2 W� IYO AT x F' PAVEMHIGHERENT 11HM n TOR O FO;t iMR01KX RAMP LENGTH YC EDGE OF PAVEMENT AT xx,SMAE AS G;' 11 _ A E 1 GUTTER PAR MAXIMUM SOME 2O1 TANGENT PLAN .. xx a v' x x uAx. A;t SHAPE TO MATCH FACE OF ROADWAY CLUB N MN. 5'-0" MN 1'TYP 2' MN. AT x , 2" HIGHER TWIG OF CU Q' 14M 4 t M EDGE OP PPVENENT 20 1 • - 1 III SAME M TOP Of CURB SECTION A -A Y= 3 P 0 4p V TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE N PERCENT MNIMLM RAMP LENGTH N FEET 4" CURB I B• CURB 0 2 4 1 2 5 2 3 5 3 3 8 1 4 8 5 5 10 6 ] " 7 13 5 B 5 15 � IIFII' CROVSWKK� EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: L FOR GENERAL NOTES ON THE MTECTAT.E WARNING SURFACE. SEE SHUT IOF 5. 2 THE SELECTION OF CURB TYRE AND THE CONPIGURATIW OF THE BUFFER STRIP MAY VI TO MEET EXISTING FEW COWITKNS AND ROADWAY GCOMETRICS PROVIDING THE DIMENSIONS AND SLOBS ARE M NOTED 3. 1H6 COMBINED PMALLEL i PERPENOK:ULMI OE9W CAN BE USED WITH ADAININT; BHFERSRTRPPE, RPENDICNULAR 87HONTi 70 TTHHETSTTREET CLAN BE PSROTECTEDKBIT A"L NDSCA"APED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 4. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF ]GU AT tNE RAMP OPENING. TNE REOUREO LENGTH OF A PMKLEL RAMP MII55 5 MAGONK PLACEMENT 6 NOT PERMITTED LOURED TO 5 FEET, REGMDLEVS OF THE SLOPE. 'CATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE- �VDOT CG-12 DETECTABLE WARNING SURFACEI ROAD MID MIDGE STANDARDS ors TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DAIS SMLT 4 OF SUE VIRGINIA DEPARTMENT OF TRANSPoRTAEON 04/19 204.04 CC -SIB USE CG-9B FOR ALL DRIVEWAYS EXCEPT FOR ON ROAD E WIDTH OF EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JNIM- HALF PLAN C ENTRANCE W_ LIMITS OF PRO. 3 ACCESS RDUTE ® o LMTS OF PED. ACCESS ROUTE NON -TRAVERSABLE -' uNPAVEO SPACE p cl n"r UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITONAL RIGHT-OF-WAY 5 RE IRED F THE LIMITS OF PEDESTRIM ACCESS ROUTE EXTEND BEYOND E%ISTNG OR PROPOSED VDOT RI T-OF COAT. U0" J •a. EB PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT 16 b4 o4 e9S PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND ToPo OFDCURB MINMUM SHOULDSGE 6'. SECTION F-F K WIDTH W F PEDESTRIAN ACCESS ROUTES I ME BEING 6 REIDED. A MINIMUM a' TRAVERS LE WIDTH ,,, 1" 5 REOUWED WITH A MAX. 22 CROSS SLOPE. 'H.==.N WHEN USED N CONJUNCTION WITH STANDARD • o. CG-3 OR CG-7, THE CURB FACE ON TITS STANDARD IS TO BE AMUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, Re Pb4s4e e I UNPAVED SIDEWALK PARABOLIC SECTION E•E - 51'ACt CURVE SPACE NORMAL GUTTER ® ® ___- ® IF It _ N. .17-- . p o *OX TO 10% CHANCE ^e4 e4&esA$4R44q BE o=oYe. bd . CLASS AS H.E.S.)CONC. 6" MGR. BASE o. TYPE I SIZE 2R ' 5-O, n N. 12% MAX. SLOPE POINT OF GRACE CHARGE 1. • A'. • a. FOR CURB AND GUTTER ONLY NK gAo•o e.e 4e. o4e4e o F R WHEN CURB AND G iTEP x x 12 X MAXIMUM INCREASE IN SLOPE AT MNIMOM 10' INTERVALS SILT CONCURRENTLY SECTION D-D NOTE, ALLOWABLE ENTRANCE MADE TABLE 6 NOT APPLICABLE TO STREET CONNECTIONS 11 SPELEICATNIN \\AYIT SPECIFIC; REFERENCE METHOD OF TREATMENT Pow AND BRncE sANDARDS REFERS Sae (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION (LATE SHEET 1 OF I 5pp VIRGINIA DEPARTMENT OF TRANSPORTATION,p4 ENTRANCE VWUME MADE CHARGE "0" pEALABLE 1 IIAIIMW HIGH I MORE THAN IBM VPD 1 0 i 1 3 X 1E.OIIM I NO- I500 VPD 53i 1 6X LOW I LEA THAN 500 VPo I 18% I BX SECTION C-C X X X 3 X MAX MUM DECREASE IN SLOPE FOR FIRST IWINTERVK MD 0 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM NY INTERVALS STANDARD ENTRANCE GUTTER XvR�T ROAD ND BRIDGE STANDARDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) REV610N DATE SHEET T of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION OM13 203.p2 'ACK COAT THE PROPOSED '(INSTRUCTION ,KHMT NOTES; 1. THIS REM MAY BE PRECAST OR CAST IN PLACE R. CONCRETE TO BE OLIVES AT IF CAST IN RACE, INDEX PG F PRECAST, 3. COMBINATION CURB % GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COLBNATION CURB & CUTTER. 4. FOR USE WITH STABLUED OPEN -GRADED DRANME LATER. THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE OF SUURASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. µLOWABLE CRITERIA FOR THE USE OF CG-7 6 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE MIT ROAD DESIGN MANUAL. 6. WHEN THIS STANDARD 5 TD BE TED TIRO EXISTING BANDER CURB. THE TRANSITION 5 TO BE MADE WITHIN TOM THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS MO. THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ME TO HAVE THE MOUNTABLE CURB CONFIGURATION INCOFPORATED, YR R" I- �r R • 4' rq 7' •----------- THE BOTTOM OF THE MIND ANO - GUTTER MAY BE CONSTRUCTED PARAIEL TO THE SLOPE OF SUMASE 7" 21_0" MIN TH T 6PROVIDED PoM CO 8" VDOT 21A Compacted Stone Under Curb COMBINATION 4" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSOORTATION TRAVEL LANE ASPHALT PAVEMENT WOENIRG ` + CODE OF CUBING PAVEMENT 1AS DETERMINED N FIELD) CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MANNAW I'/I ARCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5H MINIMUM 12 WADES, OR GREATER AS NECESSARY TO MUT THE FULL THICKNESS Of EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 31 NOTES .uT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE MTN CURRENT VOICE PROCEDURES AND RE APPROVED BY THE ENGINEER. T IE PAVEMENT US" FOR ASPI PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AD TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUSSURFACE MANAGE OF THE [IISi1xc AND PROPOSED PAVEMENT SHALL K ADDRESSED M THE PAVEMENT DESIGN. ( AA CHAELNi Of THREE ETIff CORES CORESSHALL LSBE TAKEN SPALONG ACED THE CENTORE ER Of f5 THE FEET TRAVEL LAVE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING + THE ADJACENT TRAVEL LINE SHALL BE MI A MINIMUM DEPTH OF ITV, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE 70 MATCH THE PROPOSED PAVEMENT MUNI SURFACE COURSE.UM.E55 WAVEO BY THE ENGINEER. TTHE EENEENGIEER MTEC1TVFAYREMPIE 4INCC MLLNG DEPTH W THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE 6. EXISTING PAVEMENT MARKINGS AD MARKERS WITHIN THE PROJECT LIMITS SHAL BE RESTORED NINECT TO THE APPROVAL OF THE ENGINEER, 7. FINK TRANSVERSE PAVEMENT UE-N SHALL CONFORM TO THE REOUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL ANTS AT TE-N LOCATIONS SHALT BE if5TE0 USING 0. To MOT STRAIGHTEDGE AN ACCORDANCE WITH THE RE WIREYENiS OF SECTION 35 OF THE SPECFICATONS. ROAD AND MGM STANDARDS GO-12-INS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT Of TRANSPORTATION DETECTABLE W 105 502 A%emarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County- The following is a list of the niinitut ni information required on the drawings- Additional information may be requested The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads. please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. .As -built-` must be labeled on the drawings with the date of preparation or revisiom- 4. The constituted location of all items associated with the road construction must be shown The items include. but are not limited to the following a. Horizontal Alignment - Show and label measurement points. and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a mimn»um and at frequent enough intervals to accurately- portray the as -built centerline. and the position of the roadway Within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction- b. A ei- ical alignment - Show and label measurement points. and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type_ Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation- Nfeasurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline- For alignments III deviate sisnificantly from the designn provide curvature and sight- distances- Corrections may be nqu fired for alterations from the design alignment- b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges- Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk as well as ramps and curb cuts must be included. c- C'ulver'ts. Pipes and Drainage Structiu'es - Display the installed type of drainage structure. cuhert pipe size. material- inlets or end treatment(s). inlet and outlet protection- alignment and invert elevations compared to design- For slopes flatter than design. or inverts shallower than design provide computations verifying design standards_ d. Ditch Lines - Display the constructed location of all ditch lines. including typical section. direction of flow•- and linings- e. Drainage Easements - Show all platted easements with dead book references labeled Drainage must be within platted right of-wav or drainage easements. Provide copies of recorded docunments. e- Guardrail - Display the constructed location of guardrail. including the guardrail type. length and applied end treatments. compared to design f Right of w•ay and associated easements - Label deed book and page numbers for all dedicated right- cf-ways. sight easements. slope easements. etc.- and pfo ade copies of recorded documents. e. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction- CEIR's. and pavement applications. h. Street Tires - if street trees are on the design plan- provide design and as -built locations and species. i. Sums - Show all installed signs and pavement markings. Include any pedestals or other features. 