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SUB202000098 Plan - Revision 2020-10-19
ROAD 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. Al[ 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 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. 11 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. Al[ 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 Ian and must be P PP P 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 DRAINAGE CALCS & PIPE DETAILS Carter Mountain SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v ._9IIMP Lic. .45183 F,ys E t ONAL ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. COVER 18.025 C1 r T.M.91-10 COUNTY OF ALBEMARLE,VIRGINIA D.B.1979-44,46 & 47 PLAT , r T.M.91-813 �d , COUNTY OF ALBEMARLE, VIRGINIA D.B.1979-44,46 & 47 PLAT _ / i' ;/' l 5L PE? / b r �� LOCUS N76°25'14"E II 56 _____'' POLE.'. / \ \ --- /TBR` 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°j5'10" 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 IDS /GONG.�' % ///// i////r // / ��/>s'/ // (_cS /CASING / `twJ/--�____/r ,� O'/ i / "/ i / i (i / i _ ` -// s/ AA Y I N Ai 1 _FMAI � � r FSM r IF (2002) / f ❑ Ho._ r SAT' CLAUDE S.SHELHORSE,JR. & % ' { S ' ' VIRGINIA THOMAS SHELHORSE I �I �a Xl BUILDINGS (TBR / / D.B.1049-86 11 I I �- POLE � IV. / / f Y- / r r`�� �� ,juT4 N METAL / D.B.521-523 PLAT C / TBR �,,- l ,'r = 1 D.B.337-255 PLAT��j.e�O$�� �I // �r� /i.' I �`� T.M.91-11 SCHOOL BOARD COUNTY OF v I ALBEMARLE,VIRGINIA �` �PR6\PANE\ T -''l� / \ r � / I � � r r / r 9 i; D.B. 5258-620 �. \` �. 0 \\ \\ �\` \\� %I r , ' - `/-5.09 ACR//�//� / / %, / / r . ��c( /• ----'. -,T �J fi3 3 -.'/ /'\ y D.B.1979-46 & 47 PLAT a / / TANK r , / , / T C�"- r r p � OI / --- - - ANNA MPR E WITMEJR // / r f / : ,♦ \ / /. -- / AVID S.WTNiER'& -`- PLiY7 V ` �) ' ----- - -- - /' ,% ♦ R/ a� ,� GUARD 5.59'9a ,' �v 1 /1 ; • E R'/ . ------ -// / I 1 _ / r WELL r r r 8 `9' ' �y \ V / i ,1 1 ! / /ABANDON PER-�� 1 - 1`t j�O 5�.. A �3d - - �A9 86, V i /p0� i I -7 DRIVEWAY / DEC) STANDARDS. PAVE _ - q 2 \ FILL WITH GROUT 4v�j - J T.M 91 13 ----- % DRIVEWAY �, CFO \ \ i -" AB moo.\ \ / I r R) USING TREMIE PIPE ' _ o ,� // /,- / _ -(TBR 5. 4'3g:'W/.. / - _ _ VE I Y tl S COUNTY SCHOOL I 5 ,n" 0,;+ - / 11 ii r / / _=-- �l BOARD OF PA LIMITS O. \ \i' /�1 rW . 19 7 25�4.',.fi r' rr x ---- --- 1��� AXIE ARMv PAVEM�NT y ALBEMARLE rr Ig`• \ / _.= - , 1 v BO(1N ,AR Tb / - r r- - 8 \ R ' '� _/_ -, �' i /r - _ f / _ L. - A 6 II r' 1( EMO \+ \�O -F / /,-' ,p��/ , x COUNTY, VIRGTNII` I--- 7� 4 r-�3 / ; / <- / <- ✓ 485/ �' _ B 94ATEb -_-_ H -- ^a 4 2 r = -' / 11 II - - r / ' °r- �-� // I rr-5139'"7 �A GUARDR A D.B.1033-3�3' . 3 Z, F / / I I %[GALAX�t - _ m D.B.1033=�fi3- - � 1_ $? , `,� / i I` / i 1 r I i � _.�-.- , 3 52 i '' i / .' '� ; i �8 �S � � - - ,'' � ' ,' - � - - ! � i ��d": D.B.619-368-PL'AI 1 \ F � S - /. _L. 46-E / 7 _ - o -� S43-- —' h V� N 6 - 5 vvy �j EARM LANi 53" / - / l I r r / +-_ - ? �tiP 560. »� 547 S 450 1?6.9 r / / R Gi, O 2B-r / r / / l r r r �- v 9- / / 1 / Q- / / - ��d SQL! FS /��`� %"ji i/ /�/ �♦ D. Bi'198 590,592VPTT� x ' \ / �� �UNDARY TO - - - \ p a J _ g i, o', BE VAC -- - / --- - k // ' r � ,. i /' // .' i' /"\ i/ 9 0�.. *-- � 4G DRIVEWA f e � � D� 219 261 P T/ �'PF' �J�o,•_ r / ry - / ti / / ' / ' i ' / / r. ' , / /r' / / / r i \\ lr' 1 A_p1 40 F J x (TBR) 1 11 I I t\ rf� B 219 357 0�' / r� � J7 S I r , , r / ; I r � I � I � I r / r r r / r r' ' / ' /' ' / / r' i \v 9 ¢ > n2 I � � ) _ ti �' r I \�� I' I�/ I� \ r 366��8 PLAT / `�� ) �_-____ ' ,4"); / / r / r i / i h� i / r' I. -� 5 U/ I 1 / d'. `) ,r < Q� �i•' c� .w �-¢' / 2p, '� �', ----- ---'' o r r . r r 8,27 ACRES' . I ( , aiz a z \ _ r / r r ,' PER, HAY * ► �P4 s�6, \ _ -- ,' ,� .' ' / �hALL E CP HA KES; ; o SHIMP _- ♦ r ! �i' ' / ' , / \ , r 'I J'GPERMANENT( CSA �' RJ '� / I _ \ - ,5 t' / / D.B 85�r143 - - L G O N ! ' I -514� � \ � �- / r i' 1 ' / ' i' i i / �/ ' Ir'__ I II I SANITARY SEW ESMT - a � ;,- \ �/ r h r 1 r - / I � `L t � r t - ` '` ---- ----- �ry / - D.&619-368 PLAT I i ✓� - /- ,' // ,, , 'k9 _ // ' 4 4-------- -- I/ I o E 3 79-90 PLA ; E N G I N E E R I N G / SjO-�' . �'/ / / / / - / _ _ i /r ' I // / 1�j I I i r r' dJ �P// \ r ,1/ OJ O ,' LAND PLANNING - PROJECT MANAGEMENT v t I �� ! S0`I% 912 E. HIGH ST. 434227.5140 -----/� ( CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 - -' - h° - / / - / ' / / ' _ - ----� �\/vim-------- ' i %/ % b1 \ 1 �! ,r eyrll 1 r �% / / o�R / , , r , -- 4 - / / EX. BUILDINGS (may X. BUILDINGS (TB _480 ----- �JQ} ) 1 / / �i,° ♦ 'I'J. ,,%./ y / r O�'� BU`i QINGS R \ ` __-` �Y i 4j8 �`. j r r I I \ _ l r',rr /' i r' r r / ° - --A ----- - 486-__ FENCE L=7 _ _ _ I � ./ / 2/♦'lc/ \ / 1 t o 1 a3,a-�'�rb,' �o�r/' i,'X / ' , rGrM' r r r UQ �JOUA Ib�i limp ,i•7>S.S -- ----' 7 4 .451 °W ^48&td5 9T\491-646 - GRAVEL SCOPES GRAVELm900'S�' V. 1'M.91-B + -i__ _ i - 7009'4 �i,� A �SSIONAL ei OPEN SPACE,PHASE IV,AVINITY T.M.91-1-1E T.M.91-16D \ AVON PROPERTIES,LLC -- \ - - - 2.84' , r AVINITY ESTATES,LLC SCOTTSVILLE ROAD HOLDINGS,LLC---------� D.B.2267-750 D.B. 5124-678-A PLAT / D.B.3257-702 �- _-- Rlb D.B.4894-228 PLAT I D.B.4990-174 D.B.3480-44 & 45 PLAT D.B.4894-228 PLAT D.B 558-379 PLAT %i ROAD PLAN FOR T.M.91-16A1+ / GALAXI E FARM 12VAC5-630-450. Well Abandonment. C. Permanent abandonment. The object of proper permanent abandonment is to prevent contamination from reaching ground water resources via the well. A permanently abandoned well shall be abandoned in the following manner: 1. All casing material may be salvaged. 2. Before the well is plugged, it shall be checked from land surface to the entire depth of the well to ascertain freedom from obstructions that may interfere with plugging (sealing) operations. 3. The well shall be thoroughly chlorinated prior to plugging (sealing). 4. Bored wells and uncased wells shall be backfilled with clean fill to the water level. A two -foot -thick bentonite plug shall be placed immediately above the water level. Clean fill shall be placed on top of the bentonite plug and brought up to at least five feet from the ground surface. The top five feet of the well casing, if present, shall be removed from the bore hole. If an open annular space is present around the well casing, the annular space shall be filled with grout to the maximum depth possible, but less than or equal to 20 feet. A one -foot -thick cement or bentonite grout plug that completely fills the bore void space shall be placed a minimum of five feet from the ground surface. The remaining space shall be filled with clean fill which is mounded a minimum of one foot above the surrounding ground surface. Bored wells or uncased wells abandoned in this manner shall be treated as wells with respect to determining the minimum separation distance to sources of contamination listed in Table 3.1. The location of these wells shall be permanently marked for future location. 5. Wells constructed in collapsing material shall be completely filled with grout or clay slurry by introduction through a pipe initially extending to the bottom of the well. Such pipe shall be raised, but remain submerged in grout, as the well is filled. 6. Wells constructed in consolidated rock formations or which penetrate zones of consolidated rock may be filled with sand or gravel opposite the zones of consolidated rock. The top of the sand or gravel fill shall be at least five feet below the top of the consolidated rock and at least 20 feet below land surface. The remainder of the well shall be filled with grout or clay slurry. 7. Other abandonment procedures may be approved by the division on a case by case basis. 8. Test and exploration wells shall be abandoned in such a manner to prevent the well from being a channel for the vertical movement of water or a source of contamination to ground water. 9. When bored wells are bored and a water source is not found, and the casing has not been placed in the bore hole, the bore hole may be abandoned by backfilling with the bore spoils to at least five feet below the ground surface. A two -feet -thick bentonite grout plug shall be placed at a minimum of five feet from the ground surface. The remainder of the bore hole shall be filled with the bore spoils. 1 1 50 too Illllilllllililllllillllli ��� SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 EXISTING CONDITIONS C2 SHEET C5, C7 SHEET C6, C8 PRESERVED LOT 65 SLOPES _ ,014 SF 1 / LOT 64 , 10,420 SF -----_- , I LOT 49 1 1 10,40 SF NEW 20' ACSA , I ao.o' N SEWER. ESM 1 I 1 /L� I�.• , ,� P BLIC ACCES I PU IC ACCE S I�- EASME T R2s.o' E SMENT // FI _MANENT ACSA F26.01 LOT 63 a Rao.°' F,P%. ¢� 'Y SEWER ESMT 1 • r„ Lot 4A s 263,1_90,95 PLAT) F %\J 5 E� �� 86^g2SF CIS 46fT85SF !O o/OFF / . ,.♦ ; O O / Im O 1 O/Vs.O' / ��• 'I �IW 1 oil /-/ 1 i ! O'x15' TEMP. / �. AN AJ O �' / d // ADING ESMT ' LOT 47 LOT 51 0 4;929 SF - ' 4'740 SF 5,4196SF =� I 6 SF _ / � 1 — ------ - 1 OPEN SPACE A GOB i 59,71 / 0tllJ NEW 20 �A CSA /'� FIL>ERRFABRC RIP —RAN OVER SAN SE1�ER ESMT ' P.9EE�T Cowc •1 Av?A ^P /� LOT 46 _ 2a.0 LOT, 52 4, �0� `3F- z .o �-___� .. 8 RiPre 5,045 SF } 4,830 SF ROW (TYP.) .:::. .... * - - - 0 0 I R W (T� Ra ---- -- 2s.0'+. R2s.o' ,-- --° — -ca ---- �Lialoo - •--- Nto -- S4 PRO\A_�� ROADA2 _ o--� "tC------------- — uB� , — — \\'5TkBLICROW to Ooi:•-------------- �C W TWALL,..,r F. - - - - - - - ers.o' Rzs.o' zao\ , - �\ o MAIN TE CE ESNi ^ � _ _ _ '• .. a _"_ o"u - � � `,a nssH�nowau.s � N /, P- - „ FF c I �.x.. GAL.AXIE - _.a cSA 24.p L3�95s LOT o "u� "a-- `.� R25.0` / — - : ` ,, LOT 45--8`Z43:6SF e"u o"u - -- `� i S W � 3 F o J 1 -..r -r 2,239 SF ,y I / �� : oeu� LOT 1-- \ _--- - CHU OP28 03ASF C ®YP. ' �IO S.R / !i.// � �s-. ? m , LOT 2 _ /. RO /,/,^ 8,690 SF ( ) LOT 44 ' a m , 5,232 SF f 1,152 SF I LOT 43 AG�495 SF__ ! � J �• / � - - I .� LOT I54-- I----iOY 59 � / C� � i �� YZ � e� 1,152 SF - 5,569 SF ` 10a LF CLASS Q?I I' .i � � �' LOT 3 I �o ES RIP —RAP OVER J 9 LOT 5 �2 , - _ 0 5,905 SF 5 2051 SF NEW RETWA L LOT 42 a .. ... /..—++c+�---- -Ric -- _ _ _ -_ __? I Cr 4,926 SF '_• ACCESS ES T -- -- -- -- -- "-. - -- '- __ __ _ _ . ----- 1,476 SF : itst7�` / m LOT 6 ---- -- - - -' /../ J/ / 4,808 SF LOT 7 LOT 41 LOT 5 -- -- QP _ _ _ -_ 4,942 SF 5,09T 8 LOT 9 LOT 10 LOT 12 LOT LOT 1 1,476 SF 3,4145SF--- •_•.._ ••• - ---1 _ 1 --- _ 4 SF 5,637 SF 6,313 SF 7 664 15E I 1 79 LOT 40 — LOLOT T '. R48.0' -- --1,476 ' S . .. IF � I SF - LOT 39 .' 1 .0 LOT '56 �.. hd 5 4 2 887 SF zJ �L- -� < �. 9 P A T A _. L 20 ERM NEN c. •- , I -- G / -- 4 320 _. "J SANITARY SEWE, - i / Z / ROW TYP. r - . , ... z°.k+' ..�i :.,.I I /OAKEN SPACE B ROAD C n+oo N - - — - 122, - a • .. - 9 _ 97 SF �, z o _-----COTJ57 }—o r• d 0 4,78 SF i 1 87 4 / �13 vP - 54' ROW Rsas.O' �I3 °o - Ras.O' / ~� Q' '�"^ 10+00 — — _ _ J— 50_ +— 25.0 .. ,.. ..: .'.•... 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LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST 404 227 5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SIONn1. e ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 SUBDIVISION LAYOUT OVERVIEW C3 I ; ' SHEET C5, C7 SHEET C6 C8 \-- ' 08 gEWrVED/ / bZ X010 —�=Tl 0 10,420 SF I / '• i // i � � / / ' ,'' y1� ' I 1 I 1 i LOT 4 5p0 10,42 1 1 w—w •s� r / - _\ ��`a3 90 / F i / /' /�/ ' iy / / / i'i i / / I`I s?z LOT 63 _ ,'. ee',// i, ' i l /, i I ,/ y /�' i "/ i .• I v u vLOT 48 �a �, i II / '-90-_ a 6,263•$F //r:.� •, v �6j21 0 50 /� '88 ' tea' / ' i f l ;/ / r'4, ItQ8 F u/ '� �, •' / a l r ' / / / r �� / /4 � - � � � /' e0`� / / I i r / � / /i ' / • 2 X Mr O i ram= + _- _ �l 90 i =_ �__ - - 4 / :.. • / ,h�6 /,' % / % / /� ��` / y 1 / I 1 II .III 1 II 11 LC%T 4SI II` L T 1 p II LOT 62 u / g4 �-- ' • r /� r/ /' .41�� /. ,Oy�EN /SPACE SF.SFr o i ° 59_ /,h 16 SF \ \.3, �io-%= _.J -♦ I / -� I I • / / / / y / y/� RI9,�tAP O /" \. \ -'- y5F/Rit 1 I 1 `r--fir;-- �9 -__ ==1 L - ✓ / 1 i ' / / '� / P Asr c c ,/� ``• �`:./ 4� i / / / /Iry IL1ER /'. , f //' LOT ' /• , / I p1� NeAawAu 4,300 5,9a5 SF � -�q . L II 4A$30 F II II _tY__ .i / / RIP AP ' 1" 7°°- V J�� / '�w / /� •V`� -� J■ ii / II III i L _ Ji p` /� y _ _ _•'/ / / _Cl.a 62��'.' 1 /•// ,ABFr =� e _ —� as"x3�__-%6 /10 I _-'-�—CP_1—�— / � 1 � CPO / g%s°0� ' ,,' // .,jY� p •'.... RQ \� 70_- :�//, ,,'i // // +' s, "y�w—w v—f-6-1w,r II • �_—— �— T-r i^/ 4$P�QAL S ADA e7o EG RQ68 �q// / -! \ AST Cost _s_Oeo. , /•-' / / , T -_ 1•.., •_/ // , / / / / / ,I � \ i ' _ _ -- / — — ,i""` °� \ �� / ---'-� T .•i ' /,., r/ / rr+--0 - /•.T, J / 'I aHu�OHuv aapdp +� / , `r I \ \ 3.379 NSF -- _ I d ` / 7 / / �� , , a \ \ j DIY ,.� / I oeu\ ■ y I / ✓ / z - _ r / ��� a an 1'` / �- �-- i�-y I _���-/ / / / 1 � � — — / I �— ____�_ NN IFJ I / / I� IFJ' _� U � i, x%az ^ --/— / / 1T A $ZI �2 743'� - j oHU ice' h / I : i 1 >< LOT "' s / =_= Ik --- L--O 1 II ? SLOT 2 I r. �r I i I , � I � // � f:- .�� I � - •. '.� , O � ' • i:�/ I v>�a � � / /' / / 1 II u I _�_, _ Lf) K RETWALLI CEOF//ABRICI �- ,. - I I y E SP / LOT 4 _ / , _ o F,;� ♦ o ro / / ,tea 8,690 ��a o--5-T3�4_SF i 4 • ��� . -- �� �. --�- � • r -/- -./� - I ��_� / I � /i "� � ,, � • / C 9' O � _ ,AA SLOT �� I �. I II 2 \ I I I \ II q 18' e.. �u I ---- II I- A N L6`i 59 I I WR / 905 SF u 4 926 SF / / r {5/ \ •. lRI LF cuss ��� I F Wa / LOT 42F 1 4 s _rt _ I RIP -RAP oIRC I�� T 3 11 251 SF 7 % / / O / I / ' = r ---- ..._�.. r C Im UN � L0r/ ` '� �- 1 �' �°+tcreRF e�alC� . :. 1 / / •.. II Iy� < p' / / / (- y - - _ ' / ' - OT 55 T \ I 11 I I � I - I� ry t / 1, 4,808 II .LOT oy II / OT 8 'I, r —�- � F�- - / _ /____ , / I : LO�Zg41 T �__ds a 1.,.i I. I� .4, SF �� II/ 5,0 / SF,?I /t 2 / LO �0 1�- !<0 f 1 i I`\ LOT 12i LOT LqT 1 L• 6 ,'— 3�494 5----IF�" I ...�'l ..�..._�... / T I �2,172 SF 13 1, 9 $ o u 7,6fi SIB II -'-- -- _ 11 / / 1,4 r / LO 0 y __ '_ --- / /' 3'' / e'g r / i•L?� .�8 / n �• ;,I �. - 1 � ,�I I / I ' /, � 7' SF NI 1,476 SF 1 s s s -- � d % / � I \ // Blv�� - �I O __ J II / II,' /. II I�� A O ' OT _ =__' ,/ _ ®_ v 2,887 SF 1 " I�56 t� ,_ _ i u i I ► i 1 ��-/ �d i �/ 40� / ,'/ � °,TJ , %' •/p �. "I .c �. _�"_ / , '� k •� / 41 �- _-- =1J .i / CD-T %,5r I I i �• / ,C/PkN SPACE B ,'r' T -- � C 87,497 SF �Y..]© I E9 .—v v v�., � •ROW � � ". � " I / �� 'o/ h , r%' �— �" .w w�ri —r�.� � ��� x%%J0 �,_ _ 3' ,i. �'- � � / / / � ' V / ,,: �_V 1 �w-/7� x � � �� r. _ � �/' �� /� '� � � • w —w •—,w=w w— y w w—m w w �w—w —w�Tr 1'?FT�r�`— �� / I I � � LI / /.' I � 1 � 2t� v �� � � - ' � -. � _ "� /' h'' r' / � � ' I 0 � � � �•``II r r�w w _y _w w— •'mow � �I I AI � � I I J� / y/ / / ,/ �r I `v 9 I 5 I / I If4 t 54' ��LI RO • %�° x " i I II I I I. � _� _ -- - -_ �� - �ti I�� �' - ' 4 � �'_ / y '' •. ., •... �\ ♦ .��,I lz' I:� / r , / ,/ r / / E6" - �O" O O `� I I I • i a/ '� ,' ' w 20i r L4$T4}5 III 16�\ill II �LO�T 17 5 o-l1 LO 0 IL, L65. I, '��LO/7 II ,'c6T •500 ��I ,I�'� lip j 23 II o LOOT' 24 �i ,11rr/ `-Ir i P --/ ---� - _ - - _ - ---1 P- C = / .8.54 F 'o- / II .� , SF 11 �/ 1 11 480 a II SF LO L� % �, % a • I I ! 'y y y'� , y ,/ ,' Ilu 6, S it i II , _ \S 11 - 5,2 ,L` o-- - II i �' 4 ,:r -- 96 a SF ° T y T 25 II LOT Y-6— 0 4 4 LOT 2 OT 30 LOT", LOT LO LOT 4 LO�i 35/ LOT LOT L T` 8 • � p ' I fl a II �I 11 �6 SF 27 28 ,144FJ�,136 S 31 �.32 33 3,166SF 3,16��SF 36 37 2, 7�SF _ _ i 76 ` '\w • t / o=�/ / " �' / ' /' ii 1.886 87 \ \ j 1.865 1.868- i------ SF ' Ni / ,� I I u Ill II. II I, 'III J✓ /, - �_ _T 1-878 i-&�4 ■ ' . / , / / / / / IL , - r h all I ��_ L =___ _ f / /' -� Ir o , SF SF SF SF df SF M / / I o10 / , / �' / i ,� < _ - ___� - - _ __— g�: `` \ II i �'�•� 4 ffrlss .•i e / / / y -90 r x8e i5 ,' y \ __/ / __ 38&.==-I, I 0__ po/ -- -494 4-- -- _ / • ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 SUBDIVISION GRADING & UTILITY OVERVIEW C4 NOTE: FUTURE CONNECTION IN ROAD Bi ROW MUST BE EXTENDED / PRESERVED AND DEDICATED TO PUBLIC USE / SLOPES UPON DEMAND OF THE COUNTY LOT 65 12,014 SF LOT 64 "NO PARKING" i 10,420 SF / MUTCD R8-3 i SLAB / ' J LOT 49 FFE=492 SF NEW WECR ESMA S / /• R30.0' \ FFELAT02 SL B / o FFE:=491 NEW 5'x10' ' o PUB IC ACCESS S ESMT 18.0' "NO P KING" SWIG FOREST/ I I MUTCd 8'-3 PUBLIC AC ESS .I EA ENT OPEN SPACE EASM NT \ EASEMENTIII I R25.0R25.0' � � 0.56 ACRE $ LOT 6� R30.0' e�z 'I LOT 48 0 \ III 6,263�SF ® pTi,X� 8,6�2 SF LOT 150 SLAB 1 4,609 SF FFE=490 p J a j SLAB w °D I � ! � FFE=500 Y C a Y BASEMENT "NO PARKING" d25 a W 0 , < FFE=500 MUTC >R8=-: p m a BFE=490 - a `� ROW0 w_ m f� ti .0'NE 20" ACSA �^ N cO N /07/� : V / \.�� \ / 30'x15' TEMP. I I SAN SEWEF, SMT z O 4 / / // / / GRADING ESMT / "NO PARKING" N m �I ✓( /I / �f I// / J� LOT 47 I < - MUTCD R8-3 LOT 51 LOT 62 cn• °i o -R �.0'° // / Per;4,929 SF 4,740 SF 5,419 SFI y / /// r------- I, -----r SI�rAB--- n a: OPEN SP CE A s�Ae 1 FFEI448s z "No i 1ARKIING" T� \ Imo` L9 s5 M CRES2� + ti z I F SLAB o o BASEMENT / 59, 716 F ��• PEN SPA / J I cn rn rn BFE=}184 NEW 5'x1O' y n 1 0 0 MUT R8 ( I I r l Ls ESMT a m l m A I / NEW zo' PUBLIC 1 33 L6 C4 s II I I I ��► I I I �I I �\1 I F�LE� I I I �� I I n m ROW P.) / DRAINAGE ESMT RI -RAP OVER D Z Z D I III dI�T�RNWOVFABRE l,�►1 \���I p�Jl 1 1/ 1 �� / PC1 6 LNjEL2EW1ACSAW ' / n n 1 ro ER E T P qST CONC. m m LOT 61-PFNEADwALLI III / o °J 2Q 0 4,300 SF - ' 0, P / f ®�� NEW V.W, PUBLIC 5' P IMITIVE LOT146 LOT:52 SLAB CG-12 TYPE B TYP. 48 _F_E SS` / 5,04g-5�--------4,-8-30 SF FFE=482 2 '0 ( MUTCD RS-3 I I--- DRAINAGE ESMT �ULCH FIR f a® I ® ® �.. -PII RIP RAP _' \\�F.F-P� SLAB w SLAB ' -_- / _ _____�\ ��i, 1 n U FFE=491 ®••,:• FFE=490 "NO PARKING' I REET SIGN - `160 LrF Ti, "Nb ARKING II ® 1 MUTCD RB-3 NEW GR-2 ` ---_.. MUT D R8-3 I W'i ►- - TOP SIGN - ROW ( P) SH U R ®5% ; 205 LF 7 1 Z ROW (TYP. "NO PARKING" UTCD Ri-1 STREET SIGN e . a / I l T ; NEW GR-2 /.j IJ END STATE MUTCD R8-3 " .: -. , .. �. + . '� � �- 5' SI � WAtK .