1 )AS -BUILT REQUIREMENTS C15 Not To Scale F�Kx d A A 4" - 3,000 PSI CONCRETE 315 O G° G G G G A G G 4" - VDOT #21A BASESTONE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �I I II I II I II I I -I I II I COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION C15 %Not To Scale EXAMPLE RADIAL INSTALLATION FACTOROHY FOGF Y EDGE TO 1'0E1ELi ABLE �WMNNG PANEL TYP. �M DASHED � EIAWRNELOLir-\�. / - - - - 'l� i EXAMPLE BLENDED TRANSITION - - - - - - ^"� ' (NOT FOR USE IN MEN CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES I LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED MEN r 2'. ]'DELfCTMLE A M AXMHALL N 2" OFFSET FROM THE BACX OF CURB SHAVE A RADIUS 10 M 1 WeMO PANEL MATCN RADIUS Or THE CDR. DETECTABLE WARNING PANELS SHALL HAVE A Il r2'A SDEnCTABLE T. 4'DETECTABLE� I IMMUNE PANEL FACTORY RA)NS OR F APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. �WMNNG PANEEL 2. JONTS BETWEEN MTECTML£ WARNING PIXELS SHALL BE FACTORY EDGES. ` GUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS. 3. ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE NOTIFIED TO FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MCMYMG DETECTABLE AMONG PANELS. 4. DETECTABLE WARNING PANEL SIM SOWN ARE FOR EXAMPLE _ PURPOSES OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN / CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURS RAP LOCATION. L-FACTORY EDGE to 5. SITUATIONS BLENDED TADMD CURB PARS ME FOR ALEENOT DA9ED LINL - FACTORY EDGE T WHERE STAOMO ORECTNNAL CURB RAMPS ARE NOT FEASIBLE DUE t0 91E DUE EXAMPLE C1.1 CONSTRAINTS. BLENDED TRANS110N CURB RAMPS ARE NOT PERMITTED PATTERN 2. ]'DETECTABLE FOR NEW CONSTRUCTION WARNING PANEL S. PARTIAL DETECTABLE WARNING COMES THAI ME THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 7. CAPS BETWEEN /AUAMNI DETECTABLE WARNING PANELS ME NOT PERMUTED. B. SEE FILMS FOR CROSSWALK MARKINGS, TUBING AREAS. ROUTE MI CRAM CHANGES, AND RAMP CONFIGURATIONS. �VOQF A COPY OF THE OWGINµ SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECFi A11W ROM AND BWDGE STANDARDSCG-12 DETECTABLE WARNING SURFACE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VIRGINIA CEPMTWENT OF TRANSPORTATION REFERENCE wi SD4 tEl z DE 2 REv51W Dr,rE MEW DA/IB 20407 CR-2. 2A X 273'4" MIN - 283A4" MAX RAIL HEIGHT 6,_3JJ 6J-p• 3'-1[/,' 3.41 3. T/z" z 9W. N A NNN ,R"/YNM MA GR-2 GR-2A I 18'-3" PoSi SPACWG) U 1/In PoST SPACNGI MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GU DLOCATIONS SHOWN ON FILMS ARE APPROXIMATE ONLY AW (�/\fl� _ A(�IIIIIIIIPL�LIIIII/�l ADASTEO DURING CONSTRUCTION F AND AS DIRECTED B THE THE ENGINEER_ FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET W. SOLD5. +OPTIONAL Gi-2A METHOD a CPRWAL MOO METHOD USING NESTED RA MMG ADDITIONAL FOR DETALS OF RAIL ELEMENT. RAIL SPLICE HINT. AND RAL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS-SN.01 AND 501.02. A WHEN NESTED RNL OR ADDITIONAL RAIL 5 PLACED ON BACK OF POST RNL ELEMENTS ME FURNISHED SHOP CURVED FOR RAMP FOR GR-2A THE POST SPACING WILL BE 613". BETWEEN 5 FEET AND IN FEET. ALL IMMORAL POSTS SHALL BE SET PLUMB. P%T SHALL. NOT BE SET WITH A VABATION OF MORE THANA" PER FOOT FROM VEFI W-BEAM.BLOCKOUTS.AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION ON FORCE. AS PER SECTION 505 OF THE SPECFDATIONS. ALL GR-2 AND GR-2A RNL SHALL BE MANTAINED AT A HEIGHT OF 27)1" MN - 2111 WAR AS MEASURED PER STANDARD GP -INS. AL TO RALS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHEDROADWAY. THE OPUONµ GR-2A METHODS OF NESTING THE RAIL OR USE OF AN MOTIONµ FAIL ON THE B4CK OF THE POST FOR STANDARD M-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FUME RATES DESIGN SPEED I ASIDE SIR NNE I BEYOND I SHY UHE WITH LINETIME US RATE RARE MATE 70 9' ]pa 15n T 80 B' 26+1 ton 4 50 6.5' 21:1 11;1 40 5' W:I BM 30 4' IYI Ti fi •.SUGGESTED MAXIMUM FUME RATE FOR SEAHRIOO SWIMIR SYSTEMS VDOT A COPY OF THE ORIGINAL SEAIm AND SIGNED TRAINING 15 ON FILE IN THE CENTRAL OFFICE AND BRIDGE STANDARDS - - STANDARD BLOCKED OUT W EAM GUARDRA B R IL I OF a REVISION DATE (STRONG POST SYSTEM) oeA14 VRFMWA DEPARTMENT OF x TRANSPORTATION 3" MULCH TRAIL PRIMITIVE TRAIL SECTION C15 Not To Scale 2" OF SM-9.5A SUPERPAVE 4" - VDOT #21A BASESTONE OOOOOO ��0 0 COMPACTED SUBGRADE a� TYPICAL DRIVEWAY SECTION C15 / Not To Scale W. WASHER 8 IVIII BOLT ),"HOLE TREATEC 'K PK BLWN OR �" HOLE i )., 0 RECYCLED MATERUL. ONLY. STEEL VD AL s°cc NOTE 55. w 6" WIDE BLOCKOUT IIITMEED PRE BLWk i A3A, h T TEEpp SWTIEW4 PIHE � I u �,J �• BOLE 6x8 WOOD POST Y4.•- T* RHE SIX B_Ogf, TREAT THE CRT POST 5 FOR USE WITH THE STANDARD M-IO TYPE IAOR WHERE F: ]� 4" WIDE BLOCKOUT SPECIFIED BY THE ENGINEER IN THE PLANS. POST MAY BE HOT ROLLED OR WELDED TREATED GR-2.2A X.. FOR USE WHEN REFINING DAMNED GUARDRAL CONTAINING STEEL SLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THM 1'-0" S TING POST B'-0" POUT WMDRAIL REIGNED 5'fEf T Rfq A DETAIL A SKr GUARDRAIL INSTALLATION T SITES REQUIRING LONGER j GUARDRAIL POSTS NOTES. I. ALL BOLTS. NITS. WASHERS. AND OTHER STEEL ITEMS ME TO BE GKVMI7E0. 2. ALTERNATE TYPE POSTS AND BLCCROUT MAY BE INTERCHANGED ON MY ONE PROJECT WITH THE RESTRICTION THAT THE SAME TYPE OF s POST AND BLOCKOUT MUST BE USED N MY SNGUE RUN OF WARDRAL. p 3. FOR DETAILS OF CWRDRAL ELEMENT SFUCE 1 JONT. HARDWARE, ETC. SEEN NOS. SDI.01 11III 4. ANO NIM2. CARVE NA- ON BOTH SIDES WITHIN 2" OF TIE TOP OR BOTTOM T OM O BLOCKOUT AFTER Yi" + IB CRT POST STEEL POST SPECIFICATION SPECIFICATION REFERENCE REFERENCE A COPY OF TIE ORIGINAL SCALED AND 9GNm MAMAS 5 ON ME IN THE CENTRAL OfFILC- STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 2201 221 (STRONG POST SYSTEM,POST AND BLOCKOUT DETAILS) SOS VRGMM DEPARTMENT OF TRANSPORTATION ROAD AND M. STANDARDS VISION DATE SHEET 2 6 2 MINT SOLGO SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I�0 M. SiIIMP No. 45183 �131 itov��`AGw�I 4nAtAT ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. VDOT ROAD DETAILS C� 144 ES-2 SI1 CID-1 PAY LINT Ni BIM W S C-C M. BS B/IIS I EW-12 • C C-C M. TOP OF CUT PAY UNITS FOP (TYPOKH PAY LRE LENGTH OF PIPE C E •.: •.:• ..� ' DARTER �9 DIAMETER CGIECTGR AOPF 1• L•.:'I_:•'•I--. •1-' IJ •.I'. -I -1'.•I i(' •• "• °� -�'\J` PAVEMENTLNSE DITCH LINE E�LBDWN�OUTLET PIK O / LL M+PPO%. Y/NI DEGRADE BECTON j s�IwroEDr �naN -A KE sD� I A I I I I I A e TT a COMBINATION UNDERDRNN CID LOWER END OF CUTS /. LARIEsr PPE - ROD I. I CENTER LINE SECTION TBAv¢ LNES �%� SHAPE TO I I •: II II I I 30° DIAMETER + 1 :• (WITH TYPE I SELECT MATEl8FL1 ANT , I I' r1 1T ` rr I ALTERNATE CONNECTION ____ I 1 TRENCH PLACEMENT EaE OF PAVEAENT PAY 11Rg FOR I I I TT am m 4PIPE 5. I TYPICAL CROSS-SECTION - F PANDENI SURFACE Y BASE ¢Bow I TOE PLATED TTTTTTZ I TTT-••.E OF FRL j • I SKIRT SECTOR ORCED - - .o c.e- FSELECT MTFAK TYRE IOR[ •i/ fT mP ) /. EDGE - - a P - 2 f DIMENSIONS :•' •. ' •• :.: [ • ::::. a ALE) AGGREGATE, 98 AGGREGAT W CRUSHED A PINE SHEET THICKNESS A B N E W •••• GLASS MEETING Nb EPADAIDN REOUEE]QTB PLAN VIEW DIAMETER STEEL KL4ADM r TOE. MAX. r TOL. T • TOE. 2• TOE. L PLAN • III TM�IESSSS AND PLAN T �0ra"� °RAN FA°XC (PLACEMENT OF CD-1 COMBINATION UNDERDRNN) 1Y• P' Ow e• 1. r 2r N• AGE TO ORMN TO INVERT 15" .064• .HBO" )^ 4- 9 OF OUTLET PPE PA0%. 54' 6• 3r 24- OR SECTION A -A \,it" W ' 2V 4^ 1-- q�. }g. 4 .. 24- 34" .06a- .HBO• p^ 4r 24` t- PAVENENi SRFACE 6 BASE iRNISInON BETWEEN PLANT 2)JB'D {' .0)s" W 60' JY 36" W_A+AS' •. �.• 1B-G,_ - • ' �- SUBBASE OR CEMENT STMEUED SUBBASE PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS aFFERENi 9iE4 OF lT' 4" .VS" ro" 6P 8!" 56" - PRES ARE ENCOUTEPID. �e aB" .064" .1S" + " )8" 24' AJ CWGEIE CLA55 N CONCRETE IGEAENi W L9ff STABEIZED) °-eoeo _ po-oaoa-gLECi YAIEPo/L TYPEEOR SIIBGRME SA, .aH"/.OJ9" .p5" 16'• M" 36" • BO' .OBI"/.0>9" .V5'/.1 '. .' BT' , }g. •• � •. o E OR SECTION A -A l� BHA 8 LEIMONIGG HS GRADATION REQUIREMENTS. GENERAL NOTES SECTION B-B FABPoC \ 1. THE 1. UAESE SAT MIS POINT TWHEN ON SUBBASE UN D BLOCKADE GULL NOT BE SHAPNOTES' \ NOTES:NDARD LOCATED AT MIS PANT WHEN BOTH SBBASE NO SNGRADE ME ST.MBL®. MATS DR OF IS TO ND R4.El AVERTS N ACCORDANCE S CE WITH 1. TIE HE DRAIN SAFETY UMSLAB MEET S TO SE USED ONLY WHEN SPECIFIED N THE PENS \ ON THE WMNMi SUMMARY SHEET ARO/OR THE ORNNIGE DESCRIPTION FOR ARMOURS TK DRAWNC 6 TO APPLY TO TNOSf STRUCTURES $PECFFD SCOPE TO OPNI L TOE RATE f0 BE PUNCHED TO MATCH HOLES M SIORT LP y�S" GKVAVJED HOLIS TO BE JUNCTION BOXES 4SM DROP BEETS WITH HEIGHTS GREATER THAN i2 FEET, TIE SPADfIO 2. TRENCH SHALL SE FLLED WITH AGGREGATE AND THROUl9LY HAND TAMPED TO STRUCTURE. OUTLET INHERE INVEST Of PPE Is ABOVE AVERT OF \ TO PPIK - - - - - FIWLLIED. LENGTH OF TOE RATE IS W • V' FOR W TO J6" DIAMETER PPE AND W • 22" ADJACENT SAFELY SCARS SHILL BE B'TO 121 NO SAFETY SLAB LOCATED WITHIN 6 FEET INSURE COMPACTNESS FOR W, TO BO" DINETER PPE. OF THIS TOP OR BOTTOM OF THE STRICTURE SAFETY SLIMS SMALL. NOT BE LOCATED BELOW MANHOLE W DROP MEET IS TO DE FORMED AND CONSTRUCTED ANY MEET PIPE OF W" OUJETER OR GRATER. NON -PERFORATED OUTLET PIPE J. �WKRiT�PPpE,,09 W'Lp �ADNON",1TOEnvAREK�iF1 To�ilE�"VsxOULLi.OEE R�SLavEX,Oi z"iWl'Y3 z N ACCORDANCE MTH APPLICABLE STANDARD OR SPECIAL MANKIND. • • 2. SKMT SECTOR V" TO SDI' DIAMETER PPE TO BE WAGE N ONE PIECE. THE AVERT SHAPING AS DETAILED HERON IS TO CONSIST BE A 2. THE COST BE THE SL-1 IS INCLUDED N THE COST NT THE STRUCT RI SEE CART N PEACE !WARNINGS DESRABLE) LLRAGE, PORTLAD CEMENT CONCRETE MIX CONTOPWNG TO C M OR / / e ::v',.. _ 3. SKRT SECMTN FOR 36" TO 54" DIAMETER PPE MY BE WADE FROM TWO SHEETS JbEO BY FOR FURTHER DETAILS CRUSHING STRENGTH 4. ON CIEb HID GUTTER SECTIONS. WHERE IT B NPOSSBLE TO OTHERWISE PROVIDE GLASS Ct EXCEPT THAT 25X OF CDNSE AGGREGATE MY BE :.R,J'irt:, • DARTING OR BOUTNG ON CENTER ENE, 60" MAY CONSTRUCTED N ] FECES. J. ACCESS OPENNGS ARE TO RE STAGGERED FROM ONE SEE OF STRUCTURE TO THE TYPE OF PPE WHETS FOR IWDEADRANS, THEY ARE TO BE LOCATED SO AS TO GUN INTO GDP LP TO {J N MA M AND CONSIST OF STONE, BROKEN BRICK, / • .:�;�<_1;':n _�:�: " - I- - - - - - - - _ I • - {, CONNECTOR SECTION. WANTS RAZE ND TOE PLATE TO BE SATE SHEET iMCxNE55 AS SORT. OTHER MERE APPLICABLE. STEPS ARE TO RE STAGGERED ACCOPCNGLY. 4 5 BNS W a C-0 TYPE W.T. 4- NW. gNEIER MN.T. 6" ROIL DINEIER INLETS W MANHOLES. BROKEN E LEFT W BROKEN CONCRETE BLOCK. THE SURFACE '' 4. SAFETY SLAB MAY BE CAST-W-PEACE OR PRECAST. CAST-N-RACE CONCRETE TO BE sNX I WALL PVC .D3 Q163 OF THE SE LEFT 9AWTM TE MEANS E XND POSED. NC NONE I I V I 'Y.': .. .. S. W SIOWET PINT N LOWIB, TRENCH E TO ff UDFIt ENTER PAVEMENT AREA NT lIE COARSE AGGREGATE SHALL REAIIWI EXPOSED. - • Q ENO -SECTION AND FITTINGS ARE TO RE STEEL FOR USE WITH STEEL PIPE. GLASS AT BE IN PSU. PRECAST WNCRET IS TO M f4000 PSO. RENFORCNG • TOE STEEL TO BE M ACCORDANCE WITH AASIIO Y31. ,ii, SNOOTM WAIL PE T° P9 kkk )° P51 kkk WITH OUTLET PPE W LOW SDE ONLY. RATE fi. FNI-SECTVN ND FUTURES ME TO BE &UNARM ALLOY FOR USE MtM &HAIRED NLOY PPE. PETALS W NVERT EACH RANI AS SHOWN HEREON HIS FOR EXAMPLE 8. INVERT ELEVATKN AT OUTLETEND OF GULLET PIPE TO UC A MNMUY Of?-0 " MOVE PURPOSES ONLY. EST IT THE AR DROP INLET IS TO SHAPED - • '• , 5. LESSACCESS AN30'OPENINGS MY � SO" EKINGDIAMER OR BE SQUARE. WHEN STRUCTUR(STRUCTURE WIDTH IS INVERT EL£VATION OF RECEIVING diN1IGE WW OR STRUCTURE. NpvDURATI TO BUST W THE PARTICULAR INLET .YD WHET IpLE3 W U" QNTER-NIA%. EITHER THE STEEL W IILGMY EED PLASM KTAUED MAY RE USED FOR PLASTIC PPE SIIC `. 3D.. THAN 30" THE ACCESS OPENING SHNL SE RECTARGULM (SfPUCfLRE WDTH BY SHOWN IN ST•p. PC-1 W AN APPROVED RASTO END -SECTION MAY BE USED. JO" LOUIC). CONFIGURATION ARD FLOW LINES. SECTION B-B M WALL NONN SG HAD - INCHES ]. BE ECONNECTIONSSAME (RUSHING, WYES. ETCH WHIN PAY EMITS FOR OUTLET PPE HIE TO B. YIKRE FLARED END -SECTOR ARE TO SE USED MTN ASPHALT COATED AND PAVED METH SE LE THE SAFE CRUSHING STRENGTH TE THE WHET PIPE. PLAN wPE,Ero sfcTwHs oo NOT TEED ro BE COATED aR PAVED. TYPICAL PRECAST UNIT kkk TESTED N%OPWJG TO ASIIA D-2412 AT 3%OEflECTOK B. OUTLET PIPE TO BE SECURELY CONNECTED i0 EW-12W OTHER WIWIO[E METHOD OF TREATMENT IN MANHOLES ELEVATION STRXTAE. �wor SPECIFICATION SREFFgNCE �yDQF XVDOT �EpFIC"TID" xv=r STANDARD COMBINATION UNDERDRAIN SPEa`D"T°N STANDARD METHOD OF SHAPING REFERENCE REFERENCE FLARED END SECTION TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE ROAD AND BRICK STNOMDG REFERENCE ROAD AND GmCE STANDARDS ROAD AND BRmCE SNMDAROS ROAD na BRIDGE STARDMDG MANHOLES AND JUNCTION BOXES SHEET +oft BENISON DALE (AT LOWER END OF CUTS) SEET 1 of I REv6.TW DATE MANHOLE &INLET INVERTS W2 302 12" - 60" CORRUGATED PIPE CULVERTS REVISION DATE SHUT + OF I SHEET 1 of 1 REVSNN DATE 30z b01 106.00 VIRGYA DEPARTMENT OF TRANSPORTATION VNfNA DEPARTMENT OF TRAWHP0RTATON W.03 pg.% VIRGEA !DEPARTMENT OF TRNSPORTAT°N St WMA DEPARTMENT OF TRANSPORTATION 701 A _. DI-3A, 38, 3C CD-2 I- EW-MA Lx-'¢ J0111 IOU KEYED B A h�� SEE STADARD ICFOR DETAILS OF •LET f j JOINT CWGT. BARS IMPROPCH EXPMOED STEEL E%PARGION .PINT ]'-KY' FRAME N COVER BACK OF SIGEIVALK JOINT J GUTTER GUTS OF PAY FOR % WE9R (FLATTENED) 2 BM G WM PAVEMENT OUTLET PPE 8 SEE NOTE 1 n RIP YITTEDTFORRT MY BARS C a• F o T..'.. PRIG BGRAOE TOE OF FEE wo �� GUTTER SUBBASE TOP OF CUT O L SHAPE r0 BE BARS c - BORE c I - suFIBASE Fu Ca6NATW WNBEiR'W ��+I \ BEVELED f--------- - FORMREMOVN) °• 1� ARS F -1-1-� BURS B a W OIT (E T SHOULDER LIE WITH MORTAR T O t I a i - --- CLOHAR�HARE x I yOYI I _ MS F WEEP HOLE I EDGE 6 PAVEMENT WrBEVE1Lor ' _ B_-_-_-___ __ A r A] • - oN SEE NCTEe CARDS COMBINATION UNDERDRNN CD-2 ON FILLS I� o°' • ' • AVERT r " - <n ^- CENTER LINE SECTION"11°'�-- _ N o ,� (WHIN TYRE 1 SELECT MTEMIli 1' F -- ------ _ �•• ' ui F RON a .. •.; STEPS. SE EDGE OF PAVEMENT I'1 - I T ° 2-0 A95 D FACE OF CURB TRENCH PLACEMENT y o 11 NOTE s 9WlLLaFA LIRE L _ 1 C t- ISOMETRIC LR K CONTROL JOINT GUTTER CRACK CONTROL JOINT B ., B �I TOE OF FEL 1 2..0" • PAVEM ENNT SUNNI M BASE NOTES: 1. ••H° MY RE REDUCED WR 'W' REACHES A WORK OF 4" WIEIE �.g� 6' xIN, PLIED SECTION A -A o 0 0 0 «Pe.ec GUTS OF PAY Rat ENOW&L WOULD PROTRUDE ABOVE SOLDER UE. b. BEVEL EDGE IS REOIIIPED ON TIE HEADWALL AT NNE %LET END OF THE J„_ AY _ OUTLET PPE I°'MN'-O-O�o.O�o-o-o.o- M NO CASE SHALL TOP OF EN)WAI1 PROJECT ABOVE ELL ELOPE, CULVERT (WHERE TL1E ROW ENTERS THE CULVERT). E A KEYED COAST. JOINT - - - o-o-o o--XESECT METAL TYPEIOURI °ROW SCOPE, W SW°IE-°ER- a" X STEEL X '/ L-VARIABLE - NnR. zo' -1 r WARPS - PLAN VIEW SHOWING PLACEMENT OF ]. EDGI AT L. E GE. END W THE aAVFRT MY ff EITHER SWARM GUTTER •••••- CD-2 UNDERDRNN 2. THIS ITEM MAY BE PRECAST al CAST N PLACE. EDGE W BEVEL EDGE. PLIED OMB HNC i MN, RNNUEt""S""WR BOLSTSFL 2'_p• B" 2•-g" B" 3•_p'• Y' •:::: EXIST AGGREGATE, 9g IGPIEGATE W CARED N.IWNW RARE - COMPATIBLE MTN POST �� n �B i HIS A �ffl H CLASS YEETNM TB GRADATED REOUEE]ENIS J. ILL CAST N RILE CONCRETE TO BE CLASS AS. FOR PRECAST SEE g. ON SHALOW FEES WHERE ENDWALLS ARE V W LESS BELOW SHOULDER MATERIAL s SHEET 101.02E LET E TOPP OFRO� ENDW U. SHALL BE CONIFAUCTED PARALLEL TO TIME ,,-p., _ Iftft %TEE NON -PERFORATED OUTLET PIPE a0 4. T95 STANDARD TO SE USED MTN STRAIGHT CROSSNGG AND ILL �B - - p615HNG STRENGTH SEWS(O•TO W). 9. Y- CHAPER MY BE PROVIDED ON ILL E]XE9 AT MANFACTUMERS OPTION. U-TYPE R %0 , gig_ °' .j" OR 5. HEX WAIT TO BE REVELED N ALL AREAS EXCEPT WHERE A CONTEXT H 4aFq. ATLI.)33LB5%R? OR B S GE _ 1- _ _ I _ _ 0. -... TYRE NT PRE M W.T. " NO. dI1ETFR k W.T. 8" Mal. DIAMETER MTN AVERT W WNGWKLS OCCUR aNAEf[R &UINUM KLOI !'-O" BARS F Bms E 8061-T6 IG .)8 N - Swcom WAIL PVC .DJ 0.163 W 3•' pAMETER EURS E �-PAVEMENT S2PAGE W BASE $NpOTI WILL PE JB PS kkk )O P9 kMM EW-1 EW-U 5 LBSYiT. WEEP HOLE FRONT ELEVATION BARS F e'• t'-0 a BARS B ° o SIBWSE OR CEMENT BABLQED SUBBASE - - - (GUTTER REMOVED) !, p„ - o O O o • O •° k WKL 1NLI°6'S (AN) - HC16 1114 o e o 0 0 0 0 �-SELECT MATERK TYREI W SUBGRME ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE �� UNDERDRNN OUTLET (CEMENT OR ONE STABILREDI MMM TESTEO ACCORDING TO ASTM D-24V AT 5%DEFLECTION. DIAMETER OF PPE CULVERT s12E OP CLLYRGA. PPE CULVERT aPAR . RISE) MAKER DETAIL g.� _ ".. sx'/," BENT ELATE SECTION B-B . • '. • �' NTT AGGIEGA EB ACRNiECATE OR CRUSHED _ GLASS WEEMS 68 GRADATION REWIREMINfS. praTLE lY 15• M" ZY W 24"Zr' OR OR 36 23"I114• JO"MP 3{122- JB-r2M' 42-X2T• 45"XRB- AW'KJ2" y3'K3{• SECTION A -A NOTES) MIXING GENERA_ NOTES A O'-6' a-e- a-P' 0'-11" I'-O" T-0" A a-d' a-P 0'-D° a-tt' a-tt' 1'-0• 1'-0" T-0' I. TYPICAL ENDWNL TO BE RACED AT THE ENDS OF ALL UNDERDRNN OUTLETS. BANKING LOCATIONS TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 b CG-J STAOMDS. L2'/ "X2'/ •'%'/" WHERE UDERDRAN IS TED INTO OTHER MANAGE STRUCTURES. ENW&L TO BE INSTALLED G&VARI D t TRENCH SXNL BE F%lID MiX AGGREGATE ND TIRd1GILY HND TAPED TO B a-11° M1}' T-J" 1'-d' 1'-0" 2-0' B T-2" T-S- I'-6" I'-b" }-P' 1'-%1' T-TI' I'-tt' PERPENDICULAR TO ROADWAY Apo FLUSH NTH THE SCOPE. TYPE B NOSE DETAIL SHALL BE USED NTH CC-2 B CG-6 STANDARDS. TYPE A TYPE 8 %2' X 4" SitA ]HEM CONNECTOR WELDED (SURE COMPACTNESS. C T-4• T-T° T-0^ V-a' r-0" r-W C T-B" 1'-T• W-T' 2'V' 215• 2'-7l' Twi z'-' GALVANIZED PLATE FOR TYPE A TO HE BENT ON M MOLE OF 68. 30' TO WEE RON AT 2' C-C. 2 WTLEL SITE SHALL BE RICO "PERFORATED, SMOOTH -BORE PIPE, MEETING THE R:WRE4ENl5 WRNECi0R5 MD IS TO BE MCIgREo WITH'/y" % 4" STUD SHEAR MPNOADH AIB pAyEMEM 2. OUTLET PE"E SHILL BEGIN AT THE EDGE OF THE TIRAVFL LACE PAVEMENT AND D 7-0' 11 T-0• 7' T-W. Y-0' D 1'-2" T-T' T-D" 2'-a' 2'-8 2'-5" 2'-W' 2'-1a' CLASS AI OF JO PS TESTED ACCORD! TO ASTM 2412E NOSE PETALS SHALE BE PLACED ON A GRADE PAR&LFL TO T£ SHOULDER SCOPE 2 X AEA. ITS • ED. SORE DNENSIONS CONCRETE WELDED TO BENT PLATE AT 2'C-C. SCALEBLBPLACED PPE 2" F O'-P a-b- a-W' O'•P a-9- 0'-g" F a-e" O'd• a•-W' 11" 0'-9' O'-P a-W a-w L N CUBIC YARDS J. OASEXPANDED STEEL MESH WON SHALL) EGSMALL HIVE DPI NACb OF ACCORDANCE WITH A X T' AND-2 WEIGH IPPRO%. APPR. PAVEMENT 2jj 2'-d 1'�2 O�J OAS CBS. PER SO. FT. MESH SNAIL BE GALVANIZED N ACCWtlNKE WITN ASIM A-12J, THE MESA BROCE SIIBB/6E 3. ON CURB ND GUTTER SECTIONS, ARE rt E IMPOSSIBLE S TO OTHERWISE DRAW INTO DE I I' bHNl EXTEND A MINIMUM OF I" MOVE THE 0.0, a THE PIPE, AND B A RIBBER FOR RODENTS. ETC. HI -SA i L_ pl-3B L DI-}C�`' WARPED PAVEMENT WILERG FOR IRDEPpRMNS, THEY NRE TO BE LOCATED S° AS TO WIN INTO DRIP N 2'-3" R'-tt' ]'-p' J'-B" 4'-3" 4'-0" N 2'-D" 3'-3' 3'-T ]'-W' 4'-0' 4'-2" 4'-6• 4'-0" a^ 4A P-5" O2B THE SLOT FOR THE STEEL MESH 6 TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR Lp-2 �S�S� INLETS W MANHOLES. L 4'-0" V-0- P-0• d-0' D'-0" 121 L 5'-W 7'-2' W-0° 111 V'-2" 101 W-T' U.-If. " ^ 2--low ,•-5' - 0.21 CLEAIDUT PURPOSES- :�..:.. y-p• GAT RISE MATRK TYREI J" 1I'-]1 0.35 SZE NO. 2B (9" a. DEPTH) 4. ON SUPEfELEVATED SECTIONS, TRENCH Is TO BE UNDER EMRE PAVEMENT AREA D W-Y/4" 0'-I a-r' 0•-2'/e 0'-Y/i a-3yi' S 1'-ri' 2'-g• 2'-1' 3'-2" 3'-6° '_W'4'-1• 4'-0• 4. IM ITEM MAY BE PRECAST OR CAST N PUCE. _ _ _ _ _ _ _ _ _ - �, _ WITH OUTLET PPE W LW SIDE ONLY. S. STEEL POSTS AND RATES TO BE PAINTED OR GAVINIZED IN ACCODACE am T1MF RGA) AND t S. AVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF r-0" ABOVE b O'-r 0'-Y/," 0'-1/i' d-2° 0'-2yi 0,_3" p g17/y„ a-Y/i• g,_DI/s•, p,_{,• O'_4'/L• a-4�':' a-d' a-d/:' B9OGE SPECIFICATIONS. IF PANTED THE TINT COAT SMALL BE HO.11 NlX/NW PNHi GR .LOW GLOW I jL0_W T.p•• AVERT ELEVATION OF RECEIVING DRAINAGE DITCH W STRUCTURE. W. T WHITE PANT. CUB(, rARDs II coxcRETE b o'-z• d-zyi D'-zYr a-J'• a-Jyi a-JBS" D•-4• a'-uA'• I J 1 DETAIL WHEN USED PLACEMENT OF CD-2 UNDERDRNN AT 6, KL CONNECTIONS (ELBOWS, WTES. ETC.) WITHIN PAY GUTS FOR WTEI PPE ME TO 9. WARNER TO BE RACED AT OUTLET END OF NL LNDERMAN INSTNLATONS BANKING LOCATIONS BRIDGE APPROACH SLABS BE OF THE SAFE MUSING STRENGTH AS THE OUTLET PPE. CUEIC YARDS OF COMMITS WHERE UDERWAIN M TIED INTO OTHER DRAINAGE STRUCTURES. E11•-YJOR OTHER DRNINU E C C.M.PPE 0.257 OA92 0.68] L319 206] 2N4) iW USE W GRADES ADJACENT TO ER ). OUTLET PPE TO RE SECURELY CONNECTED TO .M. PPE 0.25] 0.621 0.73E t398 2.1M 3-M6 CONC.PPE D.SO2 0.866 Lz3e t6W t8N 2DI x.612 2.BG ). MARKER PILL RE Pao FOR N ACCORDANCE WITH SECTIa! SIT BE THE ROAD AND BRIDGE FOR USE IN SAGS WITHOUT GUTTER • HIMP S'ECFOATpH3. BOTH SIDES i0 BE STMAIETKIC& REV.]