• I � _ � = CONNECT ROAD A TO GALAXIE - - - - - - MUTCD R1GN / / GUARDRAIL U MAINTENANCE - - - --T11NG� TRIP R25.0 j / - 1 00 +S� � FARM LANE W SMOOTH MILL & . - STOP SIGN R25.0' T SIGN I-V3b i - • :..... . , . �... _ I � IQ OVERLAY TRANSITION. MAINTAIN - - - _ � i LANE OF PAVEMENT WHILE RZ5.0' � I COMPLETING CONNECTION. - - - - _ R25.0' ro CG-12 - 1.0' TRAVEL LANE - m _ 14+00 ®� , / ��+�/ / - - -®- - -- - - - _ _, T 4 IJ CAS \ 6 /j / R8 14+ + P WI WN ' SAOPE. MATCH CROSS I - wP- ILL 0 TYPE B _ - - - - \ EXISTING.. &e RLAY _ ROADA2 0- - TT 15 10 TRAVEL LANE - 5 P7 UBLIC ROW 16+00 ®® _ - - - - - - - - - o ROyy ,op � PAVEMENT SECTION/ �- - - - - - 4 BIKE LSE - - \ \ 0 \Rq Ee �G Y , �2 0/ TO ® _ _ _ -.- NEW POWER POLE i � � _� � A / Th�q �'�NF \ ROW (TY_P. �� R25.0' R25.0' ® LF 6' PLANTING STRIP �: STR T SIGN _ STREET SIGN ST - SIO E`INALK: • • • _� --_ I 150 LF �°��- -- --L P� AST CON. �V�� �Tk(,. �NF N� 25 MPH2 SIGN U D R2 __. MUTCD R1-1 " � � � � � _ �E�GR-2 1 EADWALLS `,� TRAIL CROSSIN IGN W11-15P CHU I DRATL - 4 LF LASS "NO P RKING" / a�w RIP-MUTCD R8 3 11 LF CL^v�` o / QryI�U OHL • \ I_ ` RIP RA46 RAIL CROSSIN NEW 20' ACSA ° LOT 53 'NO PARKING" N I 'NO PARKING" "NO PARKING' _ ` + - �� SIGN W11OSS NEW 20' PUBLIC oW AN SEWER ESMT 24. 3,379 SF MUTCD R8-3 - LOT 60 MUTCD R8-3 / U C R8-3 OHU RIMITIVE� CG- R25.0'- NEW (r P.) 6,743 SF P 5Hu , > • _ NEW 35' PUBLIC �AAU��UTRAIL 'h.� Q DRAINAGE ESMT I - ` _ Illiii ' WIPEDOW c, O SLAB 1 -1 4 LOT 45 2 0 FFE-485 ----- -------SLAB II �, I� Di AINAGE ESMT ��O - v 000 �•' -. TOWNHOME SF 11 (� FFE-480 5' PR�CH I VIL , OHU O� NEW G LL TOWNHOME MULCH AIL STOP SIGN g P FFE=486,0 y /� / OHU _ �6�� GU, DR IL MUTCD Q,� LOT 44 pCp 31 O 32' PRIVATE /ORD (NO / // I DRAINAGE ESMT 6RD ( 0 �S� ' • r D ST ET ESMT f ST UCTURE) / 2 1,152 SF o _� S NEW 35' PUBLIC RUCT E) Y , O• F, TOWNHOME "NO PARKING n MUTCD R8-3 W o vy� FFE=485.4 � ^' ci LOT 1154 3,495-SF--- _ z -----LUST 59 LOT 43 -• �� 1 152 SF �+ . M N GED SLAB r1 < < 5,569 SF 11 103 �F� �LA$S TOWNHOME o -, 0 S FFE=483 m "NO PARKING" SLAB W FFE=484.7 MUTCD R8-3 FFE=479 U J "� RIP -RAP OVER I LOT 42 6 z n - NONW--------r _ 0� sHouL O 5% ' -- 1,476 SF . o o to o WATE ESM - ---- - _ 1 �: /%� / TOWNHOME "' "NO PARKING" .��- _---+ 1 1 _ - ✓ v' v v l w _---+1-r- Y I - - - - FFE 484 0 0. y A D r o - MUTCD R8-3 - '-L - i r _ LOT 41 a z m m z z v 3L494IT 55F z O I o NEW 28' PUBLIC t„�O LOT 12 LOT 13 LOT 14 1,476 SF r Ir 1 '"� DRAINAGE ESMT •- /�/.' ��7 I 2,172 SF 1,455 SF 1,879 SF TOWNHOME w rn rn D N SLAB o40 .. . --- ...�•• � ,. / / T Q FFE=483.4 z z z - FFE=481 + `� / - / �� Q' / LOT 40 -o m m 1,476 SF LOT!58 I SWM FOF�EST/ �� / /�� TOWNHOME o `3,1 SF �jN SPACE 'I <j�' •-���, / FFE=482.7 L SIEMENT 3 w SLAB I I 1. 0 ACRES , J� / I OWNHOM OWNHOM OWNHOM LOT 39 111 "NO PARKING" 0 FFE=477 O l Q- FE-486.I FE-485. FFE=484. TOWNHOME SF _ L T 6 STOP SIGN FFE=48 .0 MUTCD R8-3 -210 4,320 -- I LNEW 20 PUBLIC MUTCD R1-1 FFE=482.0 DRAINAGE ESMT CG-12 ROW (TYP.) SLAB )e _ TYPE B ".,� 20. F CG-12FTYPE 7B (TYP.)2C.0 "NO PARKING... 2 0 MUTCD R8-3 �, _ h� /�j OPEN iPP�AICE B <i� P� a T SIGN 5: SIDEWALK`. ® - • • o MUTCDOAR8-3 4,7789�SF //// 8749 SF PLANTING STRIP STOP SIGN - O SLAB MUTCD R1-1 I v J` O - ------ THE T SG m FFE-477 10' T AVEL LAN R25.0' - N _ _0 R25.0' w- p �p_ 3+00 17+00 � ROADC 18+0 _ R20.0' ' Oo� /30 0 30 60 9010 TR_EL LANE O 19+00 PARKING LANE 2 mil- - • SEWER ESMT R900.0' REVERSE CU�� - o = I I Scale: 1"=30' ' P ANTIN STRI 24.0' 24.0' 24.0" AFTER INLET + J . .. 24.0' R25.0 NO PARKING" - - I _ _. DEWPL , + ' .. v MUTCD 38-3 AI RIPI-�{AP �./1 PfIIt "NO PARKI I \ 1 2 2 2 o m 14"\: MUTCD R8 3 12 0' - - - "�0 PADRRIgG3 - - - MOUTCDRR8G3 R30.0' o /IJ- � I // T J -MATCHLINE - THIS SHEET 111 / ACS WSAN LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 I \ //I / I dCx BOX 1 SWM F REST/ U _ �/.._/ p� \ OPEN -FACE g `1 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SIONn1. e ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 )T 29 I i I EASEM NT 4 �gl / .✓ \ 44 SF SEWER ESMT 3,136 SF 1,885 SF 1,868 SF 1,873 SF 3,166 SF 3,163 SF 1,857 SF 1,824 SF 2,957 SF a I . / j/ O� I .09 ACRES ej JHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME :486.0 I FFE=485.0 FFE=484.3. FFE=483.6 FFE=483.0 FFE=482.3 FFE=482.0 FFE=481.3 FFE-480.6 FFE=480.0 ,� / MULCH TRAIL _' (� �� o'z •• / FILE N0. I I 5 PRIMITIVE � � � ��,, Cc- LONG FIRE 1�- I1` ACCE S EN TRANC F� /ATE NEW 10' PRIVATE /� I _ ---- - - 30' ACCESS ESMT Mai SMT DRAINAGE ESMT ��. I., / _ - PC.1_ LF LASS ! - _ SUBDIVISION LAYOUT ... 70.0' �x* Al RIP / _... .. ... ... ... ... ... .. ... ... ... fwl\ ® \ _...�V ... ... ... ... ... .. ... ... ... ... 20' PAVED , - IRE ACCESS / MATCHLINE - THIS SHEET _L L- / 71 - • R35.0' I e __S-WM_F_ REST/ \.//.// p'Z - _ _ - IJ MANAGED -- -- -- --- -- - - - - -- -- --. ..---- ----I -- --. � I i U7� --- . - KNOX BOX OPEN 1 'TCE d U - - - BOLLARDS I EASEM NT 4 47 .09 ACRES = SLOPES i / / O v. /• / R30.0' •v� •;I o f PUBLIC AC ESS f EASM NT \ R25.0R25.0' , I i LOT 48 I I 8,6�2 SF a a SLAB w > r FFE-500 a Y Q U QOf U Y HE ACSAf o SAN SEWEE-ESMTz I I "NO PARKING LOT 47 MUTCD R8-3 l 4,929 SF •• I, SLAB + FFEF495 °N m i _ 160 _ i m r 1> r � ROW YP.) mlm - - o r r m m2q ° LOTi46 od I5,045--S ----- SLAB ' i \ \ U FFE-491 _ %R25.0' Lu - y ® TOP SIGN J Z ROW (TYP. 'NO PARKING' UTCD R1-1STREET SIGN CONNECT ROAD A TO GALAXIE END STATE MUTCD R8-3 MAINTENANCE - FARM LANE W. SMOOTH MILL & SIGN I-V3b ' < OVERLAY TRANSITION. MAINTAIN 1 LANE OF PAVEMENT WHILE COMPLETING CONNECTION. k8 - _ R25.0'CG-12 _ & ILL 'o o TYPE B - - \� P ERLAY - - AROADC ROW 16 ®® (� P NEW RETW �\ � - - 57 PUBL MAINTENANC SMT \ _ - ROW (TY R25.0' R25.0' _ - } STREET SIGN S ® MUTCD =Rt-1 77fo = OW NEW 20' AGSA r3L3 NEW 20' PUBLIC SAN SEWER ESMT 24. - - _ DRAINAGE ESMT (T P') - LOT 45 I 29.0 FIFE K F - - _ - - - - - - - - - - - I 2,239 SF TOWNHOME 8,SWM FACILITY ESMT LOT SF LOT 2 'r> BLOC 10' SEG L _s =� NEW 113'x138' FFE=486.0 5,232 SF .=c _x -�Y LI x _ _ x = x OPEN SPACE C LOT 44 ' I x 28,603 SF SHIMP _k -x x _x �x � .•' � TOWNHOME S AB SLAB P FE-485.4 FFE 525 FFEF525 - -------------------- i �...?--------- � LOT 43 1,152 SF TOWNHOME ENGINEERING LOT 3 LOT 4 LOTS FFE=484.7 5,905 OF 5,251 SF i LAND PLANNING - PROJECT MANAGEMENT 4,926 SF NEW RETWALL r LOT 42 r--- ACCESS ESMT ; ___ ___ ___ ___ - i� 1,476 SF S�AB - TOWNHOME FFEm523 LOT 6 FFE=484.0 912 E. HIGH ST. 434.227.5140 • BASEMENT FFE=529 4,808. SF LOT 7 1� LOT 41 CHARLOTTESMLLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM BFE=519 BASEMENT 4,942 SF LOT 8 LOT 9 LOT 10 LOT 12 LOT 13 LOT 14 1,476 SF _ FFE=525 BFC-515 5,094 SF 5,637 SF 6,313 SF LOT 11 ,r i� 2,172 SF 1,455 SF 1,879 SFI TOWNHOME FFE=483.4 "NO PARKING" MUTCD R8-3 N0. PARKING BASEMENT FFEi�522 r __-_ BASEMENT ___ _, BAS.[�MENT 7,664 SF LOT 40 > R48.0' MUTCD R8-3 BFE=512 FFEr--518 FFE==515 -------- - 1,476 SF BFE-508 BFEi=505 BAS�EMENT BASEMMENT BASET MEN TOWNHOME 18, G FFEF508 BFEr498 FFE-505 BFE=495 FFE=482.7 E BA K (TYP.) BFEf490 T OWNHOM OWNHOM TOWNHOMELOT 39 "NO FE=486.3 I�iI FE-485. FE-484. 2,887 SF MU NOTE: FUTURE CONNECTION N 18 0 STOP SIGN TOWNHOME ROAD C ROW MUST BE EXTENDED ` ' - 18.0' I NEw zo' PUBLC DRAINAGE ESMT UTCD R1-1 FFE 4820 CG-12 ROW TYP. ( ) ~ U 9 AND DEDICATED TO PUBLIC USE " o_ MIN. SETBAC (TYP.) --- J TYPE B "NO 1IVIP UPON DEMAND OF THE COUNTY. ; PARKING Lic. 45183 • MUTCD RS 3 '0� z o 5: SIDEWALK' ' ®+00 -- 6bG' ® o• ROAD9-1 o 1 PLANTING STRIP F8 SIOIyp]„ E W ROW R905.0' �00 - tp+00 - ® - -, _ 14+@0 R5000.0' \ 15 00 9 10' T AVEL LAN j _ 16+00 17+00 N ROAD C .. _ 10' TRAVEL LANE o v 54' PUBLIC R "NO PARKING' MUTCD R8-3 + °. .. _ � - . • .. ,.. •. q. ... - .., .... .. PARKING LANE 18.0 "NO PARKING" - MUTCD R8-3. - - LOT'115 LOT 16 6,2451 SF 4,85k SF BASEMENT BASEMENT FFE=523 FFE=520 BFE=513 BFE=510 -` • ` -' 18.0' ROAD PLAN FOR 24.0' 24. 0' P ANTIN STRI 24.0' 24.0' „NO PARKING" RAGE- - -• - -- - - MUTCD R8-3 s BA K YP. - - - - _ - MIN. ETBACK �T -- GALAXIE FARM P. LOT 18 LOT 19 LOT ,20 "NO PARKING° MUTCD R8-3 --- "NO PARKING' - - - _ _ 2 -- _ _ 2 _ _ _ NO PARKI MUTCD R8 3 12.0' --- --- 2 - - NO PARKING" --- LOT 17 5,42� SF 5,475 SF 5,367 SF LOT 21 OT i MUTCD R8-3 MUTCD R8-3 SUBDIVISION 5, 2109 SF 5,16p SF 4L96�25F LOT 23 L67q ROW (TYP.) N W 20' NEW 20 SA - L----- 4,80$ SF 4,67� SF S LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 A�S SAN LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT SEWER ESMT MT �_____ BASEMENT BASEMENT BASEMENT EMENT -- 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: BASEMENT FFE=515 FFE=512 FFE=509 BASEMENT BASEMENT �------- ____ 4,5�2 SF FFE-518 BFE-505 BFE=502 I BFE=499 FFE=504 FFE=502 BASEMENT SLAB L-------- TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWN ALBEMARLE COUNTY VIRGINIA BFE-508 BFE=494 BFE=492 FFE=500 FFE=493 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= ' BFE-490 FFE=491 I SUBMISSION: 2020.05.13 NEW 10' PRIVATE DRAINAGE ESMT REVISION: .. ... 1) 2020 07 31 iD ® ... .x . ..X .. �, ... ... ... ._ . ... .. - 2) 2020.09.11 11 � _ _ r x �{ 3) 2020.09.21 (BID SET) - - -- - z - - -- -- - -- = I MANAGED - -- -- - - - - - 4)2020.10.13 SLOPES U\ - FILE N0. _ - 18.025 f J SUBDIVISION LAYOUT OS 500 ESEfYVED / cPE/S 12,014 SF i 1 / ✓ �� T 64 i 20 / X01 / -0 - \ - ------ r h� ; FF 1�492 NEW ?A' ACSA W v:'_.\ A� I �\ S%,-<WER GSM 3 // 'r/ ,r / // /I FE= `� SLAB r / / // / / y I 6„ GV o 90° / FFE`=491 ALjf w —w —W BFwND w w , - EW 5'x10' \ 6 99s0 DIP WL 0 // \ SM / y / SW OREST / / / OP N SPACE E EME 1 10, 6 ACR$ f / // / / 20' PERMANENT ACSA SANITARY SEWER ESMT A/ R (D.B.3179-90,95 PLAT) LOT 6��--- � raw $p / / / / / / / / v v Ldrv4a % ALZ: r--_ 6.z63%sF Tex ,/� // // �I \ \ 8,6 2 F / / g0 �, /3 / / / / / // / / a c xx 50 SLAB / / I \ L__L_ 5 A SF FFE 49a /I Ir // t_ \ \SLAB f0 1_—_,/f � 1 \ FFIE=5qc 'V 1 I BASE NT / - 3 / / _✓ 0�0' / I I / / 01 J / \ c FF Soo // �o / / / I� III li / / / II II II / 1 — — NAG 20' csA / 5� � w ,,! I E 4 a/ . ` � �� mU, ,' /.• � b1�'/ I /l /M \I SCAN ISE gE E M. p_ �I �3 O , r `----.--- - - / •o . // LOT 47 I — LOT sz// LOT 51 a1 / /. •i \ 4,92@ SF I = 5,419 SF a,b4o F / I \ - �--- � ----- -, J / Sq, Sli B 490 / •; / / / / / / OPEN SP CE A .� I ISWM FOREST/ /, y \ \\ SLAB \ Y 'I 1 s�7116T�F SPACE ✓I - i \ \ \ o QSEI�ENTI J / FFE�485 30 / I_/ / / / f/ � / r / x� ASEMENT 2 I O / / FEr495 I o _ I /BFE=}1841 I / N(x`S5'x10' I� -'� ! // / f/ �j`/ // vl R'1� //,_. l� ,/ , l x�\ 0.65 CRES ` 1 \ \ 1 NEW 20' PUBLIC �., /33 LF' C� L�A3S/II ( ,����R6� -_y --� .`11-•� 61, / / /�� -` W=WI� I / J / w BO/ /.o I/ I / /DRAINAGE ESMT �� �- RI-�ONW19VEER / .` \ \ / _ # , �� / / I I/ / I J 1 /I I /� 1 TAR FAB(RI p �� wclo 6 l NEW/20' ACSA/ /I / / ��� r \ o // / \� 4 8 SA SEWt`R E T / • qST CfOiIC. ----- N —/ /// P� I EASwALLI / ,' �I I 1 I 4,300 3 , / v / - I , / /. �®\ / / > z / / NEW VA PUBLIC J \ , \ co r Ti 52 / / SLA ' / / / 48,E �S ` / •2' V / ---EF _4 2 RIP1RAP / I \ DRAINAGE ESMT O \ \ / ,.•�'� —00 \ / / / J SL / NE- / Io / �f - f l / --- ct / 00 v v FFE-v-491 I m FFE 4901 _ F o / 3. / — — - 'i 0 ez .-- L�JPE , I / I= 2,-`- 64 5" HDP S M ----/ 75sj/ / —/� T/ — —� ?� aQ ng82� /486--, -�� ----- /— O —\ — — — 3 i I _- / / % / 6. - / r / 85 7s / % 0 / / { W \ 86 — — 1 / 0 6".6H' 0 75$ �. / / , / i O Pv \ \ J 8 r / 9o• �. GOAD n + rn ,� �- V w —w T w �v�/13 w -w - W BEND— - 2 +- - � _ s 45•pUB, Al wP ILL ma`s` \ 1.$ \ROAD A2 _ 87° _ —� i $_pIP ydL 15+n0 \ w —w —w �� '^` $'a $x6 / / i N c3 -'� _� CIC R� SHIMP & RILL �'• $54 FB Wci-- —W W W W - xS> r �— T —�.' 3 UV "/ \ / e`` s _'` T P IC O 16+0(1 6" G w — w , a w / / E Red r �\ 'll+ / / / / min / ' AYE - — \ 5 - R ,_w..—W w i� 78 0 -/ Of �+xT �,.w Y0' W 8x6O r —,�--- —--�—, / r / , - ENGINEERING Bx6 — \ TEE _ i / T NE POWER�P6L r gPlA \ N 68 x _ I \ / / // / / / NE q \ /� 2. ��_ i ,— 4.— --%I® \ l �/ .. .r, - -� _ 1L— __ I — II /66 �1c r __L_. __ _66-_ ,'. .&o ��.� I r,'r� �.'-r / //, / !/ ./ LAND PLANNING -PROJECT MANAGEMENT \ - E A3- v / / ✓ - � �� I I fx i H� OIHI 'h \�■ -- L.�I- g61 - 110 RANI / J NEW 20'\A�CSA ., LOT,51 - ,� N / / I LOT 60 1 // / dl OHU \\ // I_ -. �C / '�^ / l , / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NEW 20' PUBLIC / 8 w ?' - SAN SEWER ESVT \ „ 3'X9 SF r , I / / / I O / 7429 /" / DRAINAGE ESMT / \� i 84 ,/ / 6,743 SF 1 , : I J - NEW 35' PUBLIC �HU �.%--��-� J O�. /O." I / _ LOT 45 \ 0 \ _ '/ FFELAB-f --- , I. a2 ,' _-'�---LAB\' co/ O K�pa �`\ DRAINAGE ESMT _� OHU� �i. ri - r 1 e y 00 2,239 SF \\� s Ls.� - / / FFIt=4 0 '4 jf OR TOWNHOME -EF-E=486.0 / w w / ,/ LOT 44� w l / / / / NEW 35' PUBLIC S w o r _ / DRAINAGE ESMT 1,152 SF r p / r /' // / 8"TS&V a TOWNHOME �nl Im -- y v FFLOT15� as�F - 3 --- � LO F w /� / / r/ / 5,569 SF 0` .—;l/8 /00 8 ��� TOWNHOME\g^ OP Ste/SSLAB I _ 103 LASS ��\• I� / A / / �1 \\ / U jjy(]f 9 w 83T FFE=484.7 a O / / f 3 ! - �/ RIP-NONW VER r r I as J / FFE-47 -- r / J \ Lic. 45183 0 3 1,476 SF , / // 3 ... a - ---- I __ _ ---- 90 I �I /J� j6�t�10 w4' 84 TOWNHOME / WATER SMT 42 P STM /:. -�-'c,` - - -_�O�l4 — 6, — ____---4+ ------ LOT /41 N \ LOT 55 /3 Q - ` d NEW 28' PUBLIC V LOT 12 / LOT 13 UOT 4 1,4y)�`B' SF �.. /� 13,494 SLABSF___-- / o r' DRAINAGE ESMT CD 2,172 S j/ 1,455 SF 1J87 SFI �� w / F6WNH0 4 / FFE= 3 +. 1 6. �......... /�I w / LOT 40 / J / 1,476 SF � / SWM FOREST/ TOWNHOME FFE=482.7 �F N I 7 ^ J / \ A / ROAD PLAN FOR � J------- ;3- 7�/-SE� NTC3 TOWNHOME— LOT L1. 0 ACRES pJ TOW/M477 JSF LOT wFFE=486.OFFFE=484.6 I TOWN ME 4,320 SF / GALAY I FARM -NEW 20' PUBLIC FF=8DRAINAGE ESMT SLABSUBDIVISION / 474 =I X i I I ... s 81 / 5 :... �' .. 3 '�6QT 571 I . s I / J /� L/ OPEN �PIAICE B 138 a0 _ -LOT4,7�SIC/ I i / \�\ / / 87,49' SF / ! / I X$ 81 r L F4 " P ��"" -- 3 F3 FFE 4�7 ^� I al // 1//J / /// so / o so so 90 ALBEMARLE COUNTY, VIRGINIA s �'8x8/ �8o' o / / / / // r SUBMISSION: 3'v T / NEW }Scale: 1"=30` —w �w / � —w —w w w—w w � 2020.05.13 DIP WL —1 +'�0 _ T _ R ADC 18+0 _ DIP / z I I �^ \ j L I / //// I / S a r' I/ P3LIC ROW 7�V WL w - sw w 3 GV\ 'a / / I — g-+ 6-ew �w� x4 } N I � / I PI // / / / REVISION: + s s 3 c� 7600 X-I 2. q`,'N a SEWSMT ER E- - P I / // �// /-1) 2020 2) 202 . AI RIP PS- {Ab1 S R 6 SAN LF y��i\ �I / / 3) 2020.09.21 (BID SET ) 8" KFLo iR WLMATCHLhhTHIS SHEET 4) 2020.10.13 1 \ a I � / w % / / / / \ - SWM F RE�/ - /.,.: � / / a NEW 20'� �, ( � / / d / I \ °� U _ ' / W O b ' / A�S SAN LOT 30 LOT 3\I` LOT 32 LOT 3 LOT 34 LOT 3 r LET 36 LOT 37 L T 3� , g��. , 7480t 7 \W I / / / / / �/ / bg / \ 1 OP �CE g 1 7 G / /� / / / < ✓ / / v yv EASEMN II 4 ' /�/�w SEWER ESMT 3,136 SF 1,865 SF 1,868 SF 1,873 F 3,166 SF 3,163 1,857 SF 1,824 SF 2,9 7 SF V6 A W / , /' A > 4? V / / / F v _ / / ( / / .09 ACR S m �. \ _♦ G W. STUB E TOWNH ME TOWNHOME TOWINHOME TOWNHD E TOWNHOME - TOWNHOME OWNHOME TOWNHOME TOWN OME T 2 ?_ - Gt _ A W / / /! / / V L� /I.-1' 'I J / / 0 I FFENH .0 TOWNH 4.3. FFE=�T&3-6 FE=483. FE 82-FFE=482.0 F = 81-3 F�=488.6 FFE=4 .0 <7 , . '" I �I - / / / / / /� _ ti.� 1' I p'r w / W. CAP FILE NO. I / } _ Ci �6,�12x8 / / � / 1 \ I} / TEE / 18.025 /fp k,2J ��V' / / / / �� / / / Kappa — — — 0 � —. i -474 1101 NEW 10 PRIVATE �,. .• � V I w �1.k, I '.I -/ I DRAINAGE ESMT y v I 2 0 I / / / / / / — / Q / // / GRADING &UTILITY PLAN --1 \ I 41 LF LASS / Y / / I l i / / / - �O - -------482----- / / / /� / / // // �- - w / S � / .. - --_ IAP Av / / / / / - Fs \ �`V ... .. 5'" HDPE STM 1 " HE) ST 4-5" 4DP-E S 5' H PE �TDA- - Bp- - I I I 10 LF W OT -- --' - - -�--._ --- -� 21A BACK ILL /�� 1 xf ,/ / / // / / - 474-------- BEND *12x121 U ... - ... ... - - II _ I VER WL \ - r - �. \ �' �, / / i.. // -_ � /'12"GVA/TEE -_-- - - - ---- \ \ P MATCHLINE THIS SHEET / \ / z----'488-------=_ -- ------__ _ _ _ ----1B6=__ - - _ - - \ STUB W. CA 1 \ l\\ I I� �.yr J..� �- -r // /// / / \, CONNECT TO 12' STUB M,4NAGED --- - .- I \ \I OPEN /T./'�~� p f/I /%/a bA / / /�/ \\\X.�„ // P _ \ 1 -- SLOPES \ - \ M 4 1.� / / / / // / — - E.09 ACR C7 S mom` / / " k• 2 STUB v5 �/ �., / / I I I -00 f 0 / 1 `I / � / / �•J 5pp Iris / NHW\ 90' GVo 6 DIP WWL 9g5o BAND w w w—w— 3 �I 1 \RD — RP_— D ' \ go"/ I \\ \\ 8LOT 6`�248F SLAB,_---- 3 - 1 \\ FE-5(0 1 \ \ \ ISM 20' CSA s Q SRD IS RD MT _ 2F ��.. . \\ I L(QT 47 \. 4,920 SF - - I\ \ --- Sly+ SIFAB \�FEF495 \ \ Syz\ I \ —wl-4 RD y * — RD— IF 90, I � I \ \\ a \ \ \\S$LAB \ \\ \ FFL\--491 i9 / z 1 \ \ \ U I \r / y �48 — 1/ \ 5' H�75 M 85 86 — Sb WP ILL �QAD A2 — NEW RE'TWALL E T-�� �7P IC,�O w —p�; —,� X6 ( Ovl �.8w.6 — �, 8EE (2)8"GV MAINTENANCE ESMT \ \ I - �/` - ,�h i— -TE� FEE _ / ✓- - / '` _ + - i NEW 20' CSA LO NE 28_\ �— DRAINAOGE E9MIT / 8 .