/O] S'REFEREMH� XV�T �v�T SPECIFICATION � "C STANDARD COMBINATION UNDERDRAIN VDT STANDARD ENDWALL FOR PIPE CULVERTS STANDARD CURB DROP INLET ROAD SIDE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN RA D LARD BRIDGE STAR°MPG IDS 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET I BE I 3D]J SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 wi (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION MT SHEET t pp 1 JOS VIRGINIA DEPARTMENT OF TRANSPORTATION VWMA DEPARTMENT OF T MSPORTATW 3p2 OB/10 MGMIA DEPARTMENT OF TRANSPORTATION DQOS qta q,32 W2 )°' YRCMA !DEPARTMENT � TRNSPWTAlION ENGINEERING DETAIL 1 PETAL 2 EC-1 Dse-1 B LAND PLANNING -PROJECT MANAGEMENT F�•B PETAL 3 B A -I A A T!912 E. HIGH ST. 434.227.5140 A Ar R I RR CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ M MY B B E IB i FABRIC GEOlTxE TIV- FABRIC (MMDBL s SECOND NOTE MATERIA SECTION A -A SECTION A -A SECTION A -A P H-+ b• (SAP e•F� I> 'SEE MOTE D fSEE COT D M. w sI SECTIONAL ELEVATION Li No. 45183 b NOTES. JI IG2O , N L FOR MULTFLE LAN NSTNTN ON). D•E]IGON S IS TO GOVERN THE PROTECTION VaS�/)7MTAT ✓��C+ / OUTSIDE MU THEW E IN LOTH IWR. NOTES BEDDING THICKNESS TABLE N 2. W ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL W ENOMCTON IS SRECIMD ON THE HMS. CONSTRUCTION IS TO BE IN ACCORpNICE 1. SEWING MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26 F FOUNDATION NAG STANDARD FOUNDATION BEDDING THICKNESS '0. NTH DETAIL 2 SHOWN ROVE. OR RNMNG WATER PRESENT. TEN AGGREGATE NO. 57 SHALL SE USED FOR THE DEPTH SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGNEELCMPED WITH 4 NENES TYPE (p) 3. GEOTEMLE FABRIC TO BE 11457NLE0 UNDER CLASS A.L AND I MTERI N OF AGGREGATE MID. 25 OR 26. 4' FOR H ( m ACCORDANCE NTH THE SPECIFICATIONS. 2. SMN1 EXTEND A YNMIM BF e" REYOND THE BASE OF REDOING MATERIALSIDES. MORON EMIN F' FOR H) V' PANIC {. S DIAAEIER OF CIRCULAR CULVERT OR SPAN FOR 80% ELLPIXK W ARCM CULVERT THE S RU THE STRUCTURE ON ALL SUES. H dAMETEA OF CIRCULAR CULVERT W FUSE/ROAR Fall BOL E3IPTOK W ARCH CULVERT, 3. HEIGHT OF STRUCTURE MN) MEASURED FROM THE AVERT OF THE STRUCTURERE TO POCK r PER FDDi a H. MAX, e" SECTION B-B 711E TCP OF THE FRIAR D CONCRETE ON STRUCTURE i USE SECTIONSHOWNEXIST W FOR DUDE GROUND. W WDTLI AND DEPTH AN GE SR C RD FO D '.'-F `-. MPL'CAAE MANAGE STRUCTURE STANDARD FOR R'TNL. SOFT N YELjNG AS BPECFFD ON M RNS MAXNW OUTLET` CATCH OF CNNWEL Oft MATCH ENSURE ORCH W NATURAL GROUND. CHANNEL L OR AS DIRECTED BY ICE ENGYEER TYPE OF OUTLET PROTECTION MATERIAL VELOCITY brWAM "T" (FED GESION sTOI00 HACKS WTET PROTCTKN MHAALM IEHSTH (U GLASS Al GLASS M DIG IBRRAP 8 N. Is TYPE A NSTNLAIDH I W cLASS I ULASsI DRr RPRM % fP. 24 TYPE B NSrNLATIW ex CLSG I DI.ASG a qRr RPRAP 9 /P. 38 ROAD PLAN FOR SRELIFlCATIW GALAXI E FARM REFERENCE `v=r SPECFOATIDV v=r 204 CULVERT OUTLET PROTECTION ROAD AND WHOSE STANDARDS REFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET • ROAD AND BRIDGE STANDARDS SUBDIVISION 2a5 REVISION DAT sKEr 1 GF i MANHOLE, AND JUNCTION BOX 3% VRRGHIA DEPARTMENT OF TRANSPORTATION 302 BENISON DATE SHEET 1 OF 1 41{ 1LT.01 VIPGNA DEPARTMENT Of iRNLWWiAimN 1W.15 T I _ i " NOTES; TEs GIVEN ME FOR ONE ENDWXL EW Js Ew-] PC 120R CONCRETE OR CORRUGATED METAL PIPE ♦ ♦ Mk INSERTS - LA SRI S U JC/L 2. PLEASE REFER TO STANDARD EW-MSHEETS ZIUM AND VICE. RO ALL DIMENSIONS A I.D. N T 5 Y/2:ILAOPE 2•t SCOPE a b 2 fEIE d"'-)s Pc oW It 60 F 9N `-' � 8 NI GIVE" N THE E3. ALBEMARLE COUNTY VIRGINIA ♦ ♦ /Y 11 \ 13 .-s" T ._p. SLOPE PEER ♦ ♦ - - - - - - - 3 lI1$ ITEM MAY SE PRECAST OR CASH N PLACE ♦ L/OV L l8 F'___`___C ae�� g.-C. ,.. .. 6'-la. J._go g�_,p,. p._g- p._4" •\ '\ ♦, , \ .. TE SHALLOW PILLS. WHERE ENDWNLS ME 11 CpR LESS BELL SMHE GRA LICE r1E B°t •• 1'- •• g•.4 •. , -O' SUBMISSION: ♦♦ `\ \ GLI V(//' ti , �•�- T•� TOP OF THE ENpWNL SN&L BYE COM1RMCtED PARNLEL TO THE DRAW OF POb Nw-CIS__ 6G'. ]•-p'. I6'-6.. .-g'• Y•_}'• ,p_t p._g - p._5• ------� -- - 21 m. -_p., xr-ir D..],. DEISM;. 2020.05.13 ♦ 5. KL CAST IN RACE CONCRETE TO BE CLASS AS. FOR PRECAST SEE SHEET DL2G. Eb' B._2„ ,p_2.. 1.-2, \ • ♦♦ N ,�\ 1 �, B. HONDUL CASE SHNL TOP Of ENpriALL PROECT ABOVE FLL SLOPE. DITCH LAME. W 1 , J8; 11'- ` `]" -7' - p-}.. 21'-q" ,,.. w' D`B z" p..g�. 0'-T' 0' I \ ). THIS STANDARD TO BE USED NTH SKEW AGES FROM W TO 3]•30' 1 9L" 3'-tl" t2'-e" I'- 9'-O' 0' T' ' aDur wNw^ �\ PLAP7 I \, Sy \Ir�/ r�'• 8 COSRD CONCRETE. MANSFDIC CRACK COWROL TO SHE NCLMDED N PRICE PER B0 PER CUBIC I I I , 56" )SEEP. ,,..g.. ,°�... p._,.. p. ., REVISION: • ° {E/p1ool TO BASE N L e A 3°' ` Jf 6 I ' ' NOTES: I. CONCRETE TO W 4W0 PS MI CWPRESSVE STRENGTH. EEL'rIW \ '1) 4$• 2 P{ aFCR4E0 CRACK 9. VEADWNL i0 HE MALEC N ALL AREAS EXCEPT WHERE A CONFLICT MIN WERt 1) 07-31-2020 CONTROL SIRS PLAN VIEW AND WNCI OCCUR. z. F PPE O TO BE SKEWED, TK O W. GULL SE ADJUSTED `\ If!• WNG[TE B6FAC5 p. BEVEL EDGE F PEOENTE ON THE NEbWNI At tIE At END UI THE CULVERT TO ACCOMMODATE AUGURS UP TO W. 9 14• LAD BOL15 2 W GfSAPS CRACK IWNBRE THE BE ENTERS NA CULVERT). IDEAL CO At THE W'ILEI [NA OF ICE "� 3. REINFORCING NG START M ACCORONNLE WTN ASTM A-615 CWTROL BARS CULVERT MAY BE EITHER SWAM EDGE W BfV[L [L1Gf. CONCRETE SIDE. MAX.P" LAG BOLTS 0 PIRE O (REINFORCING BIN P A N. Fi' CHAFER MY a PROVIDED ON ALL EDGES AL MMLFICIURERS OPTION. }p. 30• {. PPE OPCNNG9 IN PRECAST DRAINAGE :ARTS SEAL NOT T 1 ; MN 2 PER SCE. M. SPNwNC W. �0 FOR CONCRETE PIPE ° EXCEED a INCHES Al ARv GIVEN PUNT BETWEEN THE PIPE • ' _ _ _ _ _ OR COI INSERTS ND THE PRECAST UNR. wIRI'MC40Fi� BEVELCO LOMCR 1 CORRWATEO METAL PPE i lJG BpLTs e. ONIEHSI0H15 SHOWN ME YNALM. ALTUN MEASUREMENTS li. I t e?� pL/NI YM VMv MiN 4NNI'ACTWEP'g TafRAVCES. f f• IM o pE 0 b ` SAME TO GE PEARLED 6. N NO CASE SHILL TOP OF EMOWALL PROTRUDE ABOVE FILL I EF AY,Ea MACE II 6•A �] FLOW N" PEER• .. a-y . WENT MORTAR a SCOPE DOOR SLOPE. ON SHOULDER. xo _. .-.-.-.- _ W / I11 - r._. _-r. _. iT -"T'1 - - 4 p.. y- 5.1 • i- ]. HEADWALL i0 BE BEVELED N &L AREAS EXCEPT WHERE A ?• • 0 1 CONFLICT MTN AVERT GM WNGI•NL OCCUR. 01-5 :' D'-4 i' W P 0W ;•G67 I I BD• a • 0'- • _-_ A • B. BEVEL EDGE AS ART DOE THE KMWKL AT THE INLET _ _ _ _ _ _ _ gg•� p_)� p•_y - . CUI Of lME C0.VERT IWNERF THE FLOW ENTERS THE ? .�._ __ 0 CIILVERTI. i bL INS p..)V .. p..g., A � JB" C'�B'i bd/' SAME TO BE S. HEADWALL AT THE OUTLET EFO Of THE aRVENT MAY BE BEVELED MTN •• EITHER SQUARE EDGE W BEVEL EDGE. 00 NOi BEVEL NVERi ba" D-9 - °']-' MORTAR FRONT ELEVATION NOTES: FRONT VIEW 9p' 0. " D'- " DETAIL A DETAIL B D. )'4• aWFER MAY BE PROVIDED W &L EDGES AT FILE N0. SIDE VIEW 96" 0. To, D'-e" MNWFAcrIXERs DI+nW. I. CONCRETE TO UL 4000 M MINIMUM COMPRESSIVE STRENGTH d' FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE T WARTS 9 DETAILS SES. AC c-c 18.025 2. FDETS OF AOWNL BEVEL E STANDARD EW-ISPC. SHEET p1.10. FILL ROPE 1%{'U FLL S.OPC 2.1 FLLL SCOPE Y/l-1 FAIL POPE 2t WAY, EACH! FACE SEEDETAILA FOR CIRCULAR CONCRETE OR CORRUGATED METAL PIPE 3' RERFORGNG STEEL N ACCORDANCE WIN ASTM A-BZ (REINFORCING BM51, CWC/EtE NSfPTG COxCR[TF IN[REA6f CONCRET NCREASE CONCRET INCREASE [ONCPEtE IMKPEASE L I4' END BOLTS DIMENSIONS 4. PPE OPENINGS N PRECAST DRAINAGE GUTS SHALL NOT EXCEED 4 INCHES AT IN DNE FOR EACH N ONE FOR EACH N ONE FOR EARN N ONE FOR EAn 1 ANY GWEN PONT BETWEEN THE PPE AND THE PRECAST MT. D S s TAX DOUBLE ADDITIONAL ODUDLE ADDITION& D S S. ASP DOUBLE ADDITIONAL DOUBLE ADDITIONAL I WE ,SC LHUR L-SLO L-43• >a -- I.p. N T B ,/S:I SLGR 2, SLOPE HlI AGE 2'ISLOPE a a S. DIMENSIONS7'S T ARE TOLERANCES. ACTUAL MEASUREMENTS MY VARY WITH ENDWALL PPE FFDW&F NPE E1'IDW&L PPE EMDW&L PIPE 0 I j VD OT DRAINAGE DETAILS .2" 5'-6" ro'-6" 6'-a' - -8- O'-+ 0'-3 YANFKIUEF'S TOLERNDES. CUBE YARDS CUMC IDS MC IDS. CUBE IDS. CUBE AS. CLAC A'S CUDE YDS. UBC "S 1 CONCRETE INSERTS 4d' 6'-0" ro'-4" B'- T-8" p'. p-2 R''O' O"Y a-4' 6. N MID CASE SM&L TOP Qi EIDWNL PROTRIIIE .MBpVE FIEt ROPE. dTp SCOPE. 42" b'-0" 6'-FF .. +I SOAR I.67 I 6 I LAG BOL19 fL 54" 6`6' 2a']' )"B" B-1 •. - - U'-fi" 0'- - a-{ GR 9xM%DEP. 5 129 La% 42'• RE " 6'-1 It 7' " s_16a 11 49 6.021 182, , 1 a�'• " ,B" b- Tp - - - 6293 1.0]6 ].I LBk 4b' 6'-1 tiJ 6.663 .849 T494 102> '--F• 66" J O" 2T4« g..g.. p.y- ,2•- ,,._ .. 14.-, p. .. p- .. I fi0' ), ORHEADWALLWNGW TO BE ANVFIID N ILL MIENS EXCEPT WHERE A LOUFIICi MTN NVERi N" )'-0" F-Id wow B.pl 2376 ,l50 4' b^ )'-p 1]' a - B JS> 2 a09 9J3t 2 ]92 p._4.. 101.E ,}..] .. 12'_4 ro'-4• 0'-]• 0.4 - T OR WOWKL BEGAN. 60" B'-6" '-T .224 Opt n. 4 2.9T - w__s C -10.92 _ _ _ R" 8'-2• 25'-lr V'-2 tt-0" u•_y .. .. ,T_pp._p O•- _ I. . . '- 15354 3]A I Y,-p" ro'-)• II'-g• 19'-D' 0'-)- 0'-5 8. BEVEL EGE AS REDIIED ON i1E KAWILL AT THE NtEi END a TIE CULVERT 66" 9'd' V'-9 •• IT- '• 1.66] S.tt9 M.ISD ].69J 66- P 9'-6 /,' >5'-a/^ 1].StlS 1B2J 1+ MW1EAE iXE FILM EMERY THE CLLVEBT. i2" 10•-2• ,t-g •. 6.43i 1552 V 4.51 -Tv- 12._ p'. '• ,.y4JSB MB_834 a.659 _ ___ _____________________ ro'-W' 1 '-b" 2a-b 0'-)' a-5 i 12" ro.SSe S 682 1 S. )0 ) « •. 1Y-3 •' ro'-9 ZO.O6fi 569J 22JG 364) W' 9'-1r ]Y-b• -6 U'J• I]'-T' ro'-) i' 2T•11' 0'->" a-5/• E REIOWNL AT THE OUTLET END OF THE CULVERT MY BE DTNTR SWAM NGE 8+' II'-D' U'-B- 22.OB1 111 1 6.4 64" w'- 12'-2' " zo'a'/` 23.954 6.822 27 2N 6.]JO aeaVT WN°6 ND ty_g y. V. .," ;. 2J'_P p•_)• p. OR BEVEL EDGE ` ELEVATION ENDII TO BASE 90" 1Y-' 1P-T '• 26.W5 6.ID] l9.W2 )9J4 9O- TJ i .. O'i' 2T B'/" 28.395 111 32.2]2 B19 SECTION V. 1:- CHAFER MY W PROVIDED ON &L EDGES AT MA2LFACTDEWs OPTION. N' 1]'-6' IS'?' W.990 B65a 9.N8 33.326 9.647 37.553 9.582 SECTION A -A RE°FlNCE PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS � SPECIFICATION STANDARD ENDWALL FOR MULTIPLE PIPE CULVERTS PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS C16 SPECIFICATION REFERExCE ` REFERENCE Ofl DT VDOT REFERENCE ROAD AND TRUCE STANDARDS ROAD AID BRgGe srAINpARoS ROAD AND BVDCE srANoswos IDS 42" - 96" CIRCULAR PIPES WITH 45• SKEW REV6VN DATE sKET I a I Ups 42" - 96" CIRCULAR PIPES WITH 30• SKEW REVISION DATE SHEET I Of T B1EEY I BE I REVISION DATE 42" - 96" CIRCULAR PIPES 105 302 VRGMA DEPARTMENT OF TRANSPORTATION 101.21 INDNA DEPMTWINT BE IPM5PORTATON D1.19 VIAR VRGINIA WPARTWENT OF TRANSPORTATION JOS COVER LIFT NOTCH 12 3/8" I WA CASTER NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 t I� 27 1/2- DIA [699mm] 26 1/4" DIA [667mm] 24" DIA [606mm] _ C I 26 7/16" DIA T F� [722mm] 'I 1T1 1 36" DIA [914mm] FRAME SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK I 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 4dMl INITIAL BACKFILL 4''MI UNSTABLE e" a" e' e" SGL\ MIN. MIN MIN MIN. 68 STONE > .GRANULAR FILL AS APPROVED BY ACSA 5 ABLE SOIL OR RUCI(� Z STABLE SOILOR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS G. W-2 TD-2 I • • - I :• I s 4 • • I I I :• 1 1/2" [38mm] 7" [178mm] �.( 1 1/2- 25" DIA E GASKET I [38mm] 1/4" (6mm) DIA 3 1/8' NEOPRENE GASKET [79mm] 5/8" 116mm] 23" DIA [584mm] 25" DIA [635mm] O.D. OF GASKET GROOVE SECTION z REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 3000 PSI CONC. BASE 8"MIN (6" LIFTS) EMBEDMENT •THOROUGHLY COMPACTED BENCH SLOPED TO FLOW SPRING LINE BY HAND OR APPROVED CHANNEL 1/4" 1' MIN OF PIPE MECHANICAL TAMPER 14 P LNG G1 NO. 68 STONE - _ '> BEDDING BEDDING 6" max 4" min FOUNDATION (SHALL BE BRANCH REQUIRED WHEN SOIL C(ONDIP ARE UNSTABLE 12" --� ; % - PE) 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w � CONNECTION "BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B 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 15 ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLACE GALVANIZED " WITNESS " POST OITH CAPPED ENDS PAINTED BLUE IN REMOTE ARE'..: FINISHED GRADE AS DIRECTED. MARKER LOCATION MAY BE SUBdEI_T TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE '^ NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - RE AIR RELEASE VALVE THREADS WHICH IS 1 THE THE LOCAL STANDARD. BRAON E GATE LENGTH OF BRANCH VARIES. BRASS OR BRONZE PIPE LVE 6' MIN 2' TO 10' ADJUSTABLE TRAFFIC. �:-TE1 (270') II VALVE BOX W/ LIE 18'-22• LL IF POSSIBLERADE LL 068 STO E-\ /SALVE BO N BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE M J. GATE VALVE TYPE "K" SOFT ----- COPPER CORPORATION STOP WATER ae. . LINE I _I 2500 P.S.I. CONCRETE 2'a 2' BEARING AREA. THRUST BLOCK4 NOTE . IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 ASTM A36 AND HEX NUT ABTM A588 (TYR) UNDISTURBED EARTH UNDISTURBED 2 - SOIL (TYP) 3/4- DIA ALL -THREAD ROD rWATER MAIN ��VIIII�II�� r R 1 �O pa I� fl a SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3 DIMENSIONS BROWN BEYOND THE TRENCH WIDTH ME ABSOLUTE MINIMUM IF THE TRENCH WIDTH IS NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WAT[RLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER. LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NITS FIG. W-9 PLUG 2 I I FOR TEE OR WYE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED.. IG AS IRED M d SECTION 1-1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L I H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1E 2.0E 2.25 215E D.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 321 0.45 81. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2:91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.0E 2.83 0.52 22 1 2.33 2.58 2.86 0.24 42 11 1/4 1.83 2.33 2.84 0.18 J LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. CROSS ANCHOR RESTRAINTS FOR VALVES 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NW FIB 3C CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-6 TD-3 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 (1/4" PER FOOT ) � 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINET SECTION SERVICE LATERAL IN UNE WYE-TEE PLAN IL VARIES N'_ SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES f-10't-� 10't� 5' III 111 5' 1 F / WATER SEWEROf t 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC., EASEMENT WI➢THS- WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM 11 SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER 4 SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 T➢-I s" 250E 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 . ra.IPREs9Cn . 3/. .4E PL"E cmU.c M A"PRUv@J E@11L I' Tt"C 'N" SOFT [OrPCfl FOR l'SC ON AITACI® 9NGC fAY6T REWPENRAL sFHMGEY OR uuxL REVGENML ANO IRMGAICN 9Oi9tt5 Pn'xP x' nCt[ NO S'AEARP fiT11F45 ,, �� DUAL SERVICE 0. I' ^.,OMPa69A 3/4' hl f'PE COUPLING CR APPRGM9 fO1,AL r TrPE T<' sa'r caPvm QI Ftl, 1.5E GN IIElAC4ff'.I F>NIL+ Kl SE<vKf W1"t ENE Ax IR`ICRr,o•, Is N FRP IS YCl P,CWEL SINGLE SERVICTIE + LE .H-LL ^E E 1N 11 N-E CAST IRON Ulf _ M31© cR�vx L04MAIxG -I ` _-Pox - Y .� Pox •/a RENc covPu,c-5 cORPUVATRI 51bP 1'"2aa y y NIX AS �'Sy^yr NKQSANY ��1% 9AND OR OYST WIOFA - .11. ul0 Z11CR (2NaH 'PE :"PB< +I "Iv""�"�" LUNG STOK WtKET. v:CT S -a t!f Ec. 201 A. s'r /(4' 1E n Tii l..-L SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FRAME & COVER (SEE FIG. 5-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA :: r yz: C' MAX RUBBER COATED STEEL I , STEPS CAST IN PLACE a S-0' MIN PRECAST REINFORCED CONCRETE SECTIONS 1_2�_M IN "0" RING SEALS 16MAX MINIMUM ELEVATION } DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF Flow CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- �---- SEWER. IT y T "t.' 12' A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A. SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM I�0 M. Si�IIMP � No. 45183 �13t Ito w4-1 1(ryLEAf V,' ,o ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. ACSA DETAILS C� 505 505 500 500 495 495 490 490 0 r7 485 485 T-� 1C480 480480 480 475 475 475 475 470 470. 470AUU 470 465 465 465 465 460 460 460 460 455 10+00 10+50 11+00 11+50 12+00 12+50 13+04055 455 455 SAN. PROFILE: 1A 4A 2 SAN. PROFILE: 1A 1D C18 Scale: Vert. 1`10' Horiz. 1"=30' C18 Scale: Vert. 1`10' Horiz. 1"-30530 G 530 525.E 525 w 520 N520 woQ `n - 515z 510 -- 510 zp505505 wd500 500 ,nz 495 i"N- SD©-�-4% o 495 EW GRADE L" R-26/z490308.4_ 490 SHIMP ------------ _485 � o ��—L959 COMRkCTED- 485 F'LLENGINEERING2.o-„oX. GRADE_480 o-r €-W-GRADE480LAND PLANNING - PROJECT MANAGEMENT zN -GRAD1 -. — — — --—— — 93.$2 LF @- 2 �%� --- -8.,-SDR, 2b475 �� 475 912 E. HIGH ST. 434.227.5140 6LORM II_8WI __ .-ER6GS4N-G L b2 1 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM -ROS-S�,w 1> 470470 465ob aim 4651 o>ZZzzz460 10+00 10+50 11+00 11+50 12+00 z- 12+50 13+00 73+50 14+00. 14+50 15+00 15+50. fib+00 16+50 17+00 17+50 18+0018+50460` s SAN. PROFILE: 1C-4C M.C18 Scale: Vert. 1"=10' Horiz. 1"=30' I/t20�0530Ar 530 S StoN,I. ��Ar 525 525 520 520 zFROAD PLAN FOR 505 505 5,5 515r-,(2GALAXIE FARM 500 500510 510 SUBDIVISION 495 495 505 505490 490 ALBEMARLE COUNTY, VIRGINIA soo 50o SUBMISSION: Lo 485 4852020.05.13 49s 495 REVISION: 480 480 1)07-31-2020 490 490475 475 485 485470 470 480 480465 465 47s 47sFILE NO. 460 > _ _ 10+50. z 11+00 11+50 12+00 12+50 13+00 134-50. 14+D4ti018.025 47D 470. 10+0G 5 SAN. PROFILE: 2C2F 465 455SANITARY SEWER PROFILES 46018+50 19+00 19+50 20+00 20+50 21+a SAN. PROFILE: 4C5C C18 Scale: Vert. 1"10' Horiz. 1"-30' C1Q 2 3AXGR7cDE--€w-6�OO 8WL2�oCROSSING65.76Loo�>��o»8€-u€R4FI€DZz oDE 9ZF80 � o o w�-� Z o�� ¢-� ftM-GR-AfiE 15" STORM CROSSING -P-fTECAST�i�SE�S- - CROSSING - 458.9 — 46Q 4 8�'LSDR-25 @ 1.43% -8�D4i�26�1�0 907-44-EF - N T96187rtF-8" NV RiT o oN.o 0 0 - � NVfRT TO 15274 Lf 8-_ SDR=26�-0 �.� -SE--VERIFIED . 79�% a �o cO ,9 I �zz_. o o > > _ �zz n, z Z > I z ... I r7 r7 M N = I � i I — N � o EW -AGE AflE� -- - - _--_--9II 0 � w�� 0 � d- 6ROSSIN - GRADE - -- - --- - - -� � -- 500 500 B1 B2 480 Al A2 480 480 480 C1 C2 C3 495 495 o � 475 475 475 475 475 c+#75 490 490 H 470 470 470 470 470 470 485 485 500 500 465 465 465 465 465 465 480 80 495 495 8.04 L HP-S 460 460 4fi0 460 460 460 475 475 490 490 455 455 455 45; 455 45555 470 470 485 485 450 0+00 10+50 11+04050 450 10+00 10+50 11+C':y 450 10+00 10+546° 465 465 480 480 1 STORM PROFILE: Al—A2 2 STORM PROFILE: B1—B2 s STORM PROFILE: C1—C3 46D 460 475 475 C19 Scale: Vert. 1"=10' Horiz. V=30' C19 Scale: Vert. 1"=10' Horiz. 1"=30' C19 Scale: Vert. 1"=10' Horiz. 1"=30' 7 455 10-+00 10+50 11+00 11+54055 470 p> 10+50 11+00 'G 11+50 Z- 12+00 12+50 13+00 ? 13+540° yz - 4 STORM PROFILE: D1—D5 z 5 STORM PROFILE: F1—F4 C19 Scale: Vert. 1"=10' Horiz. 1"=30' C19 Scale: Vert. 1°=10' Horiz. 1"=30' 530 530 525 525 520 520 515 515 510 510 W m 505 505 = F W O 500 500 0O w W z 495 495 z O U J 490 490 LL O a 485 485 4800 z: 480 sHIMP 475 475 ENGINEERING2- LAND PLANNING -PROJECT MANAGEMENT 470 470 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 465 465 460 460 455 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5C 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50. 18+00 455 s STORM PROFILE: EI E'7 E A p_N C19 Scale: Vert. 1"=10' Horiz. 