•' �... i 84 SAN SEWER ESMT \ /r3', LOT 5 ---1�- / LIFE % -7/ 2,239 SF \ `-€3461 TOWNHOME \ _/ y NEW 113'x138' / / •Y I $ ��T--EFE-486.0 \ LOT 2 —. MAX. 1 SEG / / / I I / I x SWM FACILITY ESMT f / / •' / I ( \ 9� 5,.?32 SF - - ` -� _ ALL / I GEOFABWC I ' l 1 I x - I I I / / 3 I LOT 44\ -\ \ 24 --x ----x \ \ ( /x �a / I I // OP28,6 3A-5'� / �� // 1,152 SF\� _ x I SP / \ —x _ _x TOWNHOME SHIMP a - — x ,r . x a - - I� S4AB----- SCAB ��--� -s. x /—x / // / / / / �,. // FFE=485.4 \ --F€€ � 525 I / / / / / I - LO — -------------- ---- ---- / a �\ LOT 3 - F ENGINEERING 5,905 SF 4 O 18 ` / TOWNHOMM� / A \ ,251 SF 4,926 SF 16 / / N RETWALL / / ✓ / 0 / / ACCESS-8 \ Si AB FFE523 / ti ✓LOT6 / \ BASE / y/ u//4,808/SF /LOT BFE- _ SEMEN-7 4,942 ,S f y / / j - - - - FFE=,52S / 5,09T4 / - LO �M LOT ,� / gE=515 / 37 MENf i i� y�FFE, 522 / / )3'ASEMENT/ / SEMEN y //' �aCS y / 7.6 \ // "� Sz ; \�\ �\ -�/ ✓ BFF�--QS7� / / FFEr-51 / FFE / / AS�MENT BA-, NT f // BFE- 8 BF 505 y / / FFEF�S -505 B a/ \� 8, \ \ /. / .xOy y y/' / B�F 98 y/ FE-495 / / FFEY500 q° �l \ �� N / ✓ /BFET490 yyOF/ n • \ T M00 001 r��`i OM •• ]AAA` • • • �� �� :• ••• • • WIC • rAm =1 8 ' 00 833 835 FFE=484.7 84 LAND PLANNING -PROJECT MANAGEMENT LOT 42 Igo 1,476 SF TOWNHOME 3 —( OL FFE=484.0 912 E. HIGH ST. 434.227.5140 / I � LOT /41 CHARLOTTESVILLE VA, 22902 JUSTIN�SHIMP-ENGINEERING.COM \ LOT 12 / LOT 13 LIDT 4 ro 1 SF \ 2,172 S j/ 1,455 SF 1, SFI N-w \I 3 / I cJi rwv / LOT 40 / 1,476 SF TOWNHOME / N FFE=482.7 LTOWN METOWNHOME -w — LOT 39 \ \ FFE 486 OFFEj 485.3 FFE=484.6 / TOWNHOME -1-NEW 20' PUBLIC 3 \I. FFE=4820 ,rn - - /�''I . • /' 4 /- ✓ // /y / E62 ��S 3s I / V IIYtI- 9 / �• \ + ' ' " - y . DRAINAGE ESMT / Lic. 45183 ,� s■ 18' P y y o HDPG STN�' \- w —w m —� `W W I��_w / w w / s / y / y y U� o. J rIP - w — — / i / o / y f y 9y �`— 8x - - - -- - — ,N -�N - s / FSSjQNAL E w WIC � ~ / vi 3 • iT / n. i i s ■ N _ 3 00- w "DIP L s- s w \ _ l y y 5 w� w 8., �. 'M lOt \ s i 'n /.r y ys / o/ d - / §4 w i � w W ®�u'W I -p. \ s • / ki A' i xB�_ 7l.—w —w =W W W 9 \ I 6„�V : 2CIs \ \ N o y N / - ., y ho I / o / .� TEE -t _ - / 1+ y _ - 16 00 -w 8 wwl�',. DIPw,,,�wQV+ w w -7� w w R _ADC / ham / / 42PLTLIC R I / ` � \.o. N y - y _y s :. l/• .,.,....'.; .:o/ N � _3�'�s N s : s O■ ROAD PLAN FOR e 0 y 8„ g SANGALAXI E FARM S R v° \ I ° I 1 \ T 17 LOl' F� -5 SFyy ,r 5 I SF / y yCCt 21COTSii J --- -- - SUBDIVISION 2 LbT 1 6 \ 5,2BS S / / y y 5,16 Cf / T1 23 L \ / ✓ / 51� / / y p9 SF } LOT 4 645 F I I 4 SF 10 / ! -/ NEW 20' \ NEW 20' A SA ---- / ----- y / y'i y y 4{80$ SF 67 SF L T 26 LOT 3 LOT 34 / / I / / / y J y qq LOT O L8I- LOT 29 S SAN LOT 30 LOT 31\ LOT 32 LOT ----- - ASEM z ASEMEIT y------------ - N I 1 LOT 25 3,13'6 51- — '` 1,873 F 3,166 SF / I I T / ---- B�4 S€MENT y 1,886 SF 1,877 SEWER ESMT 3,136 SF 1,865 SF 1,868 SF 3,16: �\ BASE - -- FFE- FF 12 / �F-F 509 // y BAS -ME BA I L_______ ______)� 4,5�2 SF 3,144 SF \\ _ EIASEuSfEN / / EMENT 518E=50�y / BFE=49Q F - 04 =502 tASEM SL B L---- - OWNHOME TOWNHOME TOWNHO E T WNHOME I TOWNH ME TOWNHOME TOWNHOME TOWt_HD E TOWNHOME T6WN ALBEMARLE COUNTY VIRGINIA / BFE 52 I FFE-520 - �� y / / y /BFE=494 BFE=492 / / --SCAB- FFE1488.0 FFE=487.3 FFE=48 .6 FFE-,486.0 FFE=48 .0 FFE=484.3 FFE=�83-6 FE=483. FE=482- FFE= ' / BFE= F� 493. BFE I I BFE=5. --- / y / / / y / I BFE=490 �" FFE=491 \\ SUBMISSION: / / I o NEW 10' PRIVATE — _. 0 — --. 2020.05.13 / / ------ _ DRAINAGE ESMT 50°/ / /// / /f __ _ \, ---- --- -- REVISION: 90 -- ... ... ... .. -- ... ---- --482 -'— — 1 2020.07.31 •• \ ... / � S9oo 15" HDPE STM T 1 9' HDPE STM 1 'HDPE ST — a-5" F4DRE 5 ---' ) Be, s x— — — ` y k — ='x — x 2) 2020.09.11 / x -- / o ----- — — — -- ase�-- — — 0 09 -- _ -- ---- —3)202 . .21(BIDSET) /' / -- -- -- --- ---— — ------ �'�----488----MANAGED -T SLOPES U :-494—�__�_ v _ — — — _ — —= 49— - - - - - - - - 494- � _ - - - -----492- - 0- / FILE NO. / 18.025 I / IGRADING &UTILITY PLAN 30 0 30 60 90 Scale: 1 "=30' 81622 E 7 / `� \ \ 1 s I DO 50 / �` / 88 V A A 4, 8 SE •per I !/ _oI NO PARKING" ,* MUTCD RS3 /p W 2' NE / `- �� / %/ 2. y / K. // yy / / y / l •\ / �I \\ 1 L T 47 \ 3 "NO PARKING" / 10 'I \ Q �� MUTCD R8-3 LOT 51 LOT 6.2 y y/ / 4 \ 4,929 BF 5,419 SFAl O�P��\ \ J 3 4, 1'40 F / y / \ \ s / / 490' -• / / // / y/ �' / ! �/ / /OPEN /SPACE A O' \` SWM b6REST/ 8A I / / / / NO / / y f 5!9/, 716 SF P�• OPEN SPACE NO ARKING" / / / / /' ---EASEMENT 2 1 O NEW 5'x10' I MUTCID R8-3 // ! /y / kId' / / y/:, / // // l \\�`� / 0.65 ACRES X33 LF/CLASS II / ��� / .,• / / NEW 20' PUBLIC �5 �` g0 / J / DRAINAGE EN ESMT ��- RIRy�NONWQVAP 0v�R / /rILTER FABRIC p'2' NEW/20' A/C SA/ y / / ♦`� \ 1 I \ \\ ,4 6 / / �, SAN' SEWER ESMT / / PJWWCAST CONC. \ \ \ I 90 3 1 / �" LOT 61 y y HEAAWALL I \ \ \ I \ 20 0 1 / / 4,300 a yy / _ "NO PARKING" / + y / / �,�'�� / NEW V.W, PUBLIC J \ \ \ i LfJT 52 ! / / / < MUTCD R8-3 48 •I•F �S �\ / Z' \ I \5,045 SIF \ s g,830 / / ----- 2 / / 1 RIP1RAP� $ �Y f DRAINAGE ESMT o \\ \ !l // - ------ ® 3y/I /y ---- w'' 'X 61ao III \ \ \ - • J / / ! NO PARKING" 3 f - / - l - �` / , . 62 "NO PARKING" MUTCD R8 3 �' - - y / 6 - EET SI Nam- �- - '�" = -'' MUTCD R8-3 END STATE \ \ v TOP SGI�- 66 II / � I I"NO PARKING sr, .A v UTGD R1 1 STREET SIN E \ MUTCD R8-3 MAINTENANCE SIGN I-V36 -� - MUTCD jYi / / y / / 8 - cv / �f" 1200 T0- 'c-- - - R25.0' o NI cPrn / / 1 6• I _ '�' W 14 �� w _w y 1 o� -w -w / �� a ii�OAD_A2 - - / 15+�0 W _w/ w - f w - - - -� - B -� -� � w -w w-w y / I WP ILL � \ 1.$ � - // R / / & RLAY 85 / W Cr--'W / - r i T �1 .. - w _> ]' P ICVJPR w � 16+0� w -w -W N ,mow - /1-`ram R25.0' �25. \ / / .../ / .- o J I .-. 66 63zo t\ N 66 / �"8 �-- Z \ \ 0 0 R"25.0' �Y�2 T SIGN / STREET SIGN ST ..z -A ^- --1 - - -�' ----- PRECAST CONC. _64. ��� �' \ - '<. i. e /�` _ : N_ MPH SI N ANU D R2-1 & O MUTCD R1-1 - _ s - i •r O H�ADW�LLS-- - ` - TRAI gtss1JG. IGN Wii 15P I- _. I i- ✓ / T ---'\ _• 14CF ¢¢¢LASS` / - NO PARKING",/ y -�`� :: a - ° ` / / / a o / / II ISO i / y/ O� / OHU _ �.\ • . RIP-R/,P / LL MUTCD RS 3 11 F LL. I b i NEW 20 CS \ / LOT,SS "NO PARKING"�' �, / / "NO PARKING" '> / "NO PARKING" OHU O �_(__..� - 66 RA'. CR-15P y / NEW 20' PUBLIC /8 T•" SAN SEWER ESt,JIT \ - - 24. 3y3'!9 SF MUTCD R8-3 i y I LOT 60 MUTCD R8-3 // y/� MUTCD RS-3 HU --- �� _ --(+R• SIGN - P / x� 29 /. / 84 a / / 6,743 SF , 8H �. = i 15 ^ 74 / DRAINAGE ESMT I 3- - v - RZ'S.0'o I \ \ � / r ` y y / I / _ _ NEW 35' PUBLIC U } � � LOT 45 \\ \ '.\ 29.0. // /// ,� I �'L /` y/ (r�� ^mil �\ DRAINAGE ESMT A OHU�/O ' -- r I y .,, U0 s 2,239 SF \ s L s nT SIG P / // 11 8 `-8 ""'/' w / // �/ //�j/ i�i OFIU OHU \ i M/UTGD -i -- LOT 44� C r� w X / / '/ / NEW 35' PUBLIC OPEN SPACE / Iw o = DRAINAGE ESMT ® 0"NO PARKING" �� - - ^�� / / 3• �.y / �-Is / A G�� ,- w " 3LO�S I �' '� LOT 59 \ I �• / 1 �P�• ----------------� ------ - I // ��i4 8 LO E s _S y / / �3 y p. 5,569 SF / - - 3/0 0 30 60 90 5g / / g0 \ f E"8 / �� I "NO PARKING" / I I 103 LF CLASS 9 OTC• '/ /! �� i o \ 8 / 84aa I 833 " nPE- / �� I MUTCD R8-3 / �„ •J. RIP -RAP OVER w c 6 NONWOV w- LOT 42 .. - -i i I• '20 ...T. ! •`^nu�R •FABRIC- --> - - - ---- - 1,476 SF / I - ---- - ---- o o. ., -J WATER SMT \ I �, � 7- 6e ! li II `-/ „�• 3 I / NO PARKING" r w '1 �.;c- - /. I / �.. ,� � / Scale: 1"=30' 500 495 490 485 480 8" CA 475 470 465 - 460 455 17+OL .ILL &.OVERLAY AS NEEDED TO PROVIDE SMOOTH PAVEMENT TRANSITION CD 45` WYE TO R- AD G WL CONNECTION - 217 LF 8" DIP NO PROFILE PVI STA. 15+55.00 - PVI ELEV. 487.98 138.00VC -_ 149.67SD- 16.75K-Val :REST: STA.15+93: 25 CREST ELEV. 487.00 �- EX. GRADE 328 LF 8" INTERIOR CEMENT 8X6 TEE TO MORT RrttNED,�XTERIOR ZINC ROAD - WL COATED. CLASS 52 DIP WATERLINE 5 TEE 16+50 16+00 MIN. 3.5 COVER VDOT CD-1. ROAD A2 57' PUBLIC ROW 28' PAVEMENT 25 MPH DESIGN SPEED AADT=592 1"=30' HORIZONTAL 1"=10' VERTICAL 4� aT N �ro a�o aa- 15+5015+00 14+50 7.0' No _o [p0 m0 uo o + J J1 - W n W N sVl JIH IIIL.VU -- -PVI ELEV. 47870 - 60.OGVC 1000 OOSD i33.12K-Va 8X6 ROAD D WL 8X6 REDUCE 14+00 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. -60" DOUBLE - HP-STB M -CULVERT B. MIN. 2' COVER QI Q VDOT CD-1._� 106 LF 6" INTERIOR CEMENT Q ---- MfORTAR EXTERTOR ZINC 90° BE-[ 0 COATED CLASI 52 DIP WATERLINE- TO FHA 13+50 13+00 12+50 ROAD Al 38' PUBLIC ROW - 28' PAVEMENT 25 MPH DESIGN SPEED AADT=592 1"=30' HORIZONTAL 1"=10' VERTICAL VL_Uk_iz+oO_OO - PVI ELEV. 466.20 278.00VC 158.23SD 48" DOUBLE 26.25K-Val �+P11ORAF CULVERT A. SAG STA.11+fl2.Z3 MIN. 2' COVER SAG ELEV.469.82 45' SKEW. UPSTREAM 000c o� a_a 12+00 -- - NDWALL UPSTREAM - NDWALL @ DOWNSTREAM nw vv 11+50 - va 11+00 3' CLEAR ZONE VDOT STD CG-6 CURB AND GUTTER, TYP. 0 QDo a o w G 4.63% f EX. GRADE 10+50 500 495 490 485 480 475 470 CD T 465 460 ~ 455 10+00 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SIONn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% LANDSCAPING i STRIP, TYP. LANDSCAPING FILE N0. 4.0" CLASS A3 GONG. COMPACTED SUBGRADE COMPACTED SUBGRADE I SIDEWALK (TYP.) 1.5" SM-9.5A MINIMUM CBR=10 STRIP, TYP. 1.5" SM-9.5A MINIMUM CBR-10 18.025 L 4.0" VDOT 21A (TYP.) 3.0" BM-25.OA 3.0" BM-25.OA ROAD A .0" VDOT 21A 6.0" VDOT 21A ROAD A2 SECTION ROAD Al SECTION i 510 505 500 495 490 485 480 475 470 0 0 0 0 Od- O� OOl NOJ O� •f [p ? O O NOJ NO + a aV1-STA.�-0+-28.00 aul 45-OGVC-- \ASI`FC ITF50-4 --- 203TDS� P-VI ELEV 488..a$ - — 12.231LVal_ 2.DIIVC — — — — — — _ 2B:95K-Ak y -x GRaDE -` `-� r689, _ - 0`BEND MOP CF TAp IN" -I R` FED CLASS CLASS 52EDIPERI ZNNE` wq rER °- A-E c� r-PVA a v "v s.795 a 86 - wl 2 40 3 --12 Eewassa - 5:55 zK= 2 u °I ROAD B2 ��G-�. PAVEMENT MPH DESIGN _ SPEED— AADT=<592 '-30' HORIZONTAL l- o + -a `O +� a .r - » w F4 477.67 oav 6:645 8K- w - 6a 1.58 dl - — - P P I ELEV. 1. - 0%2009. 2:82 -. 75 SAG STA:11+- AO--m C OVER SAG ELEV.48 A- 6.75 var XB-IEF-- PUBLIC ROM e�i- ROAD-A-WL --- Vol CD-1.\ � SAG — _ f 00% STA.14+13,62 - MPH-DESI PEES - AADT=51-02 1'-30'IiORIZONTAL — — -X. GRADE — — - 'n fP � ...C� I"J Q W' mi of N -cDDi r7 O' Cp 465 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 510 2.0% 505 LANDSCAPING STRIP, TYP. 4.0" CLASS A3 GONG. 500 SIDEWALK (TYP.) 4.0" VDOT 21A (TYP.) 495 490 485 480 475 470 14+54�5 w L--- - 0 30 Scale: 1 Sal 60 90 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. 2.07 / - 2.0% -. COMPACTED SUBGRADE 5" SM-9.5A MINIMUM CBR=10 BM-25.OA 0" VDOT 21A ROAD B1 SECTION 0' 2.0% z o% LANDSCAPING STRIP, TYP. 4.0" CLASS A3 CONC. 1 SIDEWALK (TYP.) L 4.0" VDOT 21A (TYP.) 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. COMPACTED SUBGRADE 5" SM-9.5A MINIMUM CBR=10 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 v .5'�i1MP Lic. .45183 a `�`�SIONn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 C10 v TEE u ETwA_I � - � ANCE ESMT \ \ { _ _ I F2 '`� - "R R25.0' EW STREET SIGN S ^ 2 _�, ���.`\ '\-'/-\`-J- � / / � if _ _/��I - - 1 // - - /,/ �� , ... \• � / / � / q3 ccyy NEW 20'\ CSA LOT B� "NO PARKING"C N A F MUTCD R8-3 -7 - / - - / 1 / // / - �' // / I / x NEW 20' PUBLIC / 8 .• ?•' 84 SAN SEWER ESw1T \ 24. 3yY19 5 /3 DRAINAGE ESMT i - \ \ \ / •`� I /"J{, --�� 34'�\ - y34 // / // / / / /� // / / I _x x/�v / / / / .�• - LOT45 \ \ \ 2 0 2.239 SF \\ s �s-., _ LOT 1 `S'`g? - T,r. I I / x Irv. NEW 113x138' / / _ Y I / -- �\ / / w-I X \\ LOT 2 _ -�: MAX. 10/SEG / / / I I / - 1_-> SWM FACILITY ESMT / / / 1 ( \ o C / , a w 9'S' y`,232 SF h__� : - LWALL / I GEOFABRXG I I l I I. _ _ y' I / I I I / OPEN SPACE / / / 3 I LOT 44\ \ g / / w �^ 24 - ---.� --�_x -. \ \ I _l /. I I l I I / 28,�3-S� �/ / I I 1,152 SF �'NO PARKING., ta. / / S3a - a - x ,: x I A- -T_ . - I / I / a / t v - ��- �' 7 7 /( / / / / O / f/ / i/ MUTC -3 '^O�.a LOT 54 / LO - - 3y43�SF / �2a \ LOT 3 4__ \ V O 18 5,905 SF ,251 SF 4,926 SF/ 16 / / / NE RETWAI/ 76 \\ \ �3 / 4f/ / / / /ACCESS�'S LOT 6 4,808 /SF �/ ■ \ i✓ l / / f / / / / / / 37 / 6 SF /� "NO PARKING" ��� / / h.yti / // // r/• // /✓ / .�O / / / 7.664 / •��Jf 48. 0'MUTCD R8-3 / N �j\T \ �� T nl �'I i I09, •J uuru�ui�u�� f ul/uuluulu�\\' MOM %I� .uuu.=0\\ ilu Iauuu M0 Ilrmu.0 uuuu 00 uuu uuuuSIM , • 'rl y . • • • • • \ �\� �� rA0 00 M lul�u_uuu_I®u�0� Cb s s / 8400 ACED / I 8� ODES 8 (C / / 3 w 33 A, ® I-w- / LOT 42 1,476 SF ' MUTCD R8-3 a _ / of - - - - LOT 55 Q LOT 12 / /LOT 13 LIOT 4 ro 114 S� F \13,494 SF JI I • i � 2,172 I w S1/ 1,455 SF 1, SF J : " II + / rw / LOT 40 ✓ �� ! 1,476 SF s/ s s // w.3 / 2 8873ST "NO PARKING" LOT 56 \\_NEW STOP SIGN MUTCD R8-3 2 .0 J4,320 SF 20' PUBLIC MT DRAINAGE ES MUTCD v, _/ `. /' Esz 3 /... "NO PARKING" \ m \ \ \ R25.0 _r --- / - 78 PE/STM / J �.. I / / / / S 8 5 /j MUTCD R8-3 5 Ip 8,. HDP6..ST \�-s"-= YL w -w - - -1y LW� w �q _ '� / / / - / _ - ---- \ w U n' / 1 w! UO W '` W / / = s- - .. Tr,'-- -� - ' / _ '� MUTCD RSN3 _---�!'o� \ -`\� \ W + 0 � � '" .,y _ _' - - - .�N ,. / � SIGN c• P STM - - s W 'NIP W� A : s - �./ Sgl 3W'�"- "DIP ' - / M_,,. CD R1-1 f T 3 REET N W 1 ;I yw \ - 4 ! ROW I ✓'_ / 905.0' o /.( / - 1.100' w _w L w - 8., s- s #1 v.W �P L i i •� v �^ W W ; a�9 W uiw V / W W / W W y/ w, Wa" u+w \I \ R25.0' NEW 6 �V s 205 n \ I\ \ / /' g01" / / / o / / / / TEE -� - _ - 16 00 �• +�0 n� -1 R AD_C 18+0 w IN u, / h� _ DIP WU�- - - - 8 w �� - �l - "DIP f w 3 R20.0' i i I s / i o\+ � � PL�LIC RCW ■ a ,p WL ' q --- y // / '�' / '. .. 6.' in / s s • �l in E6A s O s I J w :.I \ / / .._ '✓ ..i •- 7 ',l. NFFW ' w i 3' s a s s 900.0' ; cn 76 yr122. - SOR-26 AN "NO / PARKING" -� -/f r' /' / // / SDR-2 N /.� �i -. .., �- > MUTCD RS �Q "NO PARKING.. \\ - - -- - I / MUTCD R8-3. - - - / / g.: � - 8 SDR ` // / // // / �--- - / _ / / 3 SD 2� A 8" S R 6 SAN / 1 -2f SA / �' / . NO PARKING" / / / - I - \. O 2 "NO PARKING" O O I _ L9 -1 / f / LOT / / / / 'L' MUTCD R8-3 w ' / "NO PARKING" - - - - - - - -'- - - - - _A "NO PARKING" _ _ a I \ -_LOT 17 LOSF� / -3 SF / / ` 5 SF ✓ p0 A9 / a, / - - - / MUTCD R8-3 - - / / / OT 21 / 5 / / - MUTCD RS-3 MUTCD RS-3 NO PARKING' LdT 1 I 16 \ 5,269 // / / / 5,16 / / T 23 gti \-- I / - MUTCD RS-3 q)R301 -51 / / N9 9 OF � LOT 4 � 145 F I I 4,854 SF NEW 20' A SAN 10 / /' / / /� / / / / 4805 SF ! - NEW 20' \ \_. \ In I I / / / / 4G 67 SF / L1 26 L0�7 OL$T- ACS SAN LOT 30 LOT 3T LOT 32 LOT 3 LOT 34 LOT 3 LOT 36 LOT 37 L T 35 1 748 / / / N I LOT 25 31 LOT 29 \ 1,873 F 3,16.6 SF 163 1,857 SF 1,824 SF 2.9 7 SF� 7 1,886 SF 1,877 SEWER ESMT 3,136 SF 1,865 SF 1 868 SF 3, 4.562 SF __ ---\ 3.144 SF \\\ \\\ 530 525 520 515 510 505 500 495 490 485 480 475 470 465 43 LF 6" DIP TO FHA NO PROFILE i 9 -r959 COMPACTEDVDOT CD FILL ROAD C 54' PUBLIC ROW 25' PAVEMENT 25 MPH DESIGN SPEED AADT=<592 1"=30' HORIZONTAL 1"=10' VERTICAL PVI STA. 112 PVI ELEV. t 162.80`. GRADE 13.46K- COVER 0 19 I I,I�q 443 LF Cp 0co RLq SEA j� R CE ENj 52D!P RIOR 21/VC wA jER�NE 8X6 TEE TO FHA PVI -STA:--14+5( -PV-ELEV. 489 T70.GDVC 163 69SD 27.40K Val lE'�K-LINEO �,�uK CEMENT D CLASS 52EpP WRO 11AR 271V-C- 4+ 00 14+E _4 '-9�%�OAAf�AEPEB- FILL 15+50 e e 30 60 90 Scale: 1`30' N a MUTE �'N WATER u/ �I. "NO SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 404.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Jfl�Yi l l- + O M Lic. 45183 b ¢> > > > > `pSIONAL 0 PBI STA. 18+ 0 EV 477 20.00VC 1000.00SD 20.40K-Val - ROAD PLAN FOR - y GALAXI E FARM -� �95% _-- _ 806Fh S U B D IVI S I O N COMPACTED _ _ .�i% FILL - ROAD -WL p ALBEMARLE COUNTY, VIRGINIA " 22.5' SUBMISSION: MIO mIA m,� a a� ,o r-: C1 2020.05.13 . 16+00 16+50 17+00 17+50 18+00 18+50 19+00 N REVISION: 1) 2020.07.31 2) 2020.09.11 0' ROW 3) 2020.09.21 (BID SET) 3' CLEAR ZONE 4) 2020.10.13 OT 6 12.5' CURB AN UTTERT YP. 2.0% 2.0% 2. 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� \Wro x \ 4 \� �\ CD \\ \\ \ o \\ \ NCD J \ F F \ \ ,- \ �' -W \l \ 9, wczi_ I \ r/ _ _ r r \\ 8poo I\ rm �o NNI �o �n n w�_ m �I j 1\ �\ Z\cm- O A� �� A H \ a• I / SC I I \�pc �] \ I I -a _� \ w\ w w w w\ w �� 0 2 Z w. :. nID W1 N \ W,_ ? n z rn I I 1 \ \ F 00 a D Y� P' \ �\ j \ \\moo ON �O I�\I..I I I\ N \ �\ ` \\ a'.` \ \� \\ \ \ \\ \ \\ \GQ- \ I rg N nn ZW vIr vmm z U:/ m do \h'e vim \ b "� d' \\ \\ \\ \ \\ \\ \ 4*110, 11 \ 505 500 495 490 485 480 475 470 M F. �.> �> - PVI STA. 10+56.00 - +n PVI ELEV. 477.88- .4 +n 65.DDVC - 7:bb f } a w a w 15.35K=Val Dq. _ __NW NW y _ as a PVI s A. 10 6.00/ 0 3%- OAD D PVI E EV. 7 . s X. GRADE i 49' PUBLIC ROW - o, 4os 3.5' 20' PAVEMENT - SK6 a%_- R 2SPEED. PH DESIGN zoos zER\oR coftEZ\Nc A GSE .1 +1 . o a9 F A NE EXOPRWPTER\L I, LOW -VOLUME aRs 53 LOCAL ROAD. MOR ooP ED c u) J = AADT=66 w - V-30' HORIZONTAL RG 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. 1 , �'0% 2.0% z.o% 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 505 500 495 490 485 480 475 470 SUEW.AKOI SPME MARS" Aw- 1UIpAVFD SPACE ICI^ aF -z EIO'ANEIDN JOkT E06E OF PAVEeENT Z. E1' 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 O 04? ROAD E O} > O� > 30' PRIVATE ROAD 490 4a5 J 20' PAVEMENT w u? w 25 MPH DESIGN a a�VrsTA-mm +5oD SPEED PVI 476.60- - AADT=<102 54.00VC 882.15SD- 1"=30' HORIZONTAL _ 26.48K-Val 1"=10' VERTICAL - 480 2:00% 475 470 ` - ---- - --- - - -- - ' bNTE-BtP-W,4 Rlfv 4 �5% COMP 184 LF" t1VTERtC1R IN. 3.5' MORTAR -LINED, EXTERIOR ZINC FILL _ COVER 0 COA4FD CL _ E wco Nlo 465 10+50 II '1% 11+5C 10+00 ROAD E SECTION morx of !' ENTRAVCf-'I 4'-0"Mk INKS OF M'_0. NN. WITS DF y_q�•1_ RWIrE PoI 0.WTE■ . q, � QL-TRAYERS/B B,-0,• q. „ (,k1. PEDESTRIAN ACCESS ROUTE DETAIL ADOMON& RKM-OF-WAY IS RE ED IF THE uwS OF PEDESTRIM CUSS BONNIE EKTEW ffYOM EYETPC OR PRovosEO voor awr-aF w MT. To BE H M WWN TIE UNBRED WTH M IIPAVED SPICE AND SMWKK SPXE IS LESS THIN T. �e. ® PEDESTRIAN (CUSS R TES PROVIDE A MNYNI1C1A UNOBSTRUCTM. ST/ . FIRM MO RIP RESSTMT 1 PATx CO CTINO KL ACCESSIBLE El WRTS FICILRY THAT CM BE MPROXWD. ATEIEn OF A MD 0 t. USED BY PEMSTRANS. HALF PLAN 4 I F MISS N KCE55 ROU1£3 APE �HG PRavlom, A urelEA P rRAvmsI�.E mores s SECTION B-B REOLARED WH A MM. V CROSS SL P w usEO m cwawcnOx mrx srAOAro T-C"� CP3 OR CFr, TZ LLWB FKE IX1= I VAVDAN IS TO BE M TED TO MATCH TIE MO HTARLE WRR COMCLI m. • e. s. C. 1 �UP •OX TO 10% CXNICE{�PMW x: iICE OF CIX✓d-"'IW9i` E 1RY. WX. AOPE ® - - I NORW OYTTFA I ®�x x _:x s, I SECTION C-C CLASS N �E caxc i: o^e e4e� �.� TY xS6E 11a s-0• B'-D• A!0 WiTEA o1Lr 1k ®ACM OF GAME CXMfE e' • e' A'. xwAK cLRa AD IULT CbxcUIMfMLr F x 13 X MAXMY NCREAEE W SLOPE AT R MST 10' TERVX B SECTION A -A x x : 3 x MAxwIM oECREASE m SLOPE FOR Pnsr 10' NTmvA. Iro B X MAY MCRME FOR B OMEMNO L M 10' HTERVKS SECTION D-D STANDARD ENTRANCE GUTTER RBA REV. T/OB vMMpA 0mA1TIENi OF TRMSPoItIAIgN 50R M3A3 0' PRIVATE ACCESS 12+00 499 485 480 475 470 12+54�5 VDOT STD CG-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. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SIONn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. ROADS D & E C-1 I I� ,; MITI �� �• yZO , ff M= J _ / m / o o 0 IN / F \ i N / / D r ? O PT-47 J N4T1 X O rn� —¢- 45 o m a CP f � z m 490 485 480 475 470 465 10+00 FIRE ACCESS ROAD 20' PAVEMENT AADT=NONE 1"=30' HORIZONTAL 1"=10' VERTICAL 10+50 11+00 490 U-19 480 475 470 11+SQ 5 30 Scale: 1"= 0 30 60 90 30.0' ACCESS ESMT 2.0% I 2.0% �— COMPACTED �20" SM-9.5A SUBGRADE MINIMUM .0" VDOT 21A CBR-10 ROAD F SECTION Enrnrc Cammercitl Protluchlnc. P4ff44W inemvriaeo".ra �u.a. wwwepsyuv0.wm ]OM: ]' Rem°eeeie Rmxsq xuwer t pf�IMMMeO pse: lroeMotlms: arsn�pwwer cpmeavnmwmve AV'. ]-i-�] sMe. Remo.aW Pagz. 1 c"e omu R.a. mq 3� 59 �S clneed udms 0 m CusSomer Provlded Lock u Sleeve 6 M Rebar 5<trrups HingdN Lla c Nmlzn"Sep Remrorexaxs ap 8 a y 21m exn v¢v - vwxonRmx BOLLARD DETAIL SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 404.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SIONn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. ROAD F IE:lIy'R C13- ARBOR TIES, OR EQUIV. 2-X2" SQ. OAK STAKES ` r / - - - SET 780 DEGREES APART 4 - - OUTSIDEROOTPACKAGE' j ` '` ORIGINAL SLOPE SHOULD PASS- 'r (, ' THROUGH THE POINT WHERE THE _ - - .: :^ . TRUNK BASE MEETS SUBSTRATEISOIL - ;; -: � � �� = " � " __ __ RESERVED TOP OF ROOT BALL SHALL BE .. "'' =" S LO P F C 2"ABOVE FINISHED GRADE `: PRIOR TO MULCHING, LIGHTLY TAMP LOW MAINTENANCE LOT 65 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 - / , THAN 7" OF MULCH ON TOP OF COMPACT. WHEN THE PLANTING _ - 1 20 SF ROOT BALL. .).` :v.. I (i '') ..1 ROOT BALL TO HOLE HAS BEEN BACKFILLED. POUR - - LOT 64 . ,,,, ,,;;;;, ��ff WATER AROUND THE ' . ROOT BALL MODIFIED AS "'.;: : SETTLE THE SOIL. •° 04 REQUIRED ROUND -TOPPED SOIL BERM : }`[ LOOSENED SOIL DIG AND TURN • LOT 49 4"HIGHX 8" WIDE ABOVE !: ROUND -TOPPED SOIL E. °' THE SOIL TO REDUCE THE II ° 10,427 SF NEW 20• ACSA ROOT BALL SURFACE SHALL BERM 4"HIGH X B"WIDE COMPACTION TO THE AREA AND 1 - ` SAN SEWER ESMT TREE PROTECTION BE CONSTRUCTED AROUND ABOVE ROOT BALL SURFACE SHALL DEPTH SHOWN. / THE ROOT BALL BERM SHALL BEGIN AT ROOT SIDE OF THE ROOT BALL FOR 240. I ✓ W-W-W _ . • FENCING (TYP.) BE CENTERED ON THE DOWNHILL BALL PERIPHERY. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF �• W f' PERIPHERY. LOOSENED SOIL. I - -• / 20 PERMANENT ACSA SANITARY SEWER ESMT 4"LAVER OFMULCH.ON TOP OF THAN BALE ,y LOT 63 ./• REMOVE BURLAP, STRING, AND $ MULCH ON TOP OF ROOT BALL. I �'I LOT 48 4asw 6,263 SF (D B.31 ,4:-JQ,95 PLAT) WIRE FROM TOP 2/3 OF ROOT BALL. ORIGINAL GRADE 8,622 SIF LOT 50 v s 4,608 SF n z i BOTTOM OF ROOT BALL i %• EXISTING SOIL W (� TREELINE (TYP.)n` RESTS ON EXISTING OR I I ,MPACTED SOIL TOsue RECPREVENT SETTLING- - FINISHED GRADE / i - Ci�s7 ,mom PRESERVED SAN SEWER ESMT 1 AO • •' • /s CANOPY : r 1, LOT 47 1 I LOT 51 LOT 62_ s� '( EXISTING GRADE pZ- 4,929 SIF 4,740 SF 5,419 SF / DPEN P CE A SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL - d 9, 16 SF A` a � 3x FOOTBALL DIAMETER -► �. 1 A 3x WIDEST DIMENSION OF ROOT BALL 1 ° I 1 WER ESMT / TREE PROTECTION_ L 1 LOT 61 ------- LOT 46 -�` 4LOT 52 4,300 SF .TREE PLANTING DETAIL TREE ON SLOPE C� 25% aj to 50% (2:1) 5,045 SF I' C14 Not To Scale (,14 Not To Scale 1 is LOW 1 •- MAINTENANCE a /- fF ' GROUNDCOVER (TYP.) OAD A a • - s W -W -W -W Yf✓ W �W -W -W _ ..• ROA ° W-W-W-V-W-W-W-W-W-W-W-W-W-W.-W-W� - NEW RETWALL _ -W -W o - - y% UeU MAINTENANCE ES -- e / h - - • SIGHT DISTANCE (TYP.) oHu otro� oHu "\Ug ° mawN W 20' ACSA LOT 53 off C -/ - �� c�•,� -' -- _ _-- - `• .- - S N EWER ESMT 3,379 SF • LOT 60 / / '` °�aHu_ .yy SIGHT DISTANCE - - oHu 2L20394SF 1 =� 6,743 SF f.. LOT 1 s,232 $F _ - - - - - - - LOT 44F .:•r t W 1 "y TREES P OTso �o A / owL o 1,152 8,690 OF LOT 2 OPEN SPACE C 1 • LOT 3 .'° r W •W- LOT 54 I I '� TREELINE (TYP.) ` , r/r ECTION -% \ - - 28,603 SF ® 1 I 1 N LOT 59 ~r r `� FENCING (TYP.) , a _ • , ANWJA 495 SF 5,569 SF I LOT 3 LOT 4 11 LOT s - I. s2 sF OP -Es I TA ,� / 5,905 SF ACCESS W T s 1LOT 2 1 • _ •- -h• I•• - -� 1`I /°r 5,251 SF 4,926 SF NEW SS ES L _ IF - LOT 42 • 6 4- ` 4,808 LOT6SF LOT 1 LOT 7 LOT 8 I. LOT s5 r / • -_ 4,942 SF 5,094 SF LOT 9 LOT 10 LOT 11 LOT 12 LOT LOT 1 t,_ 1,476 ,4 640E 3,494 SF ' .,.-...- PRESERVED ",Y`' 5,637 SF 6,313 SF I2,172 SF 13 1,879 8 _ I I - 7,664 SF 1,455 r� I I 1 476 SF LOT 58 CANOPY 1" �' SF I 5,601 SF i'j 8 i LOT I' ,,' LOT 5fi ( - - i; 2 88 S I s o I ■ - - - - - i 4 F r -' - - 320 S �� SHIMP - J ! _ -s I SANITARY ,EtlF , ` I F 3' �:...�-- -- ._ - „ - _ -:.: - -{ I I �= OAIEN SPACE El / _ _ L L _,_W_ _ 1. ,' .._•.. , • LQT57 _- I <, ENGINEERING 2. W A'OFt IWI W-W-W:.rW _W _W,��, 1w-wW--W-W Y{_W - -� 1 - w - �� a •. 4,789 SF I " g , �/ 87,497 SF �o r�� r/ LAND PLANNING -PROJECT MANAGEMENT 1-�-i WSW W 4'ROW I I I I TI W�r,�IW�IN W�¢"W�W�W�W WSW�W�W �N W-W WrW W t_W- W -W WTW-w�W-W-W�W-WI■F7rk0.a-W W I I IFI/ �\ • _ TI 1 .v �. w�r �w� wl- I I w-'w �W �W • o` • i I - I " • _ e j ZW �w �W 912 E. HIGH ST. 434.227.5140 e=jRO ll CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM • I „ I „I „ I I �• I I „ • R ESMT � ■ LOT 19 LOT 20 -, --- LOT 17 LOT 18 LOT 21 �• 1 i / LOT 15 LOT 16 5,475 SF 5,367 SF 1 LOT 22 5,209 SF 5,423 SF 5,160 SFOT 23 LOT 24 NEW 20' 6.245 SF 4,854 SF 4,969 Si -SF i 4,805 SF 4,670 SF LOT 25 LOT 26 LOT LOT LOT ROgq AN LOT 30 LOT LOT LOT LOT 34 LOT 35 LOT LOT LOT 38 3,196 SF 27 2g 1 3.136 S 31 32 33 3,166 SF 3,163 SF 36 37 2,957 SF '\ "• r. >' or' 4,562 SF SeWR E MT '-/ •� I t , , 1,886 1,877 1,865 1,868 1,873 1,857 1,824 SF SF SF SF SF SF SF wow i Aso NEW 20' ACSA SAN Counq of Albemarle �• - i'. j SEWER ESMT C'nnsen'atlnn Flan Checklist- To be placed on Landscape Plans -•••-••• ••• ••• •••- ••• ••. -••• ••• I! �'/ (Handhonk, pp Ill-284-I11-297 for complete specifications) -- i I. The tailors in, items shall be shown pit the plan: _. _ - - --- -- - - - - --- - - - - - - - -' - - - - - - -' - - - _ _ _ _ _ F '�I� ` ��a Lic. . 45183 60 Iris ohc saved; MINA( ED - - LOW MAINTENANCE Limiu ofdario outride dri Imesf trees to be saved SLOPES - ■ - PRESERVED % \ �a F / ,/ _ GROUND COVER (TYP.) _ 71O 16��pTf+� 1 ® Location and type of priswilve fencing: - _ _ _ _ -.- _.-._ - - _ _ _ _ _ _ - - - - �_ __-- ._ - _ _ _ _ _ - _ �� - TREE PROTECTION I g*d •., f ' / ' _ CANOPY t � I ® Grade changes requiring tree wells awells; __ -.-.- - --� __ - - _ _ �__'� FENCING (TYP.) ® proposed trenching or tunneling beyond the limits of clearing. 2. Alarklass:_� �� ® All aces to be saved shall be marked with print "ribbon at a height clean visible to LANDSCAPING NOTES: -- - - - p g y equipment Inspoperetas. THIS PLAN SATISFIES THE MINIMUM LANDSCAPING. AND SCREENING REQUIREMENTS OF CODE 18-32. r ® No grading shall begin until the I+ee rtutking has been inspected and approved by a County Inspector _ ��/ �• / 3. YrnConstructioaConfereacs TREE CANOPY REQUIREMENT (SEC 18-32.7.9.8): 60 'rice preservation and protection measures shall be reviewed with die comnna on site 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. r r 13.70 ACRES x 0.20 - 2.74 AC CANOPY REQUIRED Sl ROAD PLAN FOR 4. Equipment Operation and.Sloragl: PROVIDED: 1.00 AC OF PRESERVED WOODED AREA, PLUS 60 Heavy equipmcm. vehicular traffic and storage of conslrucion materiels including said shall not be permitted within the dripllnes of trees 1.30 AC OF MITIGATION PLANTING AREA IN STREAM BUFFER. GALAXIE ���� tobesaved. BONUS CANOPY OF 25% FOR PRESERVED (18-32.7.9.8): 1.00 x 1.25 = 1.25 AC S. Soft Erosion andS(oemaaarc Detention Devices: +32868 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.75 AC 50 0 50 too 150 0 Such devices shall not adversely affect tines to be saved +1.00 ACRES OF FORESTED AREA IN OPEN SPACE PARCELS A & B TOTAL = 3.30 AC CANOPY PROVIDED SUBDIVISION Scale: 1 -50' la Fires arenm permitted within 100 fact of the dripline ofueex 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 mournals shaBl nothcsmred will 100 feeafthedriphneof treestohevaed, (2150 LF X 2) / 40 = 108 MEDIUM STREET TREES REQUIRED 112 STREET TREES PROVIDED d Frptective F'e■c 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 fanatics grading aconsw<lion. 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 mull be rotted within the dnphne of treerobe suved,auee well shall be provided ands construction detail STREET TREES PLANTED AT 2.5" CALIPER ARE PROVIDED. THESE LARGE TREES REPLACED forground sa6mitled .nit opprovel. approval, THE MEDIUM STREET TREES AND ARE INCLUDED IN THE TOTAL CALCULATIONS ABOVE. 10. Tree walls: ® When the ground level muss be louvered will 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.. ALL OTHER IL Treaching Tunneling: LANDSCAPED AREAS SHALL BE SODDED. and ® When trenching I,rcgmredwithinthelimitsofclearing,itshallbedoneasfarawayfromthetrunksoft¢esaspossibleTunneling 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 trenchmg.,Itdestroy fiade+routs . 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 food 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. DamaeedTrees, LIST BASED ON COST AND AVAILABILITY. CONTRACTOR SHALL ENSURE A MINIMUM OF 4 SEPARATE GENUS AND SPECIES TREES ® Damaged ireesshal:beocnredimmediatelybyprunin&fertilirationmother methodsveco mirmiedbyancespmiallss. 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 COTE:msnleDEveto�ER'sREsronslRlLl'n'TLConFERwfTHTHECONTItncTORONTxEECON5E1tVAT10N ARE COMPLETED TO AVOID TREE PLANTING DAMAGE. REQUIREMENTS. 7. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 6. 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 APPROVED LANDSCAPE PLAN. OWNER SIGNATURE (DATE) L'o ZOZO LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at C•^ SIGNATUR2Ef_' -"-',�,-" 11/ (DATE) r`a �1a10wryevwl�I,G �bl 511/06 Page l Mt u '�"I GJ�IiA.'�.V11Ld 30 Ibs/acre each, along with EC-2 Matting (Total application rate of 150 Ib/acre): 1 CONSERVATION CHECKLIST CONSERVATION Virginia Wildrye (Elymus virginirple Little Bluestein Grass ti 11 /V ill/Ll lv Il/ul r..J 1 (Schizach yrium scoparium), Purpletop (Tridens flavus), �,11314) NITS Broomsedge (Andropogon virginicus), and Indian Grass (Sorahostrum nutons). INTERIOR STREET TREE SCHEDULE Total Total Plant Min. Height Canopy Planting Type Botanical Name Common Name Quantity Conop Symbol Caliper (ft) in SF y SF 10 Yrs ° Large Shade Tree Quercus coccinea Scarlet Oak 2.5" 8 33 419 3352 Large Shade Tree 9. Tilia tomentoso "Green Mountain" "Green Mountain„ Silver Linden 2.5" 10 27 322 3220 Large Shade Tree Ulmnus Americana American Elm 2.5" 11 27 464 5104 O cvs. Large Shade Tree Froxinus pennsylvanica Green Ash 2.5" 11 39 672 7392 & cvs. Medium Shade Tree Acer sacchorum •'Goldspire" "Goldspire" Sugar 1.5" 20 30 177 3540 Maple Medium Shade Tree Carpinus betulus European Hornbeam 1,5" 20 21 177 3540 Medium Shade Tree Cercidiphyllum japonicum Kotsuratree 1.5" 16 28 222 3552 (j Medium Shade Tree Sassafras albidum Common Sassafras 1:5" 16 24 198 3168 - Low Maintenance Southeast Native Gross 0.2 ac: Ground Cover Seed Mix. @ 150 Ib/ac 30 Ibis 0 TOTAL TOTAL: 112 32868 SF: ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. LANDSCAPING PLAN 18.025 C1 CG-7 CG-B LG-7 THIS MCA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES; 1. THIS REM MAY DE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS M F CAST N RACE, woo MI IF PRECAST. 3. COMBINATION CUB W GUTTER HAVING A RADIUS OF 3W FEET OR LESS (ALONG FACE OF CURB) 9iKL BE PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4• FOR LATER TTHE BO OPEN-GRADED OF ADED CURB AND GUTTER JeNYI BE CONSTRUCTED PARALLEL TO THE SLDTi OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CR(TERU FOR THE USE OF CG-7 IS BASED ON ROADWAY GLASSFIGATION AND DESIGN SPEED AS SHOWN N MPENDIX A OF THE VDOT ROM DESIGN MANUAL. S. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER GUIDE. THE TRANSITION 6 TO BE MADE WITHIN 10-M THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STNDAM ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTEPSECTIONS ARE TO HAVE THE MOUNTABLE CUB CONFIGURATION MORPUATFD. A rr ITr •• D •• D• A A • A '• D • 1 D • D D - - - - - - - - - _ THE BOTTOM OF THE MAE AND CURTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF T' SUBBASE COURSES MIN OF7"IS HNNNE 8" VDOT 21A Compacted Stone Under Curb REV. 9/O6 COMBINATION 4" CURB & GUTTER "`10 VBiGNIA DEPARTMENT OF TRANSCORTATCN 502 201.04 CC-12 NO1E'COMPONENTS OF CURB RAMPS CONSIST OF THE FOLOWIW HYIX AIAUG CEMENT SIDEWALK ICEPTH N INCHES, MCA N SOUME YARDS) GENERAL NOTES: ATNAGUR2EAF�MYEMTECABLE WRNINGSFACNREN SQUARE YARDS) t THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED CORES, EACH Of THE MOVE ITEMS IS A SEPARATE PAY FEN AND SHOULD BE SUMMARIZED FOR EACH CUB CUT RAP 2. ALL DETECTABLE WAITING SURFACE IONS F S SHILL MEET THE RWARNI G SURFACE VDEWALx DE SECTION SOX O THE AM PRODUCTS FOR CG-12 OBE FROM WANING SURrACF. aa_, MAX RAN 121 M. AAPPPFOWDD DETECTABLE WARNING LISTF �RROOLCTS USED SHALL BE FRON THE MATERIALS 72. 3 FLOOR OR B S USING PERMISVERAMP lEA CpRTRUC1RED CTITION'AJONT TWITH MEOUIRED BARS, 4. REQUIRED BARS ME TO BE W.5 X B" RACED TCENTER TO CENTER ALONG 4B BGIN LEECONCRETE COVER r/2 S U THE RAW FLOOR. MD-DETI OF RAW` FLOOR._ YIMWJ M„ w' 5. ROADWAY CURB / CURB NO GUTTER SLOPE TRANSITIONS /OJACENT TO CURB TYPE A RARS ME INCLUDED N PAYMENT FOR CUBS / CURB AND GUTTER, PERPENDICULAR S. CURB STAMPS ME SECURED FOR SIDEWALKS AM SHARED USE PATHS. THE MOTH Or CUK�DAµIETNALLSEIDCON ONWI HAy1MEUSE PATH. TwMNCURB SHATHE USED y. •YIYM1 /dlMi^vY'(;"Myil'uH'+ �- aF THE SNARED USE PAT.. F%KN�A �P F1jI�%�1�%'q 'Y'''� S'MN ]. BCR ELWND'N"'NLiLOW L EXTEND THE FLiI WCTH OF THE Yiy' MArA,ly l t2t� I B. CURB RNIP$ WALL BE INSTALLED AND LOCATED WITHW PEDESTRIAN CROSSWALKS '2 � MAx ' 'l AS 5110'AN M PLANS OR AS DIRECTED BY THE ENGINEER CURB RAPS SHOULD VALOETSNE,EiCfATEO BEANO VENUE STOP LWS,UGH1 POLES.FRE NVORANTS.MCP TYPE B 9. RAMS MAY SE PLACED M RADIAL OR TANLENTIK SECTIONS PROVIDED THAI PARALLEL THE CURB OPENING IS PLACED WITHIN LIMITS OSS THE LTS THE CRWALM K D THAT THE SLOPE AT THE CONNECTION Or THE CURB OPENING IS 'j/F'\RAti2 A�MA•'�T PERPENDICULAR TO THE CURB. ' , ,Vl{ 10, DETECIMLE WANING SURFACE PANELS SHµL BE WSI&LED FLUSH WIT. ;=ATJ�IF THE BMR Of CUB. 1IF WHERE CURB RAMPS INTERSECT A RNRAL SECTION OF CURB AT ENTRMCESW STREET CMKCirpNS 1K pEIE<iABLE WMNNG SUFKE SHALL HAVE 5'NaN - A FACTORY RADIUS OR BE FIELD-WDFIED AS RECOMMENDED BY TK MANUFACIURER TO MATCH THE BACIT OF CURB SEE CG-Q-INS PAGES 20406 AID 2UA 07 FOR METHODS OF MSINUING DETECTABLE WARNINGS ON A RADIUS A. AN AT x 2' COWER THAN EODE Or PAVEMENT AT xx ,SAW AS TOP Or CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED WW xI xI i ISLLAG C 000 0 0 3� L. 6.000O OOO OO OO O T Y 0 0 0 0 0 0 0 0 0 0 0 0 LANNG RAW H O 000000000000000 Ie 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000IR 000 SOD65X OF A DIAMETER 0 0 D 0 0 0 O 0 O 0 O O O O 0 TOP DIAMETER O O O O O O O O O O O O O O O DETECTABLE WARNING I AT BACK OF CURB "-14" L VARIABLE FULL WCTH OF RAW FLOOR _I SEE NOTE 1I. BASF pAAET R T'- PAY LMTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VOOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE W THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEER 10P 5 REVISONN DATE (GENERAL NOTES) IM 502 20A 01 0419 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 cc.2 A -c •5 DOWELS. B" LONG �1 PERIA r AT Q" C-C 5,. M,N CONSTRUCTION !,`XA .ENT `a A- Qrl 4AIIHj B i2.-� y LEIS- s y 1?;, MAX 1 LJ}I WITH BUFFER STRIP RAW RNIP REE TII$EI ISEC iIHE1 TRMBRCN GUTTER PM SLOPE TRANSITION GUTTER PM A TO 20:1iW0UW RAMP LENGTH $'RAIN TO 20n THROUGH RAMP LENGTH GUTTEA PAN 4AXMUM SLOPE 20:1 uAM- t r,.} LR D. SHAPE oFROAow4v C(wBM WITHOUT BUFFER STRIP BARK URS o1C A :1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT VpC 4II MAY. z MN. SECTION A -A `ax"` I,IMM `vo OEIECt IDLE WARNING SURFACE PERMISSIBLE NRB 1" CONSTRUCTION AM CROSS AUK VP � P SECTION B-B ^o"454 ' NOTES: CONCRETE °NAB ONE DIRECTION ONE DIRECTION I, MIT GENERA WIES ON THE DE+ECIABLE WARNING "FACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET TOF 5, 2. THE RE01AND LENGTH Of A PARALLEL RAMP 6 LIMIED TO 15 FEET. REGARDLESS 0/ THE SLOPE. 