1"=30' 9 Es sE6 Esz530 530 495 mO N495 505 505 w a� Quo 525 525 490 490 490 x - _ m o-m 490 500 500 � ♦ Ar wok- z�v~iir 485 485 485 z N 485 495 495 520 520 0 ADS ��- 515 515 480 480 480 OCHAMBERS€Ci480 490,490 ROAD PLAN FOR INV=477.00 S,G 5,0 475 475 475 - GALAXI E FARM 1 475 485 485 0000 o Nina co 16.12 LF 36' Ln vico r HP —STORM 7 SUBDIVISION 505 505 i- z z z z 1 0+50 470 470 470 ®4.96� 4 0 480 480 --- O >>> 500 500 465 4g5 zz>Q 475 -- z 4 5 1o+oowW 10+50 z 10+50 11+00 +Sd ALBEMARLE COUNTY, VIRGINIA s STORM PROFILE: E6—E6A 9 STORM PROFILE: E6 E6Z 10 STORM PROFILE: E7 E7C SUBMISSION: 495 495 C19 Scale: Vert. 1"=10' Horiz. 1`30' C19 Scale: Vert. 1"=10' Horiz. 1"=30' C19 Scale: Vert. 1"=10' Horiz. 1"=30' 2020.05.13 490 490 REVISION: 1)07-31-2020 525 A 525 485 485 m O m N 0 LS 480 480 520 a O 520 - -Ngai irr�- � rrr 515 a ¢ 515 475 475 510 FILE NO. 470 470 18.025 465 465 505 0 0 "- 505 L) � �7 P---S-TORMO 86 o 0.0 5 STORM SEWER PROFILES 500 z z 10+50 ° 460. 460 0» o >zz > z z _ m 455 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21 +50 22+00 22+5P 7 STORM PROFILE: E'7E9 11 STORM PROFILE: E8—E8A 12 STORM PROFILE: G1—G2 C19 Scale: Vert. t' 10 Horiz. 1"=30' C19 Scale: Vert. 1"=10' Horiz. 1"=30' C19 Scale: Vert. 1"=10' Horiz, 1`30' C19 HP -STORM GRADE w P, I- a — 0 z W 0 --EW GRADE ti + p 4 p O Z o� U Q Ul 0 LF 48' � gLE 63� 5.33% X.-GRADE > 0 > z J � o L o w + EW GRADE o z � O 3 � w U - X. GRADS Z o+ U Q (n - 1-7 t Z i o - z m� ro U pj+ Ups Q 0 o a a d EW GRADED a Q o � O O O � o �Q F 15" i N I I D1 02 D3 Q N X.- GRADE I_ s � rfl �a � � II / / � <n ----_STORM �. 3.9�%�3l`? CROSSII�I - w z T_�T5"HP�-TQRic�©. 00 u � vi 8" $A- � CR-OSSIN: �a O o _ p> >Z — 0o I F2 F3 F4 - o n €W-GRA 8,� WL - -CRDSSIt`1G- -CROSSING-. 0o l'L�4�ZF-24"HP-STORM-s��-�� I_ 0 ��n .--- H.P-ST - o �. �� - �`n i 1 i m z too (HJ I I 03J (p m zcn- I O N L f� �o GRADE .{. ^ WL ,CR.OSSING.-- - z�� F �7�P- Q>� 3.¢. Z-�, -EX. GRADE-- - - - - 1 6:05��36'HP---STORM ,.� 4 i aava i — - o. _ —_ - — - 74.82 LF 36" HP-S �" SAN.. GRO ORM C� 1.60`a � SING o 28.87 LF O 36., � HP-STORMAN. > - N 59..- >. z CROSSING- �I o 149.78 LF 42" HP STORM ® - .80i act .z z- I I — a NO X-GRAD. w �. � -- i �5%"COMPACTED -- �. FILL- � �. w+ i o0 o - 0 �z SSA -Z= 000 OON aNa a �r m �zz o » a Q w m M W O 0 omo� one wo�� wH� I z co cn m z m c 8" WL CROSSING 30.08 LF 15'0 M� � o000 � 2.33% e oo�nN rrrr �zzz > ]ZZZ T61 NCC � 00� mow.>�� -wry a �Q:� zm of� w ,.EW 490 485 480 475 470 465 460 N C7 4 � Coo 414 - K%Va1 64pp ^, J -470-J J - 478/-45a 1 -_ —480_-- i SIGHT DISTANCE PLAN e e 50 100 15f e &5' HEIGHT _ OF OBJECT - -- - - -- e10'. INTERSECTION SIGHT DIsTA.ICE - - - - - - - — - ------ ---- - -- — — — — — — — — — -- --- flF EYE INTERSECTION SIGHT�u7ANe - r �� 44. S R EYE OPO E T - 6PU�ROFlCE - AT?,-T -BE-VE�2IF-IED - -DA-TA-TO--BE--VERIEIED I I I i DOI to 4.0 0_ 0. 0. O Qn mM1 IO IO "'i N_C4 6 L'7 < C4 to aV cc 00 00 6 lboo 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00. 21+50.. 22+00 2 '� SIGHT DISTANCE PROFILE C20 Scale: Vert. 1`10' Horiz. 1"=50' 490 485 480 475 470 465 460 22+9U 5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM No. 45183 �13t Itow�� 4niht AT 1✓��'o ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. 18.025 RTE 20 SIGHT DISTANCE C20 0 3.5' HEIGHT 50 495 490 485 480 475 470 M 4 \ 1 \ r, I \ it v / 1 6 X1E 7--- -- / -� y _�� I I LOT 4$\ , 2,239 SF II OPKN SPACE�O� I 28,603FgV �I• �I�u �I•y�h o�oici jl LOT 12/ LOT L 14 ,172/F 13 1, 9 S SF / D A2 I it I N= J 55 r / — LOT F- /e'T59 5,569 S 58 SF rl I \\ i 0 SIGHT DISTANCE PLAN C21) Scale: 1"=50' QF 08_JECT -. _ _ Hr DJSTANeE 4 I _OBE ECtI r OISTA E, T-.. �n m' 1Z N .• m. a , • tG rn * F) M rn 6 m00 � r, C'1 4 M (0 C4. U> N N m00 m:00 a av tD n "?.� pi N mlao :r a* CsQf0 , mn a m m00 m00 �n a .t* a 10+00 10+50 11+00. 11+50 11'--1:0 12+50 13+00 13+50 14+00 14+50 `ROAD B1 SIGHT DISTANCE PROFILE C21 Scale: Vert, 1"=10' Horiz. 1"=50' 495 490 485 480 475 470 465 4 500 495 490 485 480 475 470 15+00 15+50 16+04�5 495 490 485 480 475 470 g 465 10+00 10+50 11+00. 11+50: 12+00 12+50 1.3+00 1.3+50 14+00 14+50 15+00 15+50 16+CRY 0 3.5' HEIGHT OF OBJECT - 280 - - - 3.5 OF HEIGHT - YE INTERSECTION -SIGHT- DISTAN.QF 3.5' H£IGk#fT OF 413�EC7 - re4 ledof �, 11V 495 490 485 480 :!IN MF 4 � il c - -—�n►.7� T'' �� `vim. % OHU GHU I_ a ---- — CHU /. / ty�gi I rl i �0 N SPACE B r / / 87,497 SF _- 1 A�2 J A, •r .% I •1 50 0 50 100 150 Scale: 1 "=50' —oFBJECT -- _ — - r�SEGTbV�SICHT D �•�� 3,_ HEIG I F �X _ 1 I.IS-FAICrCE rE QN_SIGH? - - 3`Tu€aGHT- --JEC pal �'1 m. r Q O G t�0 <c o 46 m00 m Iry � m C14 - Di— � 0i ��r' � n iM O. 46 4 �d �r, mj aI m a i Ari ao m m�.� �ma �c. m < m00 � �a 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 ROAD B2 — A SIGHT DISTANCE PROFILE ` C21 j Scale: Vert. 1"=10' Horiz. 1"=50' 495 490 485 480 475 470 465 a 2 )ROAD D SIGHT DISTANCE PROFILE ROAD B2 C SIGHT DISTANCE PROFILE C21 Scale: Vert. 1"=10' Horiz. 1"=50' � C21 Scale: Vert. 1"=10' Horiz, 1"=50' 500 495 490 485 480 475 470 15+00 15+50 16+0'e 495 490 485 480 475 470 465 iO4 SHIMP ENGINEERING2. LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN�SHIMP-ENGINEERING.COM ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. 18.025 INTERNAL SIGHT DISTANCE C� \York Beyond the Shoulder Operation (Figure TTC-l.l) MOT PLAN FOR GALAXIE FARM SUBDIVISION Project Narrative Phase 1 shall include all work that can be completed on the Galaxie Farm site without encroaching on the shoulder. This involves grading and beginning new entrance construction. Use MOT Standard TTC 1.1. Phase 2 shall include all work on the Galaxie Farm site that requires shutting down the shoulder. This involves constructing the right taper and completing new entrance construction. Use MOT Standard TTC 6.2. Phase 3 shall include all work on the Galaxie Farm site that requires shutting down a One of traffic. This involves pavement Mill & Overlay. Use MOT Standard TTC 23.2. P Y MOT PLAN FOR GALAXIE FARM Implementation Procedures 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 Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP 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 hoses in this sequence of construction shall be P 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 an right of lane be allowed unless otherwise directed 9 Y e by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 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 stared 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 prevent pending of the water on the roadway and adjacent properties. An temporary drainage on the project 1 P P Y P Y 9 P 1 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 P 9 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 � P marincluding signs, pavement markings and 9 9 channeling devices. Public Communications Plans and Transportation Operations Plan Notes 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: o. 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: o. 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 lone closure; Maint. Mgr, to have VOIS operator enter data into VOIS and also advise Smart Traffic Center. 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 Adam Moore (VDOT) 434-422-9782 Residency Administrator TBD 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. 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 project engineer the final plan to maintain traffic for all phases of work. Any significant 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 croshworthy 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 Sunday and/or the day before a holiday or as directed by 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 lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of h Y PP 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. Typical Traffic Control Work Beyond the Shoulder Operation (Figure TTC-1.1) NOTES Gsadance: 1. The nummurn distance behreen the sign and work rehicle should be 1300'-1500' on Limited .4ccess highways, and on all other roadways 300'400'Where the polled speed limit is greater than 45 mph, and 350'-500' where the passed speed limited is 45 mph at- less. 011 2. The ROAD WORK AHEAD (W20.1) sign may be replaced with other appropriate signs such as the SHOULDER WORK tW21-51 sign. The SHOULDER WORK sign be used for %work adjacent to the shoulder. 3. The ROAD WORK AHEAD si tot may be omitted where the work space is behind a barrier, more than 4 feet behind vertical curb (Standard I and ICG-61 on urban roadways. or outside of the clear zone for all other roadways. For clear zone values see Page A-4 of Apapcnd(s A. 4. For short-term. short duration or mobile orlerationl s. all signs and channclizine devices may be used. Standard: 5. Vehicle hazard warning signals nals shall nut be used instead of the vehicle's hi h-intensity amber g rotating, flashing, or oscillating lights. Vehicle hazard warning signals can be used to supplement higb-inteosihamber rotating, flashing. or oscillating lights. 