3. GUTTER PM SHALL BE A MAXMUM SLOPE W 20:1 AT THE RAW OPENING A EVAGONAL RMEMENT S NOT PERMITTED. tO TYPE BPARALLEL APPLICATION flOAOWAY GRADE MAAAUM AMIP LENGTH R PERCENT N FEET 4CWB 6"CWB 0 4 6 1 5 7 2 5 8 35 9 B II 10 15 1 15 La CROSSWALKCFO$$W YV pY CW9 = $/y COWNEIE /�' �l r AN. CROSSWALK j�I TWO DIRECTIONS SMALLER RADII <hIONS�K WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH STUFFIER STRIP -VOOT A COPY OF THE DALAI SEALED La CROSSWALKCFO$$W YV pY CW9 = $/y COWNEIE /�' �l r AN. CROSSWALK j�I TWO DIRECTIONS SMALLER RADII <hIONS�K WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH STUFFIER STRIP -VOOT A COPY OF THE DALAI SEALED AND SIGNED DRAWING S W FILE N THE CENTRAL OFFICE SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE A"`"`"" TYPE B (PARALLEL) APPLICATION 10i SLEET LOT s REv19M DATE 04/19502 M4.03 VIRGINIA pEPMLWNi OF TRANSPORTATION SEA 50• ? a A -STREET MPrDAIw SAME 9RFAcmc IRMNS t0 ff R I '�' CI GENERAL NOTES AS MNNLNE ROADWAY (WE NOTE 3) SHOWN M RANS1 1. WHEN USED N CONAMCTION CORM STANDARD CCI i1 IAAMIIS TD BE M SHOWN ON RPNS) OR CG-7. THE CUB FACE ON TINS STANDARD IS TO BE •MASTED TO MATCH THE MOUNTABLE CURB IT CC-2 U CG-8 L_--- C0IFOLNATCN. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE / B 0 SMWALX USED MEN THIS STANDARD. - - - - 1616"ALM NOTE 51 1RTION& UNPAVED SPACE FLOW LINE i 3. MAINLINE PAVEMENT STALL DE CONSTRUCTED TO THE R/W LINE (EXCEPT MY DIAGRAM STABLRATIOX ---- �N REOMED FM MELNE PAVEMENT WHICH CAN BE Ol EXPANSION OMITTED N THE ENTRANCE.) JOUVYJOINT' 4. RMML CURS OR GEMINATION WIN AND GUTTER THE R/W LINE NOTE: WIDTH 18. 2'-0" OR AS W MANLNE ROADWAY EXCEPT FiORME�ILEMENTPURPOSES, SHOWN M TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE AAM CANNOT ACCOMMWATE THE TU W REQUIREMENTS OF ANTICIIII HEAW TRUCK MAPLNE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWMK M CURB RAMPS C'PARASOLC CURVE (ENTRANCE MY) WITHIN THE LABS OF THE RADISHOULD BE INCREASED TO 7•. ISEE CG-U) EDGE OF PAVEMENT OR OPTIMAL FLOW LION BX MAY. D MOPE CHANCE - - - - U ® - B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW U;EE LINE REWIRED i0 PROVIDE POSITIVE DRAINAGE ACROSS YNNLNE ROMWAY - - - - - - - - - - - - - NOTE 7) THE ENTRANCE. E BS YM. ® 0 - -- ]. THE DESRAJLE AND MAXIMUM ENTRANCE GRADE CHANGES SLOPE CHARGE - - 0 0" ARE LISTED N THE KLOWMLE ENTRANCE DUDE TABLE THESE VALUES ME NOT IPPLCAKE TO STREET CONNECTIONS. 5 MA COMMERCIAL ENTRANCE INTERSECTION NOTES e. WHEN CC-R IS MEET FOR STREET CONKCiONS, THE M CONSTRUCT CAME CHARGES WITH A PARABOLIC CURVE. COMWCTON MUST BE DESIGNED N CCCRDANCE WITH SECTION A - A AASNTO POLICY ANC, THE APPLICABLE REGUREMENTS OF THE VDOT ROAD DESIGN MANUAL. IELUVING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTNXNAL ROWLNE MAY REOWE WAKING OF A -IT 4"�- PCRTON OF GUTTER TO PROVIDE POSITIVE OINNME MRDSS THEINTERSECTION IT_1IB - ALLOWABLE ENTRANCE GRADE CHANGES aABs A3 W.ES.I - CONLAETE , SECTION C-C NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AS F CAST IN RAGE, 40M P91F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUB) SHALL BE PAD FOR AS RAGA. COMBINATION CURB N CUTTER. 4. FOR USE WITH STMIUZFD OPEN -GEARED MANAGE LAYER, THE BOTTOM OF THE CUB ACID GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-8 IS BASED ON ROADWAY CLASSIFICATION AND OESKN SPEED AS SHOWN N MPEMUX A R OF THE VDOT ROM DESIGN MANI D I ' r,r .'A .'A ,' .'A ,' ,'A ,' .'A THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 6 MAINTAINED. 8" VDOT 21A Compacted Stone Under Curb THl COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A DOWEL 8" LONG 0 IF C-C B Ll wi 'u B / �TAMBITION GUTTER PM SLOPE TO 2911 THROUGH RAMP LENGTH iRESITCN GUTTER RAN SLOB A WitCR PM NMMUM POPE M, TO MI THROUGH RAW LENGTH B.D., Mm 4'-0. A BK.N OF CURBI2H MM. 48!1MAX. 20'.I 2'M". SECTION A -A �ERM551BLE / CONSTRUCTION JGNT SECTION B-B NOTES: I FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOf S. 'DESIGN TO BE USED FOR CONETRUCTIDN THAT INCORPORATES WMR SIDEWALK. LANCING WMEI RECURRED AT TOP OF CURB RAW. MINIMUM CUM RAW LENGTH 8 FEET FOR NEW -DNSTRUCTON, ; ITTER PAN SHALL SEA MAXIMW SLOPE OF 2011 AT THE RAW OPTI NG. IAGMK PLACEMENT IS NOT PEHMIltED. A T145 AREA NAY CONCRETE AT THE OPTION OF THE CONTRACTOR . _ 2DLaa CG 't I EXAMPLENSTALATION METH SEE IPLANSLFOR LAYOUTOOS III AT iNTERSECT10N WITHIN CROSSWALK SPECIFCAIDN A COPY OF IHE ONTI SEALED AND SIGNED MAMW IS ON FILE IN THE CENTRAL OFFICE. VDC T AEFERENL[ CG-12 DETECTABLE WARNING SURFACE ROM AW BRIDGE STANDARDS as TYPE A (PERPENDICULAR) APPLICATION 02 REVISION DATE SHEET 2 G s 504 VIRGINIA MPMTWAT OF TRANSPORTATION 0•/19 2G4 CC-12 A 5 AN PERMSSALE COATI IF'•=-Ii JOlnl i\q 6"5 _ A'TYP TRANSOM GUTTER PAN SLOB 2 W� IYO AT x 2' HIGHER TIIM n p TO 20;1THROIKH RAND LENGTH YP EDGE OF PAVEMENT ATxx, BMAE AS G;' CF _ A EJ GUTTER PM YENUM SLOPE 2O1 TANGENT PLAN .• xx a v' x x uAx. xt SHAPE TO MATCH FACE OF ROADWAY CURB N 2'-D' M L I V-0•' MN. I A' TYP TWA AT x , 2" HIGHER THAN OF CU Q' 14M 4 I M EDGE Or PAVEMENT -+ ATxx, SAME A5 TOP Of CURB 8 SECTION A -A Y= N � 0 4} V TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY CARE IN PERCENT M IMW RAW LENGTH N FEET 4" CURB 6• CURB 0 2 4 1 2 5 2 3 5 3 3 5 4 4 8 5 5 10 6 ] " 1 IS B IS 15 � IIFII' CROVSWKK� EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1. FOR GENERAL NOTES ON THE MTECTAT.E WARNING SURFACE. SEE SHEET IOF 5. 2 THE SELECTION OF CURB TYRE AND THE CONPIGURATON OF THE BUFFER STRIP MAY VI TO MEET EXISTING FEW CONDITIONS AND ROADWAY GEOMETRIES PRDVIDPD THE OMENSONS AND SLOPES ARE M NOTED 3 IH6 CONNED PMAti£L L PERPENOK:ULMI OESIM CAN BE USED, WRN ADJOINING BUFFER StRP, LANDING AT BOTTOM OF TWO SLOPING VMS WITH 5'X 5'MM. DMEN9MS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SDEWALK WITH A WARPED SURFACE. 4. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF ]GU AT tHE RAW OKMNO TK RECURRED LENGTH OF A PARALLEL RAW 15 5 ONGUNAL PLACEMENT 6 NOT PERMITTED LOURED TO IS FEET•REGMDLESS OF THE SLOPE. IC�N� A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE- �VDOT CG-12 DETECTABLE WARNING SURFACE ROM AND BRIDGESTANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE EKLT . G 502 VIRGINIA DEPARTMENT OF TRANSMATAEDN 04/19 204.01 CC-9B USE CG-9B FOR ALL DRIVEWAYS EXCEPT FOR ON ROAD E WIDTH OF EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION ,NIM- HALF PLAN C ENTRANCE IT, LIMITS OF RED. 3 ACCESS ROUTE 10 o I,= OF ACCESS RONCN-TRAVERSMLE -'uNPAVEO SPARE el MEUNPAVED §ED11 S PEDESTRIAN ACCESS ROUTE DETAIL ADVTONAL RIGHT-OF-WAY IS RE IRED F THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTNG OR PROPOSED VDOT RI T-OF WAY. •a. EB PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT 'o b4404 e�.S PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE 6 ADJACENT SECTION F-F TO BACK OF CURB.MIMMUM WIDTH SHOULD BE 6'. W F PEDESTRIAN! ACCESS ROUTES I ME BEING PROVIDED. A MINIMUM a' .21. RS LE WIDTH ,,, ,,,, 6 RV MD. A WITH A 4' TRA CROSS SLOPE. -=.I WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON TAMS STAIDMD IS TO BE MASTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, Re Pb4s4e e SIDEWALK PARABOLIC SECTION E•E I UNPAVED - STAG` CURVE NORMAL GUTTER ® ® ___- ® IF It _ . p.^ . e • �. ' N. -Ao,R,00 d AF 0% TO 10% CHANCE Pe4 e4besA$4R44ge, o=oYe.b. CLASS A3 M.E.S.) CAC. 6" MOR. 8RE TYPE I V o. 29 ' D-O" Mn A. 12% M. SLOPE 5'-0" ® POINT OF GRACE CHANGE 1. • M'. • a. FOR CWB AND GUTTER ONLY 4F gAo•o e.e 4e. o4e4e o F R IW&N CURB MD G iTER x x 12 X MAXIMUM INCREASE IN SLOPE AT MNIMOM 10' INTERVALS BUNT CONCURRENTLY SECTION D-D NOTE, ALLOWABLE ENTRANCE CRANE TABLE 6 NOT APPLICABLE TO STREET CONNECTIONS 11 SPECER:NCE \\AYIT SPECIFIC, REFERENCE METHOD OF TREATMENT RaM AID BRDGE S,AMNOS REFERS Sae (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISIM DATE 9NEIT 1 OF I 5pp VIRGINIA DEPARTMENT OF TRANSPORTATION 203M04 ENTRANCE VOLUME ANTE CHANGE "D" DEERANL MAXMW HIGH MDR[ TAN IS00 VPD 0 i 3 i MEDIA, I NO- I 53i 1 6X LOW I LEA THAN 500 VPD I 18% I 8X SECTION C-C XXX 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST IWINTERVK MD 0 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM O' INTERVALS STANDARD ENTRANCE GUTTER Xv�T ROM ND BRIDGE STANDARDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) REVRON DATE SHEET T02 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION OM13 203 'ACK COAT THE PROPOSED '(INSTRUCTION ,CRT NOTES; 1. T ITEM MAY W PRECAST ED CAST IN PLACE R. CONCRETE TO BE OLIVES AT IF CAST IN RACE, 4000 PG F PRECAST, 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD M FOR AS RADIAL CONATTN CURB M CUTTER. 4' DRAWE NNA E WITH l TER.TTHHEE BOTTOM OF OPEN -GRADED EO CURB AND GUTTER ccuu.����� BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUUASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-7 6 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROM DESIGN MANUI 6. WHEN THIS STANDARD 6 TD BE TIED TIRO EXISTING BARRIER MAIL 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 CUB CONFIGURATION INCORPORATED, YR 2- 1-- �rR . 4• TrT ,. •----------- THE BOTTOM OF THE CURB AMID - GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF CLOSINGS MR. DEPTH T S MANTAMED M 8" VDOT 21A Compacted Stone Under Curb COMBINATION 4" CURB & GUTTER VIRGINIA DEOMTWNT OF TRANSORTATION TRAVEL LANE ASPHALT PAVEMENT WOENING ` CODE OF CUBING PAVEMENT 1AS DETERMINED N FIELDI CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/I NCH THICK ASPHALT SURFACE COURSE NSEE NOTE SI AUDI 12 WKS, OR GREATER AS NECESSARY TO INPUT THE FULL THICKNESS OF EXISTING "HALF LAYERS AS DETERMINED BY CORES (SEE NOTE 31 NOTES .uT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESON N ACCORDANCE MTN CURRENT VOICE PROCEDURES AND RE APPROVED BY THE ENGINEER. T IE PAVEMENT US" FDA ASPI PAVEMENT WIDENING SHA L MEET M EXCEED THE DEPTHS AJD TYPES OF THE LAYEAS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE III AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN, A MIMW M THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED AD MORE THAN NO FEET MART. + THE ADJACENT TRAVEL LINE SHALL BE MI A MINIMUM DEPTH OF IV, INCHES MO REPLACED WITH AN ASPMKT SURFACE COURSE 10 MATCH THE PROPOSED PAVEMENT MUNI SURFACE COURSE.UNLESS WAVED BY THE ENGINEER. THE ENGINEER MAY REWIRE TK FALLING DEPTH OF THE EXISTING PAVEMENT TO DE MASTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE ACE MANAGE. . AND FITECT E SUNK N AGE 6. EXISTING PAVEMENT MARRIAGE AD MAKERS WITHIN THE PRO.ECT LIMITS SHALL BE RESTORED NSXCT TO THE APPROVAL OF THE ENGINEER, 7. FINK TRANSVERSE PAVEMENT DE-N SHALL CONFORM TO THE REGUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL ANTS AT TE-N LOCATIONS SHALL BE TESTED USING A D FONT STRAIGHTEDGE N ACCORDANCE WITH THE REWIREWNTS OF SECTION 35 OF THE SPECIFICATIONS. ROAD AND MGM STANDARDS a-I2-INS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION DETECTABLE W 105 502 315 EXAMPLE RADIAL INSTALLATION FACTORY FOGF MY EDGE TO \ 2'r YOE TECTIBLE TwARNNG PAKL Tm. M II n� EI�FNELcit-\�. / - - - - 'l� EXAMPLE BLENDED TRANSITION - - - - - - ^"� ' (NOT FOR USE W MEN CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES I LOCATIONS WARE THE DETECTABLE WARNING CANNOT BE IN5TAIE0 MEN r 2'. 3'DETECTABLE A MAXMM 2" OFFSET FROM THE BACK OF CURB SMALL HAVE A RADIUS TO 1 WIRING PANEL u T R r i DETECTABLE P HAVE A A CN ANUS 0 E GOR.DE EC ABLE WARNING PANELS SMALL E Il r WA ING PANEL 2. ♦'DETECTABLE I WARNING AAEL FACTORY RADIUS OR IF APPROVED By THE ENGINEER MAY BE FIELD CMODIFIED R RECOMMENDED By THE MANUFACTURER TO MATCH iK OF CWB. URI WMNNG PANEL 2. FACT ANTS BETWEEN WARNING PIXELS SHALL BE USES ( L� ARM£ WT SUES OF PANELS ARE NOT PERMITTED i0 RUT PANELS ADJACENT PEELS. LS. 3. OF DOMES ADJACENT PEELS THAT BE MODIFIED TO µCA L BE MO FIT A RAMS SHALL BE MAINTAINED WHEN FIELD MCOFTING DETECTIVE RADIUS E M wMnwc PANELS. 4. DETECTABLE WARNING PANEL SIZES SHOWN NE FOR EXAMPLE _ PURPOSES OTHER PIXEL SIZES MAY BE USED IN ORDER TO MAINTAIN / T�-ter �FKIORv CONSISTENT ALIGNWNt OF THE DOMES FOR EACH CURS RAMP LOCATION. EDGE to 5. BLENDED TRANSITION CURB PARS ME FOR KtERATCN SITUATIONS D Lw1 - FACTORY EDGE WHERE STANDARD DIRECTION& CURB REPS ARE NOT FEASIBLE DUE TO 91E CA EXAMPLE CH.+ CONSTRAINTS. BLENDED TRANSTON CURS RAMPS ARE NOT PERMITTED PATTERN 2. 3'DETECTABLE FOR NEW CONSTRUCTION WARNING PANEL S. PARTIAL DETECTABLE WARNING COMES THAI NE THE RESULT OF CUTTING PANELS SWKXO BE GROUND FLUSH WITH THE PANEL SURFACE. ]. CAPS BETWEEN IOJAUNI DETECTABLE WARNING PANELS ME NOT PERMITTED. & SEE FILMS FOR CROSSWALK MARKINGS, TUNRNG AREAS. ROUTE WIDTHS, GRADE CHARGES, AND RAMP CONFIGURATIONS. �VQTHE Or A COP; Of THE SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. IXNAL SPECFICAUON ROM AND BADGE STANDARDS CG-12 DETECTABLE WARNING SURFACE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VIRGINIA DERMTNFNT OF TRANSPORTATION REFERENCE w5 Sp• tEl z of z REVISION GATT. MEW DA/IB p407 CR-2. 2A X 273'4" MIN - 283A4" MAX RAIL HEIGHT R,_3,. 6,-p• 3'-1[/,' r-0/z" 3' W N NNN J�'/YNM MA II II II II II III II IJ J J J J J J GR-2 GR-2A POST SPACING) (3'-,1/J' POST sF I ME DYNAMIC DEFLECTOR - 3' MAX DYNAMIC DEFLECTION - 2- NOTESI GUARDRAIL LOCATIONS SHOWN ON RIGS ARE APPROXIMATE(l((��ff DAILY AND CAN BE MASTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER_ FOR DETAILS OF POST AND BLOCNOUTS SEE SHEET W. SOLOS. x OPTIONAL U-2A MFTHOD x OPTIMAL GR-2A METHOD USING NESTED RAILMMG ADDITIMAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE HINT. MID RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS-SOLOI AND 501.02. K WHEN WSTED RNL OR ADDITIONAL RAL 5 PLACED ON BACK OF POST RAL ELEMENTS ME FURNISHED SHOP CURVED FOR FACT FOR GR-2A THE POST SPACING WILL BE 613I. BETWEEN 5 FEET AND IN FEET. ALL IMMORAL POSTS SHALL BE SET PLUMB. P%T SHALL NOT BE SET WITH A VABATION OF MORE THAN A" PER FOOT FROM VERTDAL W-BEM.BLOCKOUTS,AW POSTS SHALL BE SET AND ALIGNED MITHfNUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECFICATONS. ALL M-2 AND M-2A RAIL SHALL BE MANTAINED AT A HEIGHT OF 27)1" MN - 2111 MAX AS MEASURED PER STANDARD GR-INS. Al W-BEM RALS $IMLL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR TE FINISHED ROADWAY, THE OPTION& GR-2A METHODS OF NESTING THE RAL OR USE OF AN MOTION& STAR ON THE BACK OF THE POST FOR STANDARD M-2A SHALL E APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED I INSIDE I 90' LION I BEYOND I SHY UE WITH LINE US TIME RATE RARE RATE 70 9' JOa i6n T 80 e' 26n ton 4 50 8.51 21:1 11;R 40 5' W:I BU M 4' IYI IT fi •.SUGGESTED MAXIMUM FLARE RATE FOR SEAR -RIM) SM1I SYSTEMS VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED TRAINING 15 ON FILE IN THE CENTRAL OFFICE AND BRIDGE STANDARDS -OUT W - EAM GUARDRAIL STANDARD BLOCKED -OUT R IL I OF a PENSION DATE (STRONG POST SYSTEM) oex14 vRGIWUI DEPARTMENT OF x TRANSPORTATION Albemarle County As -built Road Plan Poliey As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County- The following is a list of the ntinimunt information required on the drawings. Additional information may be requested The County only rev iie s private road as -built plans. The county does not revriewr 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 revision 4. The constructed location of all items associated with the road construction must be shown The items includebut 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 mininmum and at frequent enough intervals to accurately pomay 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. Vertical Alignment - Show and label meastuenment points. and an interpreted line between measurements. Show the as -built centerfine 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 Measurements shall be at each station as a minimttnt_ and frequent enough intervals to accurately portray the as-btult centerline. For alignments which deviate significantly from the design. provide curvature and sight - distances. Corrections may be required 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 pomay the as -built ilt edges. Shaw 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. Culverts. Pipes and Drainage Structures - Display the installed type of drainage structure. cuhierEpipe size. material. inlets or end treatmeat(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 took references labeled. Drainage must be within platted right -of --way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail- including the guardrail type. length and applied end treatments. compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right - of -wars. sight easements. slope easements. etc-, and provide copies of recorded documents- g. 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 CBR's. and pavement applications_ h. Street Trees - if street trees are on the design plan- provide design and as -built locations and species. i. Signs - Show all installed sips and pavement maddogs. Include any pedestals or odbf features. 1 AS -BUILT REQUIREMENTS C15 Not To Scale d A a d A 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE 0000000000000000 II I II I II I II I II I II I II I II I II I I� COMPACTED SUBGRADE ATYPICAL SIDEWALK SECTION C15 Not To Scale 3" MULCH TRAIL 3 5) PRIMITIVE TRAIL SECTION C15 Not To Scale 2" OF SM-9.5A SUPERPAVE 4" - VDOT #21A BASESTONE 0000000000000000 I'I II I'I II I'I II I'I II I'I 11- COMPACTED SUBGRADE TYPICAL DRIVEWAY SECTION C15 / Not To Scale TYP. CG-6 6" CURB 2:1 TURNDOWN SLOPE TO FLUSH n WITH PAVEMENT d d 5 CG-6 CURB WIPEDOWN DETAIL C15 Not To Scale I�n GR-2.2A 8' W YA" WASHER T YA'118• BOLT _ A y." HOLE 6 NUT 6'L " TREBLE[ y" HIOIE 6'16•XY-S' PK BLOCN OR TREATED PINE, �" HOLE r �," 0 RECYCLED MATERUL. E BLOCK OR AE<rCLED ONLY. STEEL RID �' �'" UATENAu SEEEE NOTE °5. w 6" WIDE BLOCKOUT FOR USE WHEN REPKBNG DARED WARNAL TREATED CONTAINING STEEL SLOCKOUTS. PRE BLOCK i /�" } TEp •� BLOCKOUT FOR MAINTENANCE INEEAT PwME " REPAIR ONLY 7 7�" LESS THAW 1'-O" �• HOLE /` 6x8 WOOD POST .. 1* 4". BLOGI, TREATED%STI8ING POST THE CURT POST a FOR ME WITH THE B'-0" POUT GUARDRAIL STANDARD M-IO TYPE IAOR WHEW in - PLANS. 4" WIDE BLOCKOUT REWNED SPECIFED BY TK ENGINEER IN lR1f - T S7FE`pER 1 POST MAY BE HOT ROLLED OR WELDED DETAL A *`I' A•N G T SITES REQUIRING LONGER UARDRAIL INSTALLATION j GUARDRAIL POSTS NOTES. 1. Al BOLTS. NUTS, WASHERS. AWL OTHER STEEL ITEMS ME TO BE GALVMNEO. 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON Mr ONE PROJECT WITH THE RESTRICTION THAT THE SAME TYPE OF s POST AND BLOCKOUT MUST BE USED N MY SINGLE RUN OF WAROMAL. p 3. FOR DETAILS OF MAMMAL ELEMENT SPLICE 1 J NT. HNCWARE, ETC. SEE SHEET NOS. SDI.01 11III ANO NL02. 4, GAVE NAIL M BOTH SIDES WITHIN 2" OF THE TOP OIR ABO T OM O BLOCKOUT AFTER Yi" . AIL ROLT CRT POST STEEL POST SPECFICATION SPECIFICATION REFERENCE REFERENCE "COPY OF TIE ORIGINAL SCALED AND SIGNED OIRAWMG 6 ON FIN[ M THE CENTRAL OFFILC- STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 2201 221 (STRONG POST SYSTEM,POST AND BLOCKOUT DETAILS) SOS VNGINM DEPARTMENT OF TRANSPORTATION ROM AM M. STANDARDS VISION DATE SHEET 2 6 2 MA/14 SOLOS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH S1 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v - IMP Lic. .45183 BOA 16�1to w� F`pSIONAL 0 ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. VDOT ROAD DETAILS C� 14-1 ES-2 9L9 CD-1 PAY LINENi BINS • r C-C TYP. LS BASEI EW-12 • r C-C TYR. TOP R CUT PAY LINTS FOR (TYPIOK) PAY LK LENGTH OF PIPE C E •.: •.:• ..� ' ME �9 dAMETER CONNECTOR SLOPE 1• L•.:'I_:•'•I-_. •1-' IJ •.I'. -I -1'.:I -• "• °� -�'\J` PAVEMENTLNSE ETCH LINE EEUPOW W' �OUTLET PIK O / UBGRN E IF BECTKN j SHAPE �naN s�� I A I I I I I A B TT a COMBINATION UNDERDRNN CD-1 AT LOWER END OF CUTS PAVEMENT /. LARIEsr PPE. I. I CENTER LINE SECTION TRAVEL LINES SIIIPE TO I I •: II II I I 3r DARTER + 1 :• (WIN TYPE I SELECT MATER&) _ BHT , I I' r1�TT 1T ` rr I PIPE ALTERNATE CONNECTION ____ I 1 TRENCH PLACEMENT EaE Oi PAVEMENT PAY PI FOR I I I TT am 'm"° • I TYPICAL CROSS-SECTION - F FAIRM NT SURFACE M SAME ELBOW TOE PLATED TTTTTTZ I TTT-•,...-y1IE dt/E OF FRL i • I SKIRT SECTION ORCED - - .o c.e- FSELECT MAMNIL TYPE INK 4 fn'PiCµl /. EDGE - - - / 2 f DLVBd6 :•' •. ' ::: [ • . a 116T wCECAIE, LB ABNEGATE OR CPII9ED A PPE SHEET TI+CKNE55 A B MNEN .... GLASS MEETING W6 DIVINATION REQUIREMENTS. PLAN VIEW dAMEMIR STEEL KUEXUN r TOL. MAX. r TOL. 2• TOL. c PLAN • III TM�I.sE'SSSS AND VARIES PLAN ICI �0ra"� °RAN F"SXC (PLACEMENT OF CD-1 COMBINATION UNDERDRAN) t2" ♦" 8- 2e SLOPE TO ORMN TO INVERT 21. 15" .054- Ow T- 4- 9 R ORLET PPE PA0%. . 64• Ia. . " 24^ OR SECTION A -A \ . Wii"' W ' 24" ."Josy 24" .084- .IXIO" p" 24- t- PAVEMENT "FACE 6 BASE NMSITO4 BETWEEN PLAN 2)JB'b 4` .0)S" W 075. >r 6011 36" •. W_' •. M'' (.' • ' �- SUBBASE OR CEMENT STABILIZED SUBBASE PIPE METERS WHEN METHOD OF TREATMENT IN DROP INLETS ' ' ° ' ° aPRESENT 9ZE4 R 42' a" .IDS" ro" M, ]6" - flRES ARE ENL'OINIEPID. �e aB" .064" .MIS" IS" 2a- A3 C(INCEIE CLASS N CONCRETE (CEMENT OR LINE STABLIZmI e o _ p o-DADA �-SELECT MATERIAL. LINE TTABLI SIIBGRME ]4" .RAN"/.0)9" -OV IB•• 36" .. •.,. .• ''F O a • BO' .OBI"/.0>9" .IDS'/.1 '. .' 1 " S6" ••. ^. 'Io . o E SECTION A -A L NQL S WEEITNGG TNT GRADDATION R «'FaURE ENNTTs mANNE GENERAL NOTES SECTION B-B FNLiIC \ H0� 1. aAE55 SPEWICAULLYPONTWHEN ON SUBBASCOMBINATIONE WND SUNI GULL NOT SE NOTES' � NOTES: LOCATED AT T195 PAT WHEN BON SISBAg ND SINONwE ME STML®. SHAPING OF NNMq£ ND L4.E( COVERTS N wCODNICE WITH 1. THE HE Dfl SUM SLAB IA-t) S TO g E DR ONLY WHEN SPECIFIED N THE PENS ON THE CRANM.i SUMMARY SHEET MO/OR THE ORNNIGE DESCRIPTION. FOR MANHOLES THIS DRAWING 6 TO AWAY TO THOSE STRUCTURES MS RTECFFD SLOPE TO OPNI L TOE RATE f0 gSE PINCHED TO MATCH HOLES IN SKRT LP yy" GALVAVZED BOLTS 10 HE JUNCTION BOXES MO DROP MI WITH HEIGHTS INMATES THAN i2 FEET, THE WhoRD 2. TRENCH SHALL g FNI m WITH ABNEGATE AND TNROOkLY HAND TAMPED TO STRUCTURE. TO WHERE IxvERT R PPE Is ABOVE MART R \ TTO RET FIPE - - - -- FURNISHED. IENGiN R TOE RATE 6 W III FOR 12• TO 36" DINEIN PPC AND w 22" IDJICENT SAFELY SUBS SHILL SE B'TO 11-WITH; NO SAFETY SLAB LOCATED WTIN B FEET RONNE COMPACTNESS FOR W' TO To" DIAMETER M. OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SMALL HOT BE LOCATED BELOW MANHOLE OR DROP KET IS TO BE FORMED AND CONSTRUCTED MY LIFT INK R 30" OLAETER OR OMNI NON -PERFORATED OUTLET PIPE 3. WUTLEETgPPPE,,S SHALL ON AGINNATOETHE EDGE GE1 F THETRAVSxVEL LANE ER PAVEMENT EXPIRE AND z N ACCORDANCE NN APPLICABLE STANDARD OR SPECIAL DRAWING. 2. SKINT SECTION! 12" TO Sa' DIAMETER PPE TO BE MADE M ONE KCE. THE NVERT SHAPING AS DETAILED HEREON 6 TO CONSIST BE A 2. THE COST R THE SL-1 5 INCLUDED IN THE COST OF NE STRUCTURE. SEE CAST N PLACE DRAWINGS DESIRABLE) GRADE. PORTLA D CEMENT CONCRETE MN CONFORMING TO CLASS M OR / / e ::".. 3. SKIRT SECTION FOR 36" TO 54" DIAMETER PPE MAY BE WOE FROM TWO SHEETS JGEO BY FOR EM E T DETAILS CRUSHING STRENDN 4. ON CURB HID COTTER SECTIONS. COHEIR IT 6 NPOSSA%E TO OTHERWISE PROVIDE GLASS Ct EKCEPi THAT 25X OF CDNSE ADOREWTE MAY BE :.), 3':.n.., • RIVETING OR BATING ON CENTER LINE, 60" MAY SE CONSTRUCTED IN ] PIECES. J. ACCESS OPENRGS NE TO E STIGGEREO TRW ONE SIDE R STNCTDE TO 1HE TYPE pF PPE OUTLETS FOR ILDEADRANS, THEY ARE TO BE LOCATED SO AM TO URAN INTO DROP LP TO {J N DU EIER AND CONSIST OF STCNE, BROKEN BRICK, / • .:�;�<_I;':n _�:E " - I- - - - - - - - _ I • 4. CONNECTOR SECTION. CORNER RATE AND TOE PLATE TO BE SAE SHEET THICKNESS AS SKINT. OTHER MERE APPLICABLE. STEPS ME TO g STAGGERED K'COPNNGLY. 45 BINS W r C-0 TYP. W.T. 4- MOM. gNEIER NN.T. 6" MOIL DNEIER INLETS 019 MANHOLES. BROKEN CONCRETE OR BDIEN CONCRETE BLOCK. THE SURFACE "'' 4. SAFETY SHAH MAY SE CANT-M-PLACE OR RECAST. CAST-N-RACE CONCRETE TO B: SNDDN WNl PVC JB3 0.163 SNNA BE LEFT SMOOTH BY MEMS BE HIND TROWELLING. NON: I I VI ' N. • .. .. S. ON SIPWLEVATEO SECTIONS. TRENCH 6 TO BE WIDER ENTIRE PAYELENT AREA OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. • 5. END -SECTION AND FITTINGS ARE TO BE STEEL FOR USE WIN STEEL PIPE. CLAMS M CWOO MD. PRECAST CONCRETE 6 TO HE M NIKKO M. REINFORCING • TOE STEEL TO BE N ACCORDANCE WIN M91I0 Y]t. : ll1, ,i !.N: {�1 9MOON WAIL K To P51 NMN )° PSI NNN WITH OJI PPE ON LOW SERE ONLY. RATE 6. FED -SECTION AM] FITTINGS ARE TO SE ALUINL ALLOY FOR USE DtM KININW ALLOY PPE. PETALS R MART SHAPING OL SHOWN HEREON ARE FOR EXAMPLE 0. INVERT ELEVATION AT OCTET G D R CUTOUT" PIPE S UC A MNMUY R f-0" ABOVE NOVICK ONLY. EST) MANHOLE OR CROP )NET 6 TO SE SHAPED - • '• , 5. ACCESS AN 30'GS MAY g SO" OPENING R OR JAY' SQUARE. WHEN (STRUCTURE WIDTH S INVENT ELEVATION R fELEHVNG DRAINAGE dTdi OR STRUCTURE. NpVIGUKLY TO BEST FT THE PARTICULAR INLET ALAI OCTET IDLES ON U" QNTER-HIA%. >. TITER THE -0. 1 KLUYNY VD -PLASM DETAILED MAY BE USED EDR RMTD PPE SIIC `. 30-- THAN 30" THE ACCESS RENWG SHALL g RECTANGULAR (SNUCfLRE WIDTH BY SHOWN IN ST•p. PC-1 d M APPROVED RMTD END -SECTION MAY BE USED. 30" LONG). CONFIGURATION MD FLOW LINES SECTION B-B N WALL THICKE55 HBO - NDES T. ALL ECOMMECIRBINSSAME (RUSHING, SIRE ETC.) ST HE PAY UNITS FOR OUTLET PPE HIE TO S."RE FLARED END-00 NOT ARE TO g USED WTN ASPHALT COATED AND PAYED METµ OU LE WE SAE E SECURELY LY CONNE TE THE W-12 PIPE. PLAN flPE, END SECTIONS DO NOT HEED 10 BE CONNED ON PAYED. TYPICAL PRECAST UNIT NNN TESTED N%IOPWJG TO MINA D-241x AT 5%DFFlECTON. B. OUTLET PIPE TO BE gCUNELY CDNECTm i0 EW-120R OTTER URILIA[E METHOD OF TREATMENT IN MANHOLES ELEVATION STRUCTURE. XVMT SPECITCATwN so<vw"TD" vADQF �vDOf �E«TH"T0N xv=r STANDARD COMBINATION UNDERDRAIN SPE«`G" °" STANDARD METHOD OF SHAPING SE..ECE RE ERENR FLARED END SECTION TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE Row AND BRIDGE STANDARDS REFERENCE RAID LAID BRIDGE STMDMOS RBM Aw BRmg STANDARDS ROAD na BRIDGE sTMHMDA MANHOLES AND JUNCTION BOXES SHEET I OF i REVISION DATE (AT LOWER END OF CUTS) BEET 1 of 1 REVISOR PATE MANHOLE &INLET INVERTS W2 W2 12" - 60" CORRUGATED PIPE CULVERTS KV60N DATE SHEET I OF 1 SHEET I OF 1 REVLADN DATE ]OY bpi 105.U5 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT Of TRM9'ORTATCN W.03 pg.% VIRGINIA DEPARTMENT OF TRNSPORTATOH wB.04 VRGINA DEPARTMENT OF TRANSPORTATION )01 A _. DI-3A, 38, 3C CD-2 I_ EW-1.1A Lx-'¢ J0111 IOU KEYED S /( h�� SEE STMDMD ICFOR DETAILS OF KET f j JOIM COAST. BANS IPPPROACH EXPANDED STEEL EXPANSION .PINT ]'-Kr' FRAME L COVER BACK OF SIDEWALK .MINT J GUTTER COTS OF PAY FOR % MESH (MTTENFDI 2 BM G WM PAVEMENT OCTET PPE D SEE NOTE t n �' (SEP YITTEDTFORRT MY BANS C ♦• F o T..'.. pED BGRME TIME OF iLL wIn �� GUTTER SUBBASE TOP OF CDT O SHAPE TO g BARES C - BM C 1 1 SUBBASE FLL Cd6NATON UItDEICRAN �r'q \ BEVELED F--------- - FORM PEMOVK) °• 1� MS F -1-9 BMS B a W BIT (E T SHOULDER U/E • I WITH MORTAR T O S I n i - --- CLOHARTH LINE t I FyOYI I _ MS F WEEP HOLE I EDGE R PAVEMENT WrERLor ' _ B_-_-_-___ _- A r A) • - FN SEE NOTE COMBINATION UNDERDRNN CD-2 ON FILLS I� o°' • ' • NYEPT N " - LANES CENTER LINE SECTION-1_-g-- H�_ m-----�--IIN _ N o - w - � (YITX TYPE 15FLECT WTELIli I' F -- ------ _ z�• • ui F BAN A .. •.; STEPS. SE EDGE OF PAVEMETT I'1 - I Y D x-0 A9s D FACE OF CURB TRENCH PLACEMENT y o I 11 PIOT s SIDLLDFA THE L _ 1 C 1- ISOMETRIC CR N CONTROL JOINT GUTTER CRACK CONTROL JOINT 8 8 �I TBE Of FLL I • PAVEIiNFT SINI i BARE NOTES: 1. "H" MAY BE FEWGID INTL'XA REACHES A WORK OF 4" WHERE �.g� T MIN, PLAN SECTION A -A o 0 0 o aee.ec WiS OF PAY FOR EMWALL WILD PROTRUDE ABOVE SHOULDER UNE. 6. BEVEL EDGE IS fEO111PE0 ON THE HEADWALL AT THE INLET END OF THE J„_ TAY _ «1TIET PPE I°' M0.Y' -O-O� o. °. o� o�o. o- IN NO CAME SHALL TOP OF EN)WN1 PROJECT ABOVE FILL SLOPE, CULVERT (WHERE NE FLOW ENTERS THE CULVERT). L A KETfO COAST. JOINT - - - o o-o o- �-SELECT "TERM TYPEIgtI DTCH sLaPE, OR sxou.osR. a^ X e" X'/^ L-VARIABLE - MP%. zo' ,.1 r WMPEo - PLAN VIEW SHOWING PLACEMENT OF T. HEID"A AT THE PRINT END R THE CIAVFNT MAY HE EITHER SWAGE COTTER •••••- CD-2 UNDERDRNN 2. THIS ITEM MAY BE PRECAST OR CAST IN PUCE. EDGE ON BEVEL EDGE. PLMI O''ANB RING i TAN RIVIJSS""OI BOLLTSEL 2•_O" B" 2•-8" g" 3•_p'• 2•' •:::: 151 ABNEGATE, 9B AGGREGATE ON tlOBEp NAMWW RATE - �( COMPATIBLE MTN POST �� n FX�B i MS A �ffl H CLASS YEEMi 9B GRwATON REOEE]ENIS 3. ILL CAST M RILE CONCRETE TO BE CLASS AJ. FOR PRECAST SEE a. ON SHILLOw FILLS WHERE ENIWALLS ARE VOR LESS BELOW SHOULDER MATERIAL s BEET 101.02. Lei OT�fPW� EDNALL SHAM BE CONSTRUCTED PARALLEL TO THE 4'-p., _ NON -PERFORATED OUTLET PIPE a� ♦. T STANDARD TO BE USED WIT" STRAIGHT CROSSMGS AND ILL - - - - - CRUSHING STRENGTH SKEWSIO•TO ♦5•). 9. yi CH MFER MAY BE PROVIDED Oft ILL EDSES AT MANFwTINERS OPTION. U-TYPE T%0 1 gig_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ °' .j" OR 5. HEADWNI TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT H �4i' ATA'L1.333 Lg5%R? OR B S G_ _ 1- _ _ I _ _ 0. -... TYPE R PIPE N W.T. " NOM. DIAMETER N W.T. 6" NOM. dNETER NTH INVEST OR WNGWKLS OCCUR DIAMETER KUILMLI µCOY ]'-O" BANS F BANS E BOSH -TES IG .)8 n - SYOON WAIL PVC .w3 0.W W 3•' DARTER BAPS E �-PAVEMENT $IAFwE 6 BASE SMoom WNI PE TO PSI NNN )° P9 NNN EW-1 EW-U 5 LBSTiT. WEEP HOLE FRONT ELEVATION BANS F e'• 1'-5 a BANS B ° o SUBWSE OR CEMENT STAILQED SINBANE (GUTTER REMOVED) J, p„ - o O O o • O •° N WALL T6LIQ6'S (NMI - NC16 1'/N' o e o 0 0 0 0 �-SELECT MATEBµ TYPEIOX SUBGRME ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE �� UNDERDRNN OUTLET (CEMENT OR LSE STABILIZED) NNN TESTED wC01DING TO MTM P24T AT 5%OEFl.ECIION. DIAMETER OF PPE CULVERT S M Or D.LPneAL PPE CULVERT (SPAN • RIDE) MAKER DETAIL g.� R.. Sx'/," BENT FUTE SECTION 8-B .• '.• 5' NET AGGEGA 08 AGGREGATE OR CRUSHED ppEEOTEfTE ••• RAMS MEETING 68 GRADATION REOdREMENTS. W 15• 18" ZP OR 2♦•' T• OR OR 36 23"11A• W"NW 34N=' W'aW' 4ra3 44"K29- 4W'K32" 53'x34• SECTION A -A NOTES: '. •_ : • ' D11N14E y,•• R FARLBC GENERA_ NOTES A III a-e- a-W' 0'-11" I'-O" T-r A a-8" a-r 0`10. a-r a-r r-0• 1'-0" T-R I. TYPICAL EtDWNI i0 BE RACED AT THE ENDS OF &L UNOEROFAM OUTLETS. BANNING LWATKM TYPE A NOSE OETNL SHALL BE USED WITH CG-3 L GC-) STADARBS. � : L2'/"X2'/•'%'/" WHERE LIDERMAN IS TED INTO OTHER MANAGE STRUCTURES. ENDWALL TO SEE INSTALLED " GKVMITZiED t TRENCH SMALL BE F93ID TAN AGGREGATE ND TIRd1GILY XND TAPED TO B a-11' M1}' T-J" 1'-W' 1'-0" 2-0' B T-x" T-S- I'-6" I'-6" }-P' 1'-xl' }-N' I'-tt' PERPENDICULAR TO ROADWAY MO FLUSH WITH THE MOPE. TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 x CG-6 STANDARDS. TYPE A TYPE 5 %' X 4" SitA SHEM CONNECTOR WELDED THEME COMPACTNESS. C T-4• T-T• T-0^ r-2• r-0" r-r C T-B" 1'-T• W-T' 2'V' 2'-5• 2'-r' 2'-4' T-W'GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68. 30' TO ANCLE RON AT 2' C-C. 2 WTLEL SIPIPES SHALL BE RICO "PERFORATED, SMJOTH-BORE PIPE, MEETING THE REQUIREMENTS WNNECi0R5 MD IS TO BE MCIpREp WITH /y" % 4" STUD SHEAR IPPROIDH SLAG pAyELEM 2. WTLET PPE SHILL BEGAN AT TE EDGE pi THE TRAVEL LANE PAVEMENT .V® D 7-0• 11 T-0• 2'-0" T-W. 7-0• O 1'-z" T-T' T-w" 2'-a' 2'-3• z'-5" 2'-W' 2'-11P' CLASS AI R TO PSITESTED ACCORD TO MN 2412. NOSE DETAILS SEEEL g GRACE. ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X AWN. IJC a UP MOPE DNENSIONS CONCRETE WELDED TO SENT PLATE AT 2' C-C. SHALEEEH MIRE PPE 2.. Clld° YARDS Si MESH E ATT I S HAVE LAGS IT " % T' wX MESH %. L N J. EXPANDED EEL l ENO HULL VE REM R MPRO '/9 AM WE APPROX. -H{-NPR. PAVEMENT F O'-r a-6- a-W' O'•r d-9• 0'-9" i a-e" 0'd• 0'-W' a-0' 0'-9' 0'-r a-W' a-r 2,1 2�.y �. t'�2 " 0» OAS CBS. PER SO. FT. IESM SHALL g GALVANIZED W wCMtlAKE WITH MTM A-12J, THE MESA I BD¢ SIIBB/BE 3. ON CURB ARID LITTER SECTIMS, WHERE R 6 IMPOSSIBLE S TO OTHE DRAW PROVIDE 1 1' THE S EXTEND T YNNN OF S MOVE THE ON R THE PIPE, Mp IS A BIRRER N B RODENTS. ETC. DI -SA i L _ p1-3B L DI-}C � `' . • WARPED PAVEMENT CORERS FOR HOUDS.RMNS, THEY HERE TO BE LOCATED S° AS TI dtlN INTO PROP " 2'-J" R'-tt' ]'-Y' Y-B" 4'-3" 4'-0" N 2'-D" 3'-3• }'-T ]'-W' 4'-0' 4'-2" 4'-6• 4'-0" a^ 4A Y-5" 038 THE . EX FOR THE STEEL MESH 6 TO H CONSTRUCTED CO THAT THE MESH CM BE REMOVED FOR q}2 �S�S� KEYS OR MANHOLES. L 4'-0" 5'-0• N-0' 8'-0' D'-0• 12'-0" L 5'-5" T'-x' W-0° 0'-z' N'-x" HP-11° W-T' C'-W n Y-t0' 1•-5' - 0.21 0.EA2DUT PlLPOSEi :�..:.. y-p GAT BASE MATNAL ttPEI 3' 1'-] 0.35 SIDE NO. 2p (B" HWN. DEPTH) 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE ELDER ENTRE PAVEMENT UREA B 0'-Y/4" 0'-1 a-r' 0•-2'/e 0'-Y/i W-0i' S 1'-ri' 2'-g• 2'-1' 3'-2" 3'-6• 3'-0" 4". 4'-0" 4. THE ROW MAY BE PRECAST OR CAST M PLACE. - _ _ _ - _ _ _ _ - - _ WIN OUTLET PPE ON LOW SEE ONLY. S. STEEL POSTS I9D RATES TO g PANTED M GALVANIZED M ACCOROMCE WIT T11F ROAD AND I S. NVERT ELEVATION AT OURET END R OUTLET PPE TO BE A MNMIM R r-0" ABOVE b 0'-r 0'-Y/," 0'-1/i' d-2° B'-z'/i O:-3': O O'-2'/y" a-Y/i• a_�s•, O'_411 a-4'/L• a-4�':' a-r a-6'/:' 89OGE SPECIFICATIONS IF PANTED THE iW1 GOAT SMµt SEE HO.11 NLANW PNHi OE .LOW GLOW I jt0_W T.p" NVERT ELEVATIDN R RECEIVING DRAINAGE DITCH BE STRUCTURE. NO. M WHITE PINT. clWHw rARDs II CONCRETE b o'-z• H'-zyi D'-zY: a-3^ a-Syi a-Jya" O'-r a-uh' I J 1 DETAIL WHEN USED PLACEMENT OF CD-2 UNDERDRNN AT 6, KL CONNECTIONS (ELBOWS, WTES. ETC.) WITHIN PAY COTS FOR gIRFT PPE NE TO 6. WARREN TO BE RACED AT OUTLET END R µI. AND@ INSTKLATXN6 BANKING LOCATIONS BRIDGE APPROACH SLABS g R THE MINE CRUSFNC 511XENCN I6 THE OUTLET APE. OINK YARDS R CONCRETE WHERE LIDERMAIN 6 TECH INTO OTHER MANAE STRUCTURES. E11•-UDR OTHER DRAINAGE C.MC. PPE 0.257 0.521 0.730 t318 LOST 2E4T iM USE ON CRANES ADJACENT TO ER ). OUTLET PPE TO SEE SECURELY CONNOTED TO O.M. PPE 0.25] 0.6x1 O.T]B t3B6 x.Ne L145 CONC.PPE D.502 0.655 Lz3e t5oo t8N 2DI x.612 2.lxn ). MASER WILL BE Pao FOR M wLgDAR¢ CORN SECTION Sol Of THE Row AM[) BRIDGE FOR USE IN BAGS WITHOUT GUTTER • SHIMP $PECPEATONS. BOTH SIDES i0 BE STMAIETBC& REV.)