6. If the work space is in the median of a divided highway, an advance warning sign shall also he placed on the left side of the directional roadway. Typical Traffic Control Shoulder Closure »itlr Barrier Operation (Figure TTC-4?) Guadarce: �� 1. Sign can should be 1300'-1500' ar Limited Accas hi Ira s. For all other mate a the sign Rt g f g ny '� . Sin spacing should be 500' 800' where file pwYed speeri limit is greater than 45 mph, and 350'-500'»here the postedspead (rmrt is 15 mrph ar less. Standard: 2. On divided highways baling a median will than 8', right and left strrr assemblies shall be required, 3- Group'- Channeffzing device spacing shall beat the following: Gi 2 Channehi Device SEaii Loraaon Spacing speed 13i� ( N) Incanon Spacing speed Emit Im1*I Location Spacing a as ss + speea It ImPh) as as+ o a5 as + Transdam1 29 1 40 Trave 4a' Bo 'Carstridw Access 1BO' 12a 'Cmsnr4 a, s spwing ncay be ncr as d to this dislx , but dull rvi ex_- d one a s Y. mle- 4. The minimum length for a shoulder m n� she➢ be -6CI' on Limited Aaesz highways. and `.: L for P k4 all other roadwn)s (see Note i of TTC-5 for values of G. 5. RLen the barhirr transition slope is on a horizontal alignment the total offset shall be prorated around the curve in lien of a str ' t-line slope. � oP 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to banter with appropriate fixed object attachment. Is. "here cut slope exists, l u7 barrier into cut slope and prmide for drainage as needed. r. Extend end of barrier until it is bevend the established clear zone (see Figure'- on Page V 4 in.1ppendix A for clear woe raloes). d. {1Len barrier end is inside the established clear zone, attenuator sepia Type I or Tape 11 sh.Ta be used. ContactL&D Standards'Special DrsLgn Section for apprnrred attenuators. 7. Barrier panels S inches in width and L' inches in height shall be placed on top of the concrete barrier and spaced on 40' ceaten along the transition or taper sections and spaced on 80' centers aloe= the Parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the battier rm and at the breakpoint where the barrier becomes parallel to the roadway shall be a Tip 3 flashing hebt. Barrier detineatan shall be installed along the traffic side of the concrete barriers. Barrier' delinTlon shall be spited of 20' centers along the transition or taper sections and spaced on 80' centers' in-between the barrier panels approximately 24 inches up from the roadway surface. tioE 8. The bacrier shown m this Meal application is an example of one method that may be used to close a shoulder of a ]onP-term pngect. 9. The RIGHT SHOULDER. CLOSED CW215ai sins nay be eliminated £ruin all roaduav exceut Limited Access hiffl ays. Guidance: 10.1fdrivers camat see a pu0-0ff area beyond die closed shoulder, mfamadar regarding rho length of die shoulder closure shall be presided ire feet m merles, as approprune. 11. An ememgenn puff-0ffarea should beprovid€d per Section 613.18 and Tempoturr Tragic Conant Figu e TTC-3 1: Revision 1-L1'2415 2: Rmsisia<2-911`2019 Typical Traffic Control Late Closure oft a Tnn-Lmle Roadn'm' Using Flaggers (Figure TTC-23.2) \OYES Guidance: 1. Sign spacing distance should be 350'-500' where rho postedspeod linen is 45 mph or less, and 50 -sw where the ported speadfindt is greater than 45 mph 2. Cate should be axerxised ufton establisiung the bmia efthe wark-am to ntrum mmamumpossiNe sight distance at advance of dieJfagger station and crauition, based on the paired speed limit and at least equal ro orgrnaer than the values in Table 6H-3. GeneraIly'spealing motorists should lore a clear line o 1V t0 tom the graphic flogger L)wibol sigtl m thejlagger. 3. To mainmin efficient rraffte flow to a flaggttigopemdon an a rKr4ane madNv;Y, the miaumum time motoristsshardd bestopped a aflarger stolen is S minutes far high volume roadways lavanTt;e tail}• hnjjic of 500 ar more vehicles per da3'1 to a matimrnm oj1 � mrtnt7As for Iawwlla¢e roadways lieu dnan 500 wh0aper da3). Far additional irformadon see Section 5E.07.' Standard: 4. Portable Tempi Runde Snips (PTRS) shall be used as noted in Section 6F.". 5. Flagging stations shall be located in enough in adiauee of the work space to petr it apProaching tr•affit to reduce speed and'a• stop before passing the work space and allow sufficient distance for depatin= traffic in the left law to return to the night lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 6. AB flaggers shall be state artffied and hire their certification card in their possession when perlm'mmg flagging dudes (see Section 6E.01. Qualifications for FLTggers). i. Cow spacing shall be ba sed on the posted speed and the values in Table 6114 on Page 6]1 S. A shadow cehtdewith at least one high intensity- amber rotating, fiasbiug, or' owifl.Tdng light ska8 be parked SO'-1'-0' in advance of the first work crew. oat 8. A SLOW (0421-GI O) si®=Tiny tie reghmcd in this area to ate advance w•arnmE of the operation ahead by slowing appraachine taffic ptuu to rac)rine die flagQer station m queued ttaf5c. Cnddavre: 9. the queue ojm ffrc macines doe BEPREPARED TO _ STOP ( 4) slgt then die signs, andrf used the slrou be rxmrlfmred atgreatta• distntrer 10. When a hrgh%m'-rail crossing eacac within or upsnumtt of the transinan area and it is attterpaed that quenes rxsid irig from the lane closure might errand through the highwT-nadl gmde crnss6ig, the temporl'nT' In�r c carinl zoneshould be mfended so that the transition alnlz prrcedns dig highwayvarl erizssing flee rikpm TTC-56 for addirional information one highRnj;-rcdl crros mgs). Standard: 11. At night, flamer stations shallbe illuminated except in emergemies (see Section 6E.08). OIL 12. Cones maybe el®nated when asap a pilot vehicle operation or when the total roadway width is 20 feet Or less. 13. Fa ion•-lnlume situations ATih short work zones on strmobt roadways % here the flaluer is visible to road Standard:' 14. Til usi three portable temporal,- rumble (PTRS) strips shall be installed across the entire ft in el lane adjacent to the BE PREPARED TO STOP (M-3-4) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary dining the work shift to ensure proper 1placement on the [roadway. When the PTRS are installed, the RUNIBLE STRIPS ABEAD (W20- -26) sign shall also be utilized. 1: Rrrrs 1-4t1120L 2:Rrnsimi2-9&gR9 BARRIER FLARE li -speed Limit h Slope Ratio 7e 221 60 20.1 60 19:1 55 17:1 50 1E:1 45 141 13:1 35 11:1 .30 1 ,VEMENT NOTE 3 80' - 12V WORK VEHICLE ROAD w2a-1 1roRN SEE t40TES AREA 2 AND Shoulder C'losu c with Barrier Operation (Figure TTC-6-2) W t t ROAD mOPN lei 0 2.: R..2-9:L2019 t'ma M SODS+ `TRAFFIC BARRIER BARRIER DELINEATOR /- SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARBER TRANSITI ON SLOPE RATIO SEE NOTE 5 FOR GROUP 2 DEVICE SPACING � SEE NOTE 3 * , 13 --W ARNINGEIGHT SEE NOTE 1 SEE NOTE 1 5FF NOTF i_ NOTE 6 w2 W 16-v-VP1 OPTIONAL SEE NOTE 10 w21snR ROAD IN W2P7 NEm Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) ate Nape -T grog ^T 40 0 r • iW ■ 9 R 5 -r 'L SMON 335 _ - Nauvls aanpvTe FIRS SPACING (CENTER TO GeN1ERl PO.1 MFAMORr91`em LIIR s_aoNPR mpen Af .56MFR hM1FEET 55 UP„1 2J rEET PTRS SEE NOTE 4 t` xa* p a so' -Inc 0 D o BUFFER 9EE TABLE BH3 00 0 0 t r Dcs ROADWAY CENTER LINE Pri SEE NOTE 4 & 14 1: Reviica 1-1120H 2: Residua 2-912019 1 t - W .120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H3 5a -100, FLAGGER STATION SEE NOTES 2.3, 5 & B SEE . NOTE 1 NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 W20.7 SEF more 10 asr h".'o V20 eaRRr SE NOTE IS 116 W20.1 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTEVALLE VA, 22902 JUSTINCdSHIMP-ENGINEERING.COM ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. MOT PLAN 18.025 C22 BLOCK to UNIT TYPE ACREAGE MAXIMUM ALLOWABLE UNITS MAXIMUM STRUCTURE HEIGHT (11) 1 SFD, SEA 2.2 12 35 2 SFD, SPA, TH 0.95 8 35 3 SFD, SFA, TH 0.76 10 35 4 SFD, SEA 1.65 11 35 5 SFD, SPA 1.43 11 35 6 SFD, SEA, TH 0.81 13 35 7 OPEN SPACE 3.37 N/A 35 8 OPEN SPACE 0.46 NIA 35 Total 65 'Acreage per block excludes areas that overlap with the stream buffer (except block 7); private roads included in am rt - whereas public roads are not. ZONING MAP AMENDMENT APPLICATION PLAN ZMA201800011 GALAXIE FARM / RESIDENTIAL AREAS Sheet 7 of 10 ROW Extends to Property Line Block1� / Q / 0 i / -';_-B%ck 7 ROAD A.2� Block �� / Rp.,0 BlockBlock Block m Block q 4.1 / OILI! : 0 ROW O AD Extends to Block ROAD \ ' OP Property Line C —' V i , , � � ( � 5 - _ Block ;' :• 5�`��`` % �' __ Ro ;• o��Q�O NOTE Sfront loaded garages, the porch or building face shall be a minimum of 3 het closer to the street as measured from the face of the garage door. \ aCCes rOOCJ' , r , yV A) For B) For those units that (1) do not front Roads "A.2" or "B; and (2) are located in Block 2, utilizing Private Road "E" shall have a minimum front setback of 3 feet from the right-of-way of Private Road "M All other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. C) All Blocks except 7 and 8 maybe used for residential uses as noted by the unit types listed above. D) All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. E) Structures along Road "E" shall have a minimum rear setback of 5 feet. F) No structures or lots shall be permitted in the stream buffer or on preserved slopes. No preserved stores within the development shall be disturbed. G) As applicable, retaining walls within the development shall meet the design standards required for the disturbance of managed slopes in Section 30.7.5 of the Zoning Ordinance. H) Total allowable residential units shall be 65. ' I) Road "C" is shown as a possible future connection to Tax Map Parcel 91-13 to be extended and dedicated upon demand of the County. 1) Road "DA" is shown as a passible future connection to Tax Map Parcel 91-10 to be extended and dedicated upon demand of the County. K) 25%ofthe required stormwater qualitytreatment shall be provided unite. I I rnnl AXIE FARM LANE 100 0 100 2DO 300 Graphic Scale: 1"=100' TMP(s) 91-09,91-15 Submitted 17 September 2019 / Revised 01 April 2019 / Revised 20 May 2019 7 — — Revised 15 July 2019 - - - _- Revised 21 August 2019 ' f ,--- -. _ Revised 04 September 2019 ZMA 2018-00012 NOTES - REVISED WITH NEW STREET NAMES 1. For front loaded garages, the porch or building face shall be a minimum of 3 feet closer to the street as measured from the face of the garage door. 2. For those units that (1) do not front Roads "A2" or "B2", and (2) are located in Block 2, utilizing Private Road "E", shall have a minimum front setback of 3 feet from the right-of-way of Private Road "E". All other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. 