/0] �"REFERE x��T xv= SEAR° RED E" SPECIFICATION " STANDARD COMBINATION UNDERDRAIN VDr STANDARD ENDWALL FOR PIPE CULVERTS STANDARD CURB DROP INLET ROAD AND BmSE STD Row AND BNwR SHEET I 6 STANDARD ENDWALL FOR PIPE UNDERDRAIN New AND BRIDGE STANDARDS ws 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLPTICN_ PIPES REVISION! DATE 6HEET 1 R 1 idJ SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 �� TAT GRADE SAGS AND BRIDGE APPROACHES) rEv6DH PAT SHEET t DF 1 302 VIRGINIA DfPMTENT R TRNESPORTATION wt01 D1.32 VLTDNA DEPARTMENT OF TRANSPORTATION 502 vM.09 0 8,10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 701 VIRGINIA DEPARTMENT R TRANSPORTATION pg.py ENGINEERING MH-z DSB-1 HALF PLAN VIEW MHI Y"_I 1` "BIA- THE LETTERS VD.O.T. ARE OPTIONAL LAND PLANNING - PROJECT MANAGEMENT e-B•• R • K F USED THE LETTERS ME TO BE N" 1'/i CAST IN THE CEfKS90q N TOP R COVER P WIDE RAISED Te" HIGH AS A ?V ;Ile FINISHED ❑ ❑ ❑ ❑ 0 912 E. HIGH ST. 434.227.5140 FOR DETAILS R µL COPOIEM PARTS AND FIVENSDNJ GENERAL MOTS- PRECAST" SEE SHEETS ,B - /.' A A CHARLOTTESV LLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SEE STPIDIRM SL-I FOR IPPLICPBILrtY R SAFETY SLABS. - '/" I �' /e" ❑ ❑ ❑ ❑ ❑ ❑ ❑ STANDARD MH-I NOTE MACHINE V' A" DIA. MAKE L COVER THE TOP R MASONRY Is TO BE LEFT 1f 1T $UFFICEATTLY LOW TO PERIAi PROPER L _____L ___ I _- _ ____J NNL' ❑ SPACER UMT ADAC�Ere NTTOFCOVER ANDTFRN R TO _ SECTION A -A OPTIONµ O ❑ ❑ ❑ ❑ BRICK AS DIRECTED BY THE ENGINEER, A FRAME AND COVER SHALL HE El ❑ ❑. RATED FOR TRAFFIC CONDITIONS, TAKENTOP,INT ° R - b 6" = 4 a APPROXIMATE WElafl •'.h FLAT SLAR TOP AS DETAILED CANT SIGN y ON STANDARD T-MI-2 MAY BY FRAME 239 ± 12 LDSLri, • • < . ACTIONu H FOR B .. ° �«� Y COVER ID ± T LDS. TOP Im -r-- _ ----- a INIONC YATERIL ' HALF E�TIONpAA SECTION WHEN ' P <SEE NOT O SVDL ST-1 I (WITH M v RENBVEDI },rn 19 -rl_r ---- 6• �'l a^It "'�' E. BRICK CONCRETE / \� ) imp I I W - - - - - 'SEE NOTE 21 fSEE NOT 2) - - q• RISER TNT P u Lic. .45183 RISER MY � SECTIONAL ELEVATION _ •b;, NOTES: B / PLAN ` B IEWCFfl �• BEVEL 45 1. OUMTTES SHOWN ARE FOR MANHOLE + ERSFR INRT - _ _ - _ o r,-I -� BY PIPE PIPES. 'HE NAWNT DISPLMEI. -------- > - BY PIPES COST THE OAMKuWTO IS L 9 am OBTAIN TRUE OVANTITES. 6" • Y/i' AOT TARE BE QUANTITIES I I I(M p - I- MONOLITHIC, HR' Rmucm DAr NOTES BEDDING THICKNESS TABLE 4 .P-0 2. A BASE NG C CONCRETE TE U wM USED M F4J CONCRETE COMPU@IG CONLRET QUANTITIES, (Y a BASE OEYTH BRICK ARMHOLE Slplypy II --}-- -- -- t. BEWInc MATERIAL 6 TO BF AGGREGATE SUE 25 M 2B f FOUNDATION! HAS STANDING FOUNDATION BEDDING THICKNESS I UAwCIE T' r-w"ANSI 1" I P BANE UNIT M RUNNING D O WATER RESENT. THEN AGGREGATE NO, ST SHALL CA PED FOR THE HEPTX TYPE p) - J. INCREMENTS TO BE ADDEDDEPTH. FOR EACH SASE•LNT I SPECirtO ON THE PUNS M M DIRECTED BY 1HE ENGKER.CAPPED WITH 4 INCHES "n BRICK LQYCHET CUNpETE wDRDVAL FOOT OF R3TH. ,. I '/•' _ _ NOR4K CMTN °'J Yi FEET THOUSANDS CU. YARDS FU YARDS V-8'/" DIA R w0lECATE N0. 23 M 26. 1� %" �y�' ♦" FOR 5 % to a CONCRETE ♦ 0.5 °. TBS 1A3/ 4. MATERIALS MAY RE BLACK. CONCRETEBLLOC ^H �•, 6" a T/]° SLOT y Tr ♦ T- 2. WOTN R REDOING MATERIAL SE SMNI EXTEND A YNAAIM R 6" BEYOND THE BASER P' FOR M) U' a" FCOTING APPROVED CONCRETE MANHOLE BLOfx O I I THE STRUCTURE ON &L SIRS. y 5 0.> O.T85 LAWStest MACHINE MACNNE ' I ROCK r PER FOOT R H. MAX,TV 7 0.9 O.)85 1.981 S. T BLO°KS OF USED THE MIbhIY II/t, R HEIGHT OF THE FRE IHI D COVERMEASURED FROM HE NVERT R rN STRUCTURE TO 0 0.)BS 2.2 ] KKKNSS OF SINE IS TO BE 5• - - -1`-Y T 1~ LHE TOP CF THE FRME AND COVER OR CONCRETE DEPENDING W STRUCTURE g OTHER THICKNESSES ME TOCONFMMIVVT TY�-'F 5-r APPLICABLE MANAGE STRUCTURE STANDARD FOR R'TNL. 16 SPECIFIED «R TIE RAGS '.' `'-•� •'•'" '�'''' ' • + g 42 0.785 2-♦BS TO WALL THICKNESS SHOWN FOR 1%E' R m FOOTING i°OTNG OR AS OpECTEO BY THE ENarFER SOFT L YFIEWIC B %5 0.>85 2.>a) S. ALL CONCRETE TO BE CLASS M. A" R dMETER=♦'-8"a IZ N WALL TNCKNE551 to I LB 01 3.409 1 �° -I n 19 0.9T0 3A55 I SECTION B-B 12 25 0.974.17 ).AVER SPECIFIED W A ON PUNS THE - - - - - - ------ BRICK 13 =s 0.9T0 ♦.T9 INVERT IS TD BE SINNED R T->. ° BIA ROAD PLAN FOR CONCRETE OR a z.e o.9T0 4.54, ACCORDANCE O NTH FUR STANDARD Is-1 A; THE L COST OF FURNISNT ND PLACING CONCRETE BLOCK 1S ].+ . > a. ALL SHAPING IS TO INCIDENTAL TO THE 5" 2'-0° CA. DA N J.4 0.9)0 5.265 SHARING R H SEE UCTU°W M THE HIS' r I> a.0 I.iT3 6D32 PRCEFMT£sTRUCTLRE. SECTION B-B BDTTDM GALAXIE FARM INCREMEXT 0.45 O.SB2 SPECFDATDN �VDOT SPE`T`w"TIO" DRAINAGE STRUCTURE BEDDING FOR DROP INLET �VDOT "TCIT�ATIf.N \Voo-r \voar A COPY R THE OPGNAL SEALED AND SIGNED GNAWING IS ON FILE IN NE CENNAL RF%'E. SPE<FICATON REC CAUL PRECAST MANHOLE ""`REXHE REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROw ANO BWOCE STANOMOs ROAR A9H0 BRIDGE STANDARDS REFERENCE Row ANB BRACE STANDARDS • Raw Nm BRIWE rANOARos STANDARD MANHOLE FRAME AND COVER SUBDIVISION q5 VRdMA DEPARTMENT R TRANSPORTATION REVISION GATE SHINNY 1 R 1 J0P MANHOLE, AND JUNCTION BOX 301 VIRGINIA DEPARTMENT OF TRANSPORTATION CF `_NEST 2 R 3 PEYISwN DAM VIpGINIA CfPMTMENT OF TRANSPORTATION 22L ]02 REVISION DATE SHEET 1 OF ' r IN7 VIRGINIA CF➢MT4ENi R iRNLWMiaimN ID6w REVISOXNROaTE SHEET t M20 -" p6 i" �. p2 NDiNLIVEN GIVEN REFIER TO E FOR ONE ENDWALL 120R CONCRETE OR CORRUGATED METAL PIPE DETAIL 1 DETAIL 2 EC-1 EDS 4Y CONCRETEi PE11 GOE. MA.: SP/ARK LIMP BOLTS A - - - _ - - _ ` M JE/L 11 3 NOT TEE MAY BE NfCA91 OR CAST NEPLACEtDg AD DI09. RO ALL DKENSIONS EW) PO A ID. X T 5 Y/z'1LAOFE 2:1 ARE O b �B B DETAIL 3 B cw-Ts Pc oM If- 60 F ARD TS i s poa 48' $" , . ' °° °'-°" a-4 ALBEMARLE COUNTY, VIRGINIA ♦ �_ C 45" 6•-0° 1 •• 6'-Ia' )'-9" W-1DW' a-5 W-4• •\ ♦♦ \ ♦. . \ 4. ON SHALLOW ELLS. WHERE EBDWKLS ME 1'T LESS BELOW SHOULDER LINE THE `." " 1 •_ '. '. g.4 '. 1 -b• •- A A A ` ♦ ♦ ♦ SHdAOCAHE ENDWALL PIKI BYF CONSTRUE PMKIEL TO THE GRADE OF" ROw 1' S 1 1 18 y._2, 1g _SF w 2 ''-J'• 12'_i " p'-g> - 0-_SA I R 1 I I v� w� SUBMISSION: • ♦♦ • ♦♦ ♦♦ ` . ♦♦ W ). IN N THIS STANDARD SMALL. TO USEDNTHCW JECTANUMDFROM U'S OK DUTCki. CAST IN PEACE CONCRETE TO HE CLASS AJ. FOR PRECAST ME H EYRE.=W i 6g,�3• 21'-XI" n1'-v 121�g z" 1R'y9 0=r' p' 5 z' I t 11J- O' m U: 1 N . I � -_+_- � 4 2020.05.13 HEAOI•KL TO BASE PLAN �T 6 L 2 04 CONTROL OR ~ -! XI• ty HEAR wCOCRET INCUR. -' I___,.__ 3'Cl" t2'_e" I •- +COUP p•. T' M (ONIONY MAILS /MD \ ' V I \ S \I � I•. 8 COST R BMS FOR CRICK CONTROL TO SEE INCLUDED M PRIDE PER 90 PER CUBIC , 56" , 25'-0' .' A'-e" 19'- '. O'-T" 0' " v' YARD CONCRETE. I e e � REVISION: q NOTES: I. cDNrREre TO 0< 4W0 P4 MNrLRNAI CWPIRESSIVE STRENGTH _ L q gCTM \ O, 45• 2 N4 REAMS CRACK 9 ND WAI TO R OCCUR. N ALL ACAS EXCEPT INNER[ A CONFLICT 1wiM NVEPI 2. f PIPE 6 TO BE SKEWED THE OPENING WILL BE ADJUSTED L 1 I 1 B 1) 2020.07.31 ,\ d PLAN VIEW TO ACCOMMODATE MOLES UP TO W. (T N6ERT6 D. BEVEL EDGE F FIGURED TE ON THE NEMWµI At THE At EEO UT THE CULVERT 2) 2�20.0.7.11 \ L Si LM B4T6 J. ? N4 pCfHANS CRACK CULVERT THE FLOW EITHER S THE CULVERT).ON NwL CO "t iN W'llEl [ID OF IN )III!' J. REINFORCING STEEL M wCIXDMLE wRN ASAP A-BU CONTROL BMS CVLVCRY MAY BE EITHER SWAN CODE M gV[t CURET. (gEINMCNG BMS). T �0 ° CONCRETE INSERTS IT Y" Lw BIDETS ° ' T I iA 5 0 11 yi' [XN6'fR WY B PROVIDED ON µL EARS AL MMMFIDIURERS RTIOX. ° ]0• MN 2 PER ME. YM. SPACING ]a' A)' {. PPE RENDS IN PRECAST MANAGE UNITS SHµI NOT 3) 2020.09.21 (BID SET) FOR CONCRETE PIPE COI INSERTS EXCEED ET THE PRECAST UNITAT Y EVEN PANT BETWEEN NE PPE N s J 4 • 6- C-C ! 19 - - - \ Il 1 .1. MORTAR - CORRUGATED MET& PRE A LD UD BOLTS 5. MAY VARY SHOWN ME AINN, TOOK NCESUREYENTS FABRICGEOTELE • - H 4) 2020.10.13 - SHARE TO BE BEVELED . f t PLAN MAY VARY w1iH 4NNH'wraEP'S TOLERANCES FABRIC 6•S�l, ° PPE 0 b SHARE TO SE BEVELED 6. N NO CASE SHALL TOP R ENDWALL PROTRUDE ABOVE FILL �FX LC GE � SBARAWEBB WON MORTAR O SLOPE ETCH SLOPE. ON SHOULDER. PAOTENIC , p EACIIWAY, EACH RICE E 1 L � 11 I I I O'-4• .. a-Y s r _ - r T - - T - ----- • --- 4 " B'-5' 0 N 1 - ). HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WNTE A SECTION A -A SECTION A -A SECTION A -A e c- S.G67 I t M I A I I I A' a-5.: O'-a j' ?'C. n •. • 1 COINLT NTN COVERT M WLIGWALL OCCUR. I I I 1 I 1 I Br a • O�.. _ - _ I g. SEVEN HE AS PERUKE° ON THE HEADWALL AT THE INLET L MI a_P• END R 1N dILVERT RWNERF iN FLOW ENTERS 1N HIM. J$ .4 SWE HAPE I �T i� pL __ T2. p..T%.. p.. g.. CIILVERTI. WS 4-4 I 1 1 1 ' ' >6" 0' B': a F/ - SEV"�ELEO�OMTN •• 9. flTNMEWR"SOUMET UGE«'TOR DUDE FOTHE HE CLVEILT MAY g NOTES: M" p..g - O..).. MORTAR BO NOT BEVEL NVERT K FRONT VIEW 9D' 0. - D'- DETAIL A DETAIL B D. y4" cxr4R M 9y BE PROVIDES M ALL ESgs AT . 1. FOR OUTSIDE THE LINEN WIDTH HMS, OLEf19ON S 6 TO (GOVERN THE PROTECTION FILE NO. FRONT ELEVATION NOTES: SIDE VIEW 96" O'w' D'-e" MANWALr1ARERs DpnM. artsloE THE CHANNEL DpN IN). L CONCRETE TO BE 4000 PA MLBAN COMPRESSIVE STRENGTH B" 2. ON MY INSTALLATION RECURRING CULVERT OUTLET PROTECTION WHERE NO EIDWKL FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE T WAYS L IG c-c-••I--�"W- 1 8.025 ]- FOR DETAILS OF HEAOWµL BEVEL SEE STANDARD EW-25Pt, SHE[) Dt.w. - WAY, EACR fwE OR ENOgCTICN IS SPECIFIED W THE RAGS, CONSTRUCTION 6 TO BE W ACCOMMCE FILL SLOPE 1%9'1 FILL SLOPE 2.1 ItL SLOPE th I FILL SLOPE 2-t SEE CETAA A a WITH DETAIL 2 SIDWN ABOVE. FOR CIRCULAR CONCRETE OR CORRUGATED METAL PIPE S. REINFORCING STEEL M ACCORDANCE WITH ASTY A-6U IRElIFpR('AIG BN151. CONCIEre INSERTS v 3. GEOTEMLE FABRIC TO BE NSrN.LEp EIDER GLASS A.I. AND I NATEPUts n COxCR[TF IN[PEASf CONCRET INCREASE CANONRY INCREASE CONCRETE MCPEAg L 4" lSG BOLTS ACCORDANCE WITH THE SPECIFICATIONS. NENaWOxS ♦. PPE REi4MG5 N PRECAST MANAGE W15 SMALL HOT EXCEED 4 INCHES AT IN UNE FOR EACH IN ONE FOR EX. N ON TOR EA[N N O4 TOR EwN 1 MY OVEN Ig9R BETWEEN THE PPE MD THE PRECAST MT. D s M TN DOUBLE ADDITION& DOI ADDITIONAL D 5 S. NAP DOUBLE ADDITIONAL DWBLE IDDITDNK I I FABRIC ILf PPE "SLR L-30• L-♦Y L'I3• I -- FABRIC ♦. 5 - DIAMETER R CIRCULAR CULVERT OR SPAN FOR BOG( ELLP.EUL OR ARCH ARCHMART. VD OT DRAINAGE DETAILS L0. X T S yIn ADN 2N ARL ik14R[ '.Isum ° ° S. dNFM51gb SHOWN ARE HIM. wN& 4EA91REHEMiS WAY VARY WITH CPDWKL PPE ENDWKL flR (xDMKL PIPE ENOWKL PRPE I H - OHMMETER R CIRCULAR CULVERT MPOSE/HFJCIIT FER CO%, ELIPTDK OR ARCH a2' SH roT 6'-a' - ' - '- Isu 0'-♦ 0'-] YNLFIDRNER'S TWERMCES. CUBE YARDS WN[ Yp5 CUBIC YIDS. CUBE YIDS. CUBIC YIDS. CURE YOB. tLEw Y05. tBK Yp5 _ 1 iD"D"vAO INSERTS CULVERT. 5•-0" 15`4" B'- T- •. 9'- , 9.2 , 'b" •- • -4- I 4 L 15 fL B_B %USE TYPDK SECTION SIDWN ON RAILS FOR SIDE SLOPE. ROTTEN ONION AND DEPTH 42" 5'-0" 8'9T I 5pN 1.5J SASS 1449 ♦2" 5'- 6'-1 D'-1 5_16a 1464 6.021 ta45 1 4- °�" '_-F• SECTION B. N NO CASE SILL TOP R L i ENOWK PROTMIOE MOVE LL SLEW: dTw MOPE iO'-]" VS. F-♦ .• - - U'-6" O'- a -I M 9MMiLDEA. " ' MAJINUM OUTLET R CHARNEL OR PATCH E%61LC DTCH OR NATURAL GROUND. 4B" b- >'p -12 -' 6293 1.0]6 ].I l6A ♦6" - 6'-1 ti) 6.663 t6♦9 T494 102> _ w-J- 12•. , H'-] E'- O'- " _ �. 1 I TYPE OF OUTLET PROTECTION WHENµ VESIGN STORM) YNMIY ). NN)WKL TO g DUNCES M /IL AREAS EXCEPT WIFg A COFUCi WITN COVERT H" )'-0" F-1d ' wow 6.p1 3 3)6 ,]50 ♦' 6^ " T'-w 1]'a - B )S> 2 AIDS 9J3t 2 ]B2 L INCHES) N" >'-0" 2+•.°• W-♦" D'-I' IJ'-J " 12'y " ro'-I" 0'-)' a -a OR WNGWKI OCCUL 40" B'-6" .• '-T .N2a DOt 11 4 2.9T - wh C 10.9t .- _ 1 1 DESIGN I. _ - 1 _ _ _ OUTLET PROTECTOR M6AIUN LENGTH fLl TY' g'-2' 25'-Ir la- fi-a• A•. •• A•• " iT-W' 0••> a-5 " i g"SEAM' T5'-UP/' 1].5" 3.52, 15354 J7>J )B- 6'-0 ' 2)'-w• lY-0• TI'-U" 15'-)' 1Y-6' 6'-0^ 0'-)• a- 66" 9'd- D'-9 •' Ur- '• 1 .663 S.>29 M.450 ].512 56" • B. BEVEL EDGE M W ENTERS ON THE HEADWALL Al THE NET END R ME CULVERT .. - N _ _ - _ _ _ - 2/155 Ai a.b5 At CRY DPRAP 8 fps ro IWHEPE THE FLOW ENTERS THE LLLVERT. )2" 10'-Y 1t-6 •. " 6.a9 1552 V •.51 )2" 9'. L Z 9 .' I6. 44 ♦ 693 b 8N a.659 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ o^ 4^� TYPE A NSTNLATKKI ]H fia• Wd" 29'-6" - 12'- ro'-W' 151-V 2a-6^ 0'-)" a s )6" 11'-a 12' ro.S56 Sa82 1 S. )0 ) •. 1r-} •' ro'-9 ZO.OBfi 569J 22J61 56q ��� �'� SQ OETN 6 CLAMS I CLASSI MY RFRM 1I EM 21 90- 9'-lr SY-B- 3''6 U'J- 1>'-11" W " 2r-Ir 0'J' OF 9. HEADWALL AT TE OCTET END R THE CULVERT MAY BE OTHER SWAGE EDGE ea' II'-w' U'-B' 22.OB1 6.5]> t 6.♦ B4" w'- 12'-2' " z0'a'/` u.95a 6.822 2i2N 4. )>0 ENDJ WINGS ND 2.-p. TYPE B NSTNLATON SH 96" V- JJ'-HF U'-8" M'-RA 1B'-1- D•-6 : 23•-4- 0'•T• a- " OR BEAL EDGE " ELEVATION ENDWµI TO BMC GLASS I Q,65II Orr RPRM 1B 1 38 90" 12'-' W-V' 26.W5 6.IDT 39.302 ).9J♦ 9O- RJ I" U' 0'i' 2Y 0'/" 28.395 8174 32.2]2 61U gCTKN , 1S. $" CH,NIIEN MAY WE FROWE0 ON ALL EDGES AT MANUFACTURER` OPTION. 96" 1]'-6' IS'?' N.998 955a 9.N5 96' IJ'-q ' 23'9 J3.326 9.6n1 3).55] 1 9.582 1 SECTION A -A REFERENCE PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS � r 5R`p`E""°" Xv' �v°oT s RE" SPECIFICATION! ROAD AND BRIDGE STANOARM REFERC E STANDARD ENDWALL FOR MULTIPLE PIPE CULVERTS PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS CULVERT OUTLET PROTECTION "°� C16 Ron AND BPIOOf STANDARDS Row A)D BiOR STAROAROS 20♦ ROM AND BRIDGE STANDARDS rT5 42" - 96" CIRCULAR PIPES WITH 45• SKEW gvlsw OAT SHEET I R 1 IG, 42" - 96" CIRCULAR PIPES WITH 30• SKEW PEv61IN pATr sxfCT , R 1 MEET t R 1 REVIswN DATE 42" - 96" CIRCULNi PIPES 1os 24s REWswx OarE NEST t R i 302 VIRGINIA OEPMTAENT R TRANSPBRIatXN VIRGINIA OEPMiLEIIT R TRANSPORTATION N12 303 VIRGINIA DEPARTMENT R TPNRSPORTATDN 1012, vNGNA, DEPARTMENT R TRMSPWTATpN 1°t 19 %1f.lg 4U 113.p1 4" DIAMETER BRANCH AND VALVES - BOX PLUG VARIES WATER MAIN) RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC �- CAP I LUBRICATE ALL THREADS THRUST BLOCk- -METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING ', , PIPE SLOPED TO DRAIN IF (, IEI VARIES GRADE ALLOWS �2" BRASS PIPE WATER ARE MAIN AND VALVE 2 THREADED SAME SIZE PLUG TAP DEAD END (TYPE LA..) TYPICAL BLOW -OFF ASSEMBLY NTS FIG, W-8 TD-'.9 COVER LIFT NOTCH 12 3/B" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES 12" 5/8"-1" METERS NTS FIG. W-7 TD-13 s I- D Z O m J� D 27 1/2- DIA [61/4" m 28 [667m DIA 7mm] 90 0 24" DIA _ O['06mm] < I 28 7/16" DIA T F� [722mm] 1T1 1 36" DIA �I [914mm] FRAME SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFlLL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4• I INITIAL BACKFlLL UNSTABLE s" a" B- SOIL MIN MIN. _ MIN MIN. - #68 STONE -':GRANULAR FILL AS �APPROVED BY ACSA ABLE SOIL OR R CSTABLE SOIL OR ROCC 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 BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TO-2 (4) 1" (25mm) DIA HOLES • - e 4 • • zz 'Pro r :• 1 1/2" [38mm] 7" [178mm] 1 1 /2' 25" DIA [660mm] [38mm] 1/4' (6111m) DIA 1/8" [ NEOPRENE GASKET 79mm] 5/8' [16mm] 23" DIA [584mm] 25" DIA [635mm] O.D. OF GASKET GROOVE SECTION 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN ■ BRANCH 2" FLEXIBLE CONNECTION -� NOTE: NTH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL Ld BE CORED AND A FLEXIBLE CONNECTION " BOOT " a INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B EMBEDMENT 6-MIN SPRING LINE O OF PIPE NO. 68 STONE REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL .,CONDITIONS ARE UNSTABLE 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.W'HERE ROCK IS 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 WITH CAPPED ENDS PAINTED BLUE IN REMOTE ARE` FINISHED GRADE AS DIRECTED. MARKER LOCATION MAY BE St.-' E T TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE NOTE: HYDRANT MUST BE AIR RELEASE VALVE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH 15 --- 1 THE LOCAL STANDARD. BRONZE GATELENGTH OF BRANCH VARIES BRASS OR BRONZE PIPE VALVE 6' MIN 2' TO 10' I (270.) ADJUSTABLE TRAFFIC RATED jj VALVE BOX W/ LID 18•_22• U DRAIN TO GRADE -h. 7 C FT. ALVE 80 IF POSSIBLE _ I I. k �68 STONE T 42"MIN 6" GATE BRICK SUPPORTS OR '�;; VALVE •;1 CEMENT BLOCKS .'. 8" X S..SOLID �, ,�, , TEE CRUSHED STONE 1 � M.J. GATE VALVE LINE CONCRETE S 4 2'x 2' BEARING AREA THRUST BLOCK 4 o. . 4 X r 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 ASTM A5BB (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD WATER MAN ® Z w3 VALVE 1 24-MIN UNDISNRBED EARTH PI AN �CI_ASS A-3 CONCRETE MIN 18" ELEVATION UNDISTURBED EARTH SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. COPPER \- SOFT STOP 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 WATFr,RUNES 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) NTS FIG. W-9 TD-20 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YO. (FEET) CU.YD. BEND L H T __L_F_H_T T 90 2.50 2.50 3.01 0.24 4" & B" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 Z52 0.15 0.10 2.00 Z.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.76 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 TO" & 12" 45 3.33 3.56 2.95 0.43 3.53 4.00 Z.B3 0.52 22 1/2 2.33 2.58 2.85 0.24 11 1/4 1.83 2.33 2.84 0.18 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P,S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES 4. THE CONSULTING ENGINEER SHALL BE RESPONSBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS CONCRETE THRUST BLOCKS Fig.. W-3C NTS FIG. W-3 TO-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% (1/4" PER FOOT ) �Q 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 LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES 5' III I 5' F1 WATER SEWER 3 A 0 t LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM a SEE PART 3; PARAGRAPH DT SEPARATION OF WATER & 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 BLOC P.S.I. CONCRETE ` I BASE AND THRUST .' /, BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FlTRNGS 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 " cwNRDORON . ]/i WADE PIPE GOIIFMKG OR AVVR 10 ©ULL 1-TYPE 'N' SLIT CW VCR to C NO SLEATm nmKrs DUAL SINGLE SEWI"E Ko E 1; SAoEIII.MAII. eE I,NN a Rx PVE << SM1' NIN IAt BEND COIRM1MC� / ` p N.T.S. FIG. W-4 / T�DTD-8 FOR KSE ON ,PACK 9NfaE FFMILT RE9cENnAL SwNGis PR nNAL REsroENnAL .NO IflMf.ATICN g}YNf{5 1!E � o �2 R "-'MPR69OM .:/1' MATS VRF CWPMxO PPRON:O CGILL !OR tRF ON OFTAt 9%P FAMILY R9LTT➢AL 51!5RAM RHCNC AN MRIWTIa AnER IS KOT PROINm. F"T ROR uc M9Rc OI AOL P -15 I I am ✓ �[aRYfWATON 5TN' }:Y3:K.p'�-a . �yalr'' KELRSARY r "F t. . aR. SSNO W JJST JNCR N YY . ,.. _ i p{Sg aAM I'FL 'E- Fa 9 Lac rocXFr. .noi eo:.Ro 2rc+ (z-IRw RNMw ➢ia,N 5j "h,''Ain. 201 gytvxzz;; ,.