3. All Blocks except 7 and 8 may be used for residential uses as noted by the unit types listed above. 4. All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. 5. Structures along Road "E" shall have a minimum rear setback of 5 feet. 6. No structures or lots shall be permitted in the stream buffer or on preserved slopes. No preserved slopes within the development shall be disturbed. 7. As applicable, retaining walls within the development shall meet the design standards required for the disturbance of managed slopes in Section 30.7.5 of the Zoning Ordinance. 8. Total allowable residential units shall be 65. 9. Road "C" is shown as a possible future connection to Tax Map Parcel 91-13 to be extended and dedicated upon demand of the County. 10. Road "B1" is shown as a possible future connection to Tax Map Parcel 91-10 to be extended and dedicated upon demand of the County. 11.25% of the required stormwater quality treatment shall be provided onsite. Revised 28 October 2019 REVISED 13 NOVEMBER 2019 project: 18.025 SHIMP ENGINEERING, P.C. ROAD A.1- Public 10 0 10 20 30 Graphic Scale: 1"=10' ROAD D.1, D.2 - Publlc 10 0 10 20 30 Graphic Scale: 1"=10' 1 ) ZMA 2018-12 REZONING REQUIREMENTS' C23 Scate: Vert, 1"=10' Horiz. 1"=30' All sections to comply with VDOT and/or Albemarle County standards, as applicable ROAD A.2- Public All sections to comply with VDOT and/or Albemarle County standards, as applicable ROAD E- Private EASEMENT 1 i f du Ed ZONING MAP AMENDMENT APPLICATION PLAN ZMA201800012 GALAXIE FARM URBAN STREET SECTIONS ROADS A-C Sheet 8 of 10 ROADS B, C- Public U n TMP(s) 91-09, 91-15 Submitted 17 September 2019 Revised 01 April 2019 Revised 20 May 2019 Revised 15 July 2019 Revised 21 August 2019 Revised 04 September 2019 Revised 28 October 2019 REVISED 13 NOVEMBER 2019 project: 18.025 SHIMP ENGINEERING, P.C. ROAD F- Emergency Access Only ZONING MAP AMENDMENT APPLICATION PLAN ZMA201800012 GALAXIE FARM URBAN STREET SECTIONS ROADS D-F £s NATURE TRAIL Sheet 9 of 10 CLASS B - TYPE 1 PRIMITIVE NATURE TRAIL -Private EASEMENT EASEMENT EMERGENCY ACCESS ROAD CLASS S- TYPE 1 PRIMITIVE NATURE TRAIL TMP(s) 91-09, 91-15 Submitted 17 September 2019 Revised 01 April 2019 Revised 20 May 2019 Revised 15 July 2019 Revised 21 August 2019 Revised 04 September 2019 Revised 28 October 2019 REVISED 13 NOVEMBER 2019 project: 18.025 SHIMP ENGINEERING, P.C. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �M.Sff"P No. 45183 -1 to w4 4nuA r 640 ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05,13 REVISION: 1)07-31-2020 FILE NO. 18.025 ZMA 2018-12 DETAILS C23- Galaxie Farm LD-204 Stormwater Inlet Computations Inlets on Graoe OnN Sao nlets Only `m Z q 31 ~ O2 U E C S m p L L 0 O 15 lid.9 E = D co 2 ZD S U U Cc 0 0 0 2 U d 0 F to ❑ ° .) O U ❑ :i 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (It) lac) (ln'hr) (cfs) (cfsI '.cis) I �') (v'I ('�') (ttl Ut) �cfSl Icfs) tttl Ift) (tt) F4 DI-38 12 0.43 0.67 0.29 4.0 1.14 1.14 0.015 0.040 0.020 0.083 3.38 0.19 100.0% 1.14 0.00 6.5 1.86 1.86 5.00 0.23 100.0" 1.86 000 F3 D1-38 10 0.63 Oki) 0.38 4.0 1.51 1.51 0.015 0-025 0.020 0.083 5.62 0.24 100.0% 1.51 0.00 6.5 245 245 7.42 0.28 10&0". 2.45 0.00 F2 DI-7' 4x4 28,68 0.37 10.56 4.0 42.26 0.00 42.26 0.025 0050 0.150 - 1.29 1 1-29 7.09 6.5 68.67 0.00 68.67 1.78 1 1.78 8.51 'Assumes 25% clogging E9 DI-7' 4x4 10.75 0.47 5.05 4.0 20.19 20.19 0.025 0.100 0.120 - 0.82 1.5 0.55 ee 8 6.5 32.90 32.80 1.14 1.5 0.76 11.49 E8A DI-38 12 0.47 0.72 0.34 4.0 1.35 0_00 1.35 0.015 0.065 0-040 0.083 3.12 0.19 100.0°'. 1.35 0-00 6.5 220 0oO 2.20 4,74 0.23 967% 2.13 0,07 E8 DI-3C 14 0.92 0.59 0.54 4.0 216 0.00 2.16 0.015 0.065 0.020 0.083 4.68 0.22 100.0% 2.16 0.00 6.5 3.51 0.00 3.51 6.39 0.25 92.4% 3.24 027 E7C 36' ES-1 - 39o8 0.29 11.14 4.0 44.55 0.00 44.55 0.025 0.150 0.042 0.083 0.61 4 0.15 12.16 Note. Culver, HW!D = 1 5 for 0=55.89. Inlet is satisfactory 6.5 72.40 72.40 0.85 4 0.21 14.58 E7A DI-3B 10 0.25 0.71 0.18 4.0 0.70 0.00 0.70 0.015 0.092 0.020 0.083 1.67 016 1DO. 0% 0.70 0.00 6.5 1.14 0.07 1.21 220 0.17 97.2% 1.18 003 E7 DI-38 12 0.46 0.60 0.27 4.0 1.10 0.00 1.10 0.015 0.092 0.020 0.083 1.98 0.17 100.0% 1.10 0.00 6.5 1-79 0,27 2.05 5.32 0.20 95.0% 1.95 0.10 E6A DI-3C 10 0.41 0.72 0.29 4.0 1.17 0.00 1.17 0.015 0.030 0.020 0.083 3.92 0.20 100.0% 1.17 0.00 6.5 1.91 0-03 1.94 5.65 0.24 98.6% 1.92 0.03 E6 DI-38 12 0.68 0.55 0.37 4.0 1.49 0.00 1.49 0.015 0.030 0.020 0.083 4.73 0.22 100.0% 1.49 0.00 6.5 2.41 0A0 2.52 6.59 0.23 99.3% 2.50 0 D2 E5 DI-3C 10 127 0.59 0.74 4.0 297 0.00 297 0.015 0_012 0.020 0.083 011 0.5 0.42 4.11 6.5 4.82 0.02 4.84 0.29 0.5 0.58 8.11 E4 DI-38 8 0.15 0.78 0.11 4.0 0.46 0.00 0.46 0.015 0.022 0.020 0.083 1.86 0.16 100.0% 0.46 0.00 6-5 074 0.02 0.76 3.01 0.19 100.00< 0.76 000 E3 DI-3C 8 0.41 0.72 0.29 4.0 1.18 0.00 1.18 0.015 0.022 0.020 0.083 4.63 0.22 100.090 1.18 0.00 6.5 1.91 0.00 1.91 6.32 0.25 94 60- 1.81 010 E2 DI-38 10 0.60 0.69 0.41 4-0 1.64 0.00 1.64 0.015 0.020 0.020 0.093 0.24 0.5 0.48 5.77 6.5 2.66 0-10 2.77 0.28 0.5 056 7.73 D3 DI-3C 8 1 19 051 0.61 4.0 2-44 0.D0 2.44 0.015 0 010 0.020 0.083 0.30 0.5 0.60 8.63 6.5 3.97 0.00 3.97 0.34 0.5 0.69 10 E2 02 DI-38 12 0.52 0.54 0.28 4.0 1.11 1.11 C.015 0.020 0.020 0.083 2.62 0.18 100.00/6 1.11 000 6.5 1.80 1.80 4.20 0.21 100 0% 1.80 0.00 C3 DI-3C 6 0.29 0-82 0.24 4.0 0.95 0.95 0.015 0.006 0.020 0.083 0.25 0-5 0.49 5.97 6.5 1.55 1.55 0.28 OS 0-57 7.82 C2 DI-3C 6 0.14 0.85 0.12 4.0 0.47 0.00 0.47 0.015 0.020 0.020 0.083 021 0.5 0.42 3.96 6.5 0.77 0.00 0.77 0.24 0.5 0.48 5.66 Road E Curb CG7 4' Curb 0.30 0.70 0.21 4.0 0.84 0.00 0.84 0.015 0.040 0,020 0.083 2-36 0.17 0.52 D4H" 6.5 1.37 0.00 1.37 3.97 0.21 0.62 D�H" -depth / 4" curb height Chapter 8 • Culverts Appendix 8C-2 Inlet Control, Circular Corrugated Maul CHART 2 0 n{ •.0°° EXAMPLE qa •,00o a. a �..». ua r.N+ a Ifl -gc0o 44 1 i)f . ) o0o T r"• 3 a. 120 C e,00• m a.r •r °. o• m er as � N l.ow 3. a°o ]. N +` •o, s00 •. CULVERT 8 Q25=347.9/2 w Ts 4" =173A CFS u 300 too // ✓ r.• '34 CULVERT A • ?< 1.30 ''` r.s 025=202.5/2 =101.2 CFS F I> t., •C : 3 41 /Yr 0 3 C 0 0 �o M u STR E7C DO NW SL4L[ [XTII•NLt p TYPE x • (FROM LD-20e p 1° »» >a ,0 In r»N.rq a ::°•. «.. if t Is io s II L'= HEADWATER DEPTH FOR C. M. PIPE CULVERTS u«w u. ..n. wP•..+�«. WITH INLET CONTROL Source: HDS•5 RESULTS FROM SOUTHERN PEIDMONT RURAL REGRESSION EQUATION -DRAINAGE AREA ONLY. SINCE TWO (2) CULVERTS WILL BE USED, TOTAL FLOW IS DIVIDED IN HALF FOR THIS NOMOGRAPH. 9 oft VDOrDrelow Mammil LD-229 Storm Drain Design Computations Galaxie Farm From To Catch. Runoff Increment Accum. Total Total 10-yr Total 10-yr Up Down Pipe Invert Pipe Pipe Velocity Flow time Structure Structure Area Coef AC AC TOC Intensity Flow Invert Invert Length Slope Diameter Capacity Increment (ac) (min) (irdhr) (cfs) Elev_ Elev. (h) % (in) (cfs) (ftls) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 G2 G1 251.22 0.42 105.51 105.51 67.3 1.88 198.08 467.50 466.50 45.00 2.22% (2) 48 146.4 11.6 F4 F3 0.43 0-67 0.29 0.29 5.00 6.81 1.95 480.00 479.00 149.64 0.67% 15 5.7 4.2 0.59 F3 F2 0.63 0.60 0.38 0.66 5.59 6.64 4.40 478.80 478.50 39.07 0.77% 15 6.1 5.4 0.12 F2 Ft 28.68 0.37 10.56 11.23 23.50 3.83 42.96 478.30 476.00 114.73 2.00% 24 34.7 11.0 0.17 E9 E8 10.75 0.47 5.05 5.05 23.25 3.85 19.43 516.00 505.70 250.92 4.10% 18 23.0 14.6 0.29 E8A E8 0.47 0.72 0.34 0.34 5.00 6.81 2.30 506.00 505.70 28.02 1.07% 15 7.3 5.2 0.09 E8 E7 0.92 0.59 0.54 5.92 23.53 3.82 22.65 505.50 492.00 161.72 8.35% 18 32.9 20.0 0.13 E7C E7B 39.08 029 11.14 11.14 29.02 3.38 37.69 486.00 485.90 5.00 2.00% 36 102.2 15.3 0.01 E76 E7A 0.00 0.00 0.00 11.14 29.03 3.38 37.69 485.70 484.70 86.98 1.15% 36 77.5 12.4 0.12 E7A E7 0.25 0.71 0.18 11.31 29.03 3.38 38.28 484.50 484.20 27.52 1.090/0 36 75.4 12.1 0.04 E7 E6 0.46 0.60 0.27 17.51 29.16 3.37 59.09 484.00 476.50 256.02 2.930% 36 123.7 19.3 0.22 EGZ E6' '10 yr Flow from HydroCAD model 25.78 476.00 475.20 16.12 4.96% 36 160.9 18.3 0.01 E6A E6 0.41 0.72 0.29 0.29 5.00 6.81 2.00 477.70 477.00 30.08 2.33% 15 10.7 6.7 0.08 E6 E5 0.68 0.55 0.37 18.18 29.39 3.36 86.83 475.00 471.40 195.55 1.84% 36 98.0 13.9 0.23 E5 E4 127 0.59 0.74 18.92 29.62 3.34 89.01 471.20 470.25 59.92 1.59% 36 91.1 10.2 0.10 E4 E3 0.15 0.78 0.11 19.03 29.72 3.34 89.27 470.05 469.60 28.87 1.56% 36 90.3 10.4 0.05 E3 E2 0.41 0.72 0.29 19.33 29.76 3.33 90.19 469.40 468.20 74,82 1.60% 36 91.4 11.2 0.11 E2 E1 0.60 0.69 0.41 19.74 29.88 3.32 91.40 468.00 466.80 149.78 0.80% 42 97.5 11.8 0.21 D3 D2 119 0.51 0.61 0.61 5.00 6.81 4.16 469.00 468.20 61.01 1.31°'0 15 8.0 6.6 0.15 D2 D1 0.52 0.60 0.31 0.92 5.15 6.77 6.22 4-68.00 465.00 76.40 3.93% 15 13.9 11.0 0.12 C3 C2 0.29 0.82 0.24 0.24 5M 6.81 1.62 463.00 462.70 31.95 0.940/6 15 6.8 4.5 0.12 C2 C1 0.14 0.85 0.12 0.36 5.12 6.78 2.41 462.50 462,00 8.04 6.22% 15 17.5 10.0 0.01 B2 B1 338.08 0.43 144.02 144.02 67.6 1.87 269.63 462.70 460.50 64.00 3.44% (2) 60 18.7 330.5 A2 Al 133.20 0.42 55.94 55.94 45.5 2.52 140.70 464.30 460.50 71.30 5.33% (2) 48 19.0 226.3 G3 G2" 3.67 0.45 1.63 1.63 16.50 4.59 7.49 varies varies varies 1.30% 15 8.0 226.3 " Calculates the worst -case scenario for the privaW storm drain "G" Sewer. Min. sb -1.3% SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r4 M. a 1 Li No. 45183 -1131Ito t'';�r' `sS70NA1. 0 0 r_.. All, Ar ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1)07-31-2020 FILE NO. 18.025 VDOT DRAINAGE CALCULATIONS C24