�!+»ayt'4±kFt mLe. zoi Mo ,r TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1 0 MAX 2'-0" RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 112--M IN "0" RING SEALS ° 16"_MAX MINIMUM ELEVATION 11 DIFFERENCE ACROSS M.H. 5" 4'-0" 5. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING =�-- SEWER. TT T° < 12" A FILLETED INVERT FOR A SMOOTH .,[a.-• TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING NOTE W/ N0. fib 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 v .-VTMP Lic. .45183 Pow F`pSIOIVJ4IA 0 ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. ACSA DETAILS C� 505 505 500 495 490 EW a 485 iB 10 1D P 480 480 480 475 475 475 470 470AUUOF 470 465 465 465 460 45 460 480 455 10+00 10+50 11+00 11+50 12+00 '12+50 13+065 455 455 EE SAN. PROFILE: 1A 4A 2 SAN. PROFILE: 1A 1D C18 Scale: Vert. 1`10' Horiz. 1"=30' C18 Scale: Vert. 1`10' Horiz. 1"-30' 530 530 525 525 3 O w 520 _' - _ 520 i N P J 515 3z a `n 515 z z I _ � Co 510 -- 510 z z p I I f U 505 —i 505 w d /` LL 1 G 2C-- 500 - _.. _ / / - _ N q - - 500 I i I I 495 S 6 74% / zr 495 '6 EW GRADE SDR-2 ©� �z m- g08.42- 49D < 490 -�� SHIMP m _ - -485 _ +`V � � L95% COMRkCTED- -- 485 FILL ENGINEERING2. �X GRADE- o �- - - o _ - - LAND PLANNING - PROJECT MANAGEMENT 480 fn E-W -RADE -�I 480 z vdi GRADE— — — — — — — — — — — — 293.82 LF 8" SDR-26 @ 2.59% —i z 475 — 36" STORM - —I o >. —I —, 475 912 E. HIGH ST. 434.227.5140 __ — 5ORivi _ CROSSING zg CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 470 _ 0SSM 470 n �a RfjSSfidF �- �i 38% � P :. 465. -.465 o�- �•�- I _ �. >zz z — — 460 10+00 10+517 11+00 11+SD 12+00 z - 12+50 13+00 13+50 14+00 14+50 15+00 15+5Q 16+00 16+50 17+00 17+50 18+00 18+50 460 3 SAN. PROFILE: 1C-4C tMra C18 Scale: Vert. 1`10' Horiz. 1"-30' Lic. 45183 530 5C 530 Fsst .P OIVAL Lq 525 525 520 520 zF ROAD PLAN FOR 505 505 5,5 515 GALAXIE FARM 500 500 510 510 SUBDIVISION 495 495 505 505 490 490 ALBEMARLE COUNTY, VIRGINIA soo 500 SUBMISSION: 485 465 2020.05.13 495 495 REVISION: 480 480 1) 2020.07.31 490 490 2) 2020.09.11 475 475 a8s 48e 3) 2020.09.21 (BID SET) 470 470: 4)2020.10.13 480 480 465 465 475 475 FILE NO. 460 z 10+50 z 11+G0 11+50 12+00 12+50 13+00 13450 1a+0ff0 18.025 470470 0+0D 5 SAN. PROFILE: 2C2F 465 455 e�8 sale: Vert.Horiz. SANITARY SEWER PROFILES 460 18+50 19+00 19+50 20+00 20+50 21+00 0 a SAN. PROFILE: 4C5C C18 Scale: Vert. 1"=10' Horiz. 1"-30' 1 Q 7A ono �zz z 5Q0 &95 2A 3 — - RAF 490 485 480 —� a 0 � F 8' SDR,2 Z� 0 475 470 - 0 o 6 0 N o - 465 4s0 ry u I m O N } �d z v�� P = ro r'll GRADE "9Z.F-8ss©R� CW�T94 0 �z 5_ 0o s_ S�P Ind --- _ 15" STORM CROSSING - -P-fTECAST�iFSE�S- - Ci20SSING 458:9 _ 460-4 _ - R" S -26Z�5- 96.8� tF „ _ o M _ NVERT io v°ii ER � io B1=LERIFJ.EQ..- T52-7�4��f8�DR--26-® 0.79% � zz - �zz o» L z � 2C I MJ� wo _ EW-Gf2AflE� 1. - - --_9Q% 0 o 0 o � - 6R65SIN 15" ST CROSSIN I 36" STORMS (� CROSSING15380- V - �- - o� Z 0 � n Z- 0 0 64:85 LF 8'"- SDR-2fi @ 0.77%- co vv<r �zz � cow +e �- o> z 530 480 Al A2: 475 470 465 460 455 450 480 475 470 465 460 455 10+00 10+50 11+0�0 STORM PROFILE: Al —A2 � C19 / Scale: Vert. 1"=10' Horiz. V=30' I I, K I J o z W � o + O - EW GRADE z o U U z o o Q m — F 48 ZuBLE 63 0 L5.337 x GRnnE O - t > z_ 0 z Bi 480 475 470 465 460 455 450 Is J n � I O w + EW GRADE + ZO - z w - o o � -/ - X. GRADS o Db 57--LE 60" r HP -STORM @ }..44Y., - - w i z 480 475 475 470 470 465 465 3.04 LF )PE @ 6 460 460 455 455 4 S'' 450 C1. C2 C3 m 0 J �o ro o n,90 no o g a -EW GRADEo z. 2 g o+ Q z I- w cn 15" 1.95 LF 15" .22% 0 o. HDPE o @ 0.94.% w N - z > zo >Z z z - z 10+00 10+50 19+OG"' 10+00 �75 470 465 460 2 STORM PROFILE: B1—B2 s STORM PROFILE: C1—C3 C19 Scale: Vert. 1"=10' Horiz. 1"=30' C19 Scale: Vert. 1"=10' Horiz. 1"=30' JVV 495 490 485 480 475 470 465 460 455 1 DI D2 03 I �n m 3 No ah % z cr �d a n i i. o - DPE 3.937- OSStN w0 z �6 �C>-T5"-HbP o _ oo Sri. Iri. 8" SAN. CR-OSSINC t L r- z z o - - 10+00 10+50 11+00 4 STORM PROFILE: D1—D5 � C19 Scale: Vert. 1"=10' Horiz. 1"=30' JVV 495 490 485 y480 475 470 465 4460 11+SUSS JVU 495 490 485 480 475 4 �1 0 F2 F4 � 0+ (o � F K •a�co + GRADE -z3 vFy W-GRA �I-i� _+ '' Z N g a w Tom- HGL -_ 0 1FT.Cfl�F 1 --HDeE ' 0 a;. 149.64-LF 15 HD �% - o 0 o Nmvsp - 3 Kmv� 70 » z - 10+50 11+00 z 11+50 - 12+00 oo-> »LLz zzz- 5 STORM PROFILE: F1—F2 O O N C19 Scale: Vert. 1°=10' Horiz. 1"=30' I I I I I I I J Qw m> I Z o — _ �- .- m + �cD+ ---- w - � N wa + N - -- — m N t - LL a W m = GRADE -- - it - N 2 m. N—� w..a a Q oin. < o -- 016 z �- cn . . - -- — 8 WL CROSSING — — — - HGL - -- - I - U N 40 _ maw o EW GRADE - o _ o -- _ — -H,GL '- - --- - -- .." - -- HGL - _ �� 7L94 LF 36" HP -STORM o asr @ 1.60%!12-ate- z - - -- 197.71 LF 36 HP -STORM 0 00o Q �~ 6:1_. N @ N 1.62�! t z $ SAL1 rR4SG +zzz o j z »> zzz 0 7h43-L F42..N' 6RM-@ 0.-81% o - o -. LF 42:' HP-STORtyT_@_G 8'G 4 . 0 080}- K _w z Z o > ww _._.. >.z z I - 8 SAN: c is 525 520 515 510 505 500 495 490 485 480 475 470 465 460 455 10+00 530 525 520 515 w 510 O 505 W ❑ 0O 500 LL z 495 z o W 490 J LL O a 485 480 475 470 465 460 455 E7 m_. �3 z Q N N w ei maw J 18+00 — + K N sE_ -z a -ad- 10+50 11+40 +50 2+00 2+50 3+00 6 STORM PROFILE: 1E1 E7 C19 Scale: Vert. 1"=10' Horiz. 1"=30' E8 E9. 530 W ©- O I� - p --N 525 m m _ —,_ EW-GRAD - -aa--o_N. 520 cn- 515 -t0% 3C� DMPROTE F i 5(�921F FILI D 510 o 00 505 - o0 _ 500 20+50 21+00 21+50 2+00 �_ -.- J 495 495 490 490 485 I 485 480 I 480 475 475 470 I 470 465 465 460 460 455 18+50 19+00 7 SfOT NI PROFILP+00E'7 E9 C19 Scale: Vert. 1"-10' Horiz. 1"-30' 15+00. 15+50 16+00 z E7 — Q — _ J O E6 Esz 495 495 505 490 490 500 485 485 495 0 480 480 490 475 475 485 470 4 0 480 16+50 E7A 12+50 E6 E6A 500 495. 490 485 480 475 13+00 13+54070 490 485 480 475 470 z 10+00 `'' 10+5Iff 495 o s STORM PROFILE: E6E6A J LL C19 Scale: Vert. 1"=10' Horiz. 1"=30' 490 0 a 485 SHIMP 480 ENGINEERING 475 LAND PLANNING - PROJECT MANAGEMENT 470 912 E. HIGH ST. 4X227.5140 CHARLOTTESMLLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 465 460 17+00 17+50 18+00 455 "�• � 2 I m w N o m N E78vE7C Q - w 3NZ EW GRADE =�n WL N m N - ROSSING ( Z_ Z- �' f o o w _ 1 a W 0 wow 3a zwv� — 27.52 LF 36"PHP-STORM5.00 LF 3 1.09% _ -- - HP-STOR _ _�4 - 86.98 LF 36" HP-STORM-0- In__.e `r4 av aN rorom �� z o-� o> >z - _ >z z_ - - Z zzz zo»- 10+5d --- o >>> > >zzz >zZ? z Z w� 22a 475 .. w _ L_1 NCO ��STORM PROFILE: E6E6Z Scale: Vert. V=10' Horiz. 1"=30' 10+50 11+00 10 STORM PROFILE: E7E7C (;19 %Scale: Vert. 1"=10' Horiz. 1"=30' 12 STORM PROFILE: GI—G8 C19 Scale: Vert. 1"=10' Horiz, 1`30' 505 525 500 520 495 515 ,490 510 485 505 480 500 m O Y181 p0� pM 8" WL SSI61 HGL o 000 oo. 15" HDPE O 1,07% 8 530 525 490 520 485 515 480 3 510 w 475 m 505 w 470 z O 500 W 465 m M W Q ci m O mm O P'J O O h O M Li;z HGL 8" WL CROSSIN - - 30.p8 LF 15'o O hou�rn v po O @ 2.33% �- l�coa � >z-zz � zzz > h N U SfT11viP 9 Lic. .45183 525 BOA INIS(Lo 520 F`pSI�IVAL 0 515 510 ROAD PLAN FOR 505 GALAXI E FARM 0 O+ D SUBDIVISION >zz > z Z 11+5$75 W ALBEMARLE COUNTY, VIRGINIA 11 STORM PROFILE: E8E8A SUBMISSION: 495 REVISION: 1) 2020.07.31 490 2) 2020.09.11 3) 2020.09.21 (BID SET) 485 4) 2020.10.13 480 475 FILE NO. 18.025 4/0 STORM SEWER PROFILES 465 go Ilm o 0 li m Qmp^ I +cy �= a z m F- tn.m -z-n vrm. HGL MC-45 I - -STflRMT I @ 0.50% CHAMBER I INV 477.0 0000 OCOIDO o«,n hmino K K K K K K K 490 485 480 475 470 465 460 0 5g55� 410+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 1'i-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' NOTE: SIGHT DISTANCE FIELD VERIFIED BY SHIMP ENGINEERING STAFF DURING MULTIPLE SITE VISITS F .lye "Ao - -,- _--_ --4478 SIGHT DISTANCE PLAN e e 50 100 154 e &5' HEIGHT F OBJECT — - -- - - -- 610'. INTERSECTION SIGHT DIsTA. CE t 610' INTERSECTION SIGHr�u7ANe f 44. S R EYE OPO E T — 6PU�R6FlCE — BE—VE—ROED - —DA-TA—TO--®E--VERIEIED C4 490 485 480 475 470 465 460 22+54 5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SIONn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 RTE 20 SIGHT DISTANCE C20 500 495 490 485 480 475 atc 4 � SIGHT DISTANCE PLAN C21 Scale: 1"=50' �.� rlti�n i QF OBJECT -. - _ _HT DISTANCE- - --- .5�HF - - _ -_ OEM. T eksra.: e�. EM TT-�- - -ECT u. 1() cV a �if�Gp Et-:� r'ifG cp 17 4V d W 500 495 490 485 480 475 470 4 5 11+00 10+50 11+00 11^J 100 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0f ('2 'VOAD 131 ALONG ROAD A SIGHT DISTANCE PROFILE Scale: Vert. 1"=10' Horiz. 1` 495 490 485 480 475 470 465 4 495 490 485 480 475 470 gp g465 10+00 10+50 11+00 II 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+OT0 - 3.5' HEIGHT OF OBJECT - I i 3.5' --- OF HEIGHT YE -- - _ -- INTERSECTION -SIGHT DISTANCE 3.5'—HEIGHT OF OBJECT- i ROAD D ALONG ROAD A SIGHT DISTANCE PROFILE Scale: Vert. 1"=10' Horiz. 1 JVV 495 490 485 480 475 470 M 46 `/ r JA(S7Q' •� �I�I d d'I l i /y ry OPEN SPACE B 87,497 SF oyo i ,' i �F ��V / �• S' , y 50 0 50 100 150 Scale: 1"-50' --OF—OBJECT I I JY _— — — �SEGHE%NrSIGHT-DISTANCE 3. HEIGHT _ - _ —OF Y _ — I n --SEC�N_sIGHi - s-F.anrce - - �S�H€4GHT- -EE - M a fN. I� 0; I� Ip dl7 f0 m1A ck P fL1 10+00 10+Sfl 11+00 500 495 490 485 480 475 g470 5 II b.12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 ROAD B2 ALONG ROAD A SIGHT DISTANCE PROFILE Scale: Vert. 1"=10' Horiz. 1"=50 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 404.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 `�`�SioNn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION 495 - 495 ALBEMARLE COUNTY, VIRGINIA 3.5' HEIGHT OF oBJECT SUBMISSION: 490 - - 490 2020.05.13 IN ERSL„_N - - SIGHT DISTA REVISION: 485 - - 3.5' HEIGHT 485 - OF EYE 3.5' HEIGHT .. 1) 2020.07.31 480 - „8. OF OBJECT - ROAD ofs, IHCE TO END 480 2) 2020.09.11 OF RoaD E INTERSECTION 3) 2020.09.21 (BID SET) 4-75 4)2020.10.13 475 I 470 470 i 465 FILE NO. 465 0 . mo °_° t Am m Go 18.025 411D+00 1u-50 11+o0 11+50 12+00 12+50 13+00 13+50 14+04�0 INTERNAL SIGHT DISTANCE ROAD B2 ALONG ROAD C SIGHT DISTANCE PROFILE C21 Scale: Vert. 1"=10' Horiz, 1"=50' 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 mimmurn 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 Irmrt 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'- Chauwlizing 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 'C01stridw 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 kohizontal 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 barrier with appropriate fixed object attachment. Is. "here cut slope exists, bu7 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 run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Tip 3 fiashime 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 bmrier 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 cri be eliminated £ruin all roaduav exceut Limited Access hiffl ays. Guidance: 10.1fdrivers camat see apu0-0tFama 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: Reunion 1-L1'2415 2: Resisia<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 aretxised ufton astabkJung the brain 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 hare a clear line o 1V t0 tom the graphic flogger slmibol sigtl m thejlagger. 3. To mainmin efficient rraffre flow to a flaggttigopemdon an a rKr4ane madNv;Y, the miaumum time motoristsshardd bestopped a aflarger stolen is S minutes far high vola'me roadways lavanTt;e tail}• hnjjic of 500 ar more vehicles psi 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 Petrippproaching 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 inteasily- 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 slowinz appraachine taffic ptuu to rac)rine die flagQer station m VLIrd ttaf5c. Cnddavre: 9. the queue ojm ffrc macines doe BEPREPARED TO STOP rTd _7-4) slgt then the snpts, and trued the slrou be rxmrlfmred atgreatta• distntrer 10. ifhen a hrgh%m'-rail crossing eacac within or apsinumn 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 tempor a In�r c carinl zoneshould be mfended so that the transition alnlz prrcedns dig highwayvarl crossing flee rikpm TTC-56 for additional information one highRnj;-rcdl crros rags). Standard: 11. At night, flamer stations shallbe illuminated except in emergemies (see Section 6E.08). OIL 12. Cones maybe el®nated when rime 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 nnnble 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 1-4/ULDL 2:Rrnsimi2-9r1Q019 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 ARNING EIGHT SEE NOTE 1 SEE NOTE 1 5FF NOTF i_ NOTE 6 w2 W 16-v-VP1 OPTIONAL SEE NOTE 10 w21snR ROAD IN W2P7 AtEm 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 0 BUFFER 9EE TABLE BH3 simmom 00 O 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 v .5'�i1MP Lic. .45183 BOA `�`�SloNnl. E'J ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 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 U J .114IMP Lic. .45183 �'�Sloiva4L e�'� ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 ZMA 2018-12 DETAILS C23- Galaxie Farm LD-204 Stm mwater Inlet Computations Inlets on Grade my Sag Inlets Only a E m d ... n m r � E Z 2 m O O y >. E �. " m w m X X 9 ,trn ^' c > 46 O c^ tit v i m U F `m m S n w m acL 3 x a toOL 0 o 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (it) (ac) (in/hr) (ofs) lets) (cfs) V) V) V) (it) (it) (cfs) (cfs) (it) (it) (ft) F4 DI-3B 12 0.43 0.67 0.29 4.0 1.14 1.14 0.015 0.040 OD20 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 0.00 F3 DI-3B 10 0.63 0.60 0.38 4.0 1.51 1.51 0.015 0.025 OD20 0.083 5.62 024 100.0% 1.51 0.00 6.5 2.45 2.45 7.42 0.28 100.0% 2.45 0.00 F2 DI-7` 4x4 23.88 0.33 7.80 4.0 31.20 0.00 31.20 0.025 0.050 OA50 - 1.29 1 1.29 7.09 6.5 50.71 0.00 50.71 1.78 1 1.78 8.51 `Assumes 25%clogging E9 DI-7" 4X4 10.83 0.47 5.07 4.0 20.28 20.28 0.025 0.100 0.120 - 0.82 1.5 0.55 8.87 6.5 32.95 32.95 1.14 1.5 0.76 11.49 E8A DI-3B 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 2.20 0.00 2.20 4.74 0.23 96.7 % 2.13 0.07 E8 DI-3C 14 0.92 0.59 0.54 4.0 2.16 0.00 2.16 0,015 0.065 0.020 0,083 4.68 022 100.0% 2.16 0.00 6.5 3.51 0.00 3.51 6.39 0.25 92.4% 3.24 0.27 E7C 36" ES-1 - 39,08 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: Culvert HW/D=1.5 for Q=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 0.16 100.0% 0.70 0.00 6.5 1.14 0.07 1.21 2.20 0.17 97.2% 1.18 0.03 E7 DI-3B 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-36 12 0.68 0.55 0.37 4.0 1.49 0.00 1.49 0.015 0.030 0.020 0.083 4.73 022 100.0% 1.49 0.00 6.5 2.41 0.10 2.52 6.59 0.23 99.3 % 2.50 0.02 ES DI-3C 10 1.27 0.59 0.74 4.0 2.97 0.00 2.97 0.015 0.012 0.020 0.083 0.21 0.5 0.42 4.11 6.5 4.82 0.02 4.84 0.29 0.5 0.58 8.11 E4 DI-3B 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 0.16 100.00/0 0.46 0.00 6.5 0.74 0.02 0.76 3.01 0.19 100.0% 0.76 0.00 E4A 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 0.22 100.0% 1.18 0.00 6.5 1.91 0.00 L91 6.32 0.25 94_.6_ % 1.8.1 0.10 G1 DI-3B _ /0 0.60 0.69 0.41 4.0 1.64 0.00 1.64 0.015 0.020 0.020 0.083 0.24 0.5 0.48 5.77 6.5 2.66 0.10 2.77 0.28 0.5 0.56 7.73 D3 DI-3C 8 1.19 0.51 0.61 4.0 2.44 0.00 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 10.82 D2 DI-3B 12 0.52 0.54 0.28 4.0 1.11 1.11 0.015 0.020 0.020 0.083 2.62 0.18 100.0% 1.11 0.00 6.5 1.80 1.80 4.20 0.21 100.0% 1.80 0.00 G3 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 0.5 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 0.21 0.5 0.42 3.96 6.5 0.77 0.00 0.77 0.24 0.5 0AB 5.66 Road E Curb CG-7 4" Curb 0.30 0.70 0.21 4.0 0.94 0.00 0.84 0.015 0.040 0.020 0.083 2.36 0.17 0.52 D/H'• 6.5 1.37 0.00 1.37 3.97 0.21 0.62 D/H'• "depth / 4" curb height 1 LD-204 C24 Chapter 8 - Culverts Appendix 9C-2 Inlet Control, Circular Corrugated Metal OCHART 2 I{0 q.000 (II Iq 0,000 EXAMPLE _ IS{ It.1] o.M,O4 r«11 { (2:1 5,000 144 .,DOD 5 M Of .4 2'.11.000 [O tooIM • c Ls to �. i •1NhN 0' ., to 4 '- 1.000 3. 800 3. 84 : 600 t. CULVERT B 7500 Q25=347-9/2 W Tt =173.9 CFS $ao / L{ = u Ego .✓ .34 CULVERT A = = 1.30 Q25--M.5/2 a 64 s to =101.2 CFS I Le 3 {t � V. 50 Z 1.0 0.0 W 40 10 ► 36 30 ENTRATYPNCE STIR, E7C p SCALC ` { (FROM LO-204, o 33 tit m ,N...I < . • I =5.5 Q 5 9 ■ 30 Yll r 1 1 /M• W .N .0 � . Y n t7 10 111 n.1Hnq 8 .1 .1 t 0 A w 8 !I ,• v. HN. 1[I .• nl wails, 4 NrbHlYq 1• INN. In. rw .E 0. .4.1[N ~1." 1., it,•." .6 3 It•N C N•b. M uMN H IE •• • N [ to 1.0 ,t *Mt" N OWK.48"oss +R11 Im .8 5 HEADWATER DEPTH FOR G.M.PIPE CULVERTS WITH INLET CONTROL Source: HDS-5 RESULTS FROM SOUTHERN PEIDMONT RURAL REGRESSION EQUATION -- DRAINAGE AREA ONLY. SINCE TWO (2) CULVERTS WILL BE USED, TOTAL 1 o/ 1 VDOT Drainage Manual From Structure TO Structure Catch. Area lac) Runoff Cost Increment AC Accum. AC Total TOC (min) Total 10-yr Intensity (in/hr) Total 10-yr Flow (cfs) Up Invert Elev. Down Invert Elev. Pipe Length (ft) Invert Slope % Pipe Diameter (in) Pipe Capacity (cfs) Velocity (ft/s) Flow time Increment (min) 1 1 2 3 4 1 5 1 6 7 8 9 1 10 1 11 1 12 1 13 1 14 15 16 17 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 F1` 29.79 0.33 7.80 8.46 23.50 _ 3.83 34.59 478.30 477.00 114.73 1.13% 24 28.4 9.1 0.21 `Pipe is designed for pressure flow due to tailwater from BMP. See LD-347 Spreadsheet E9 E8 10.83 0.47 5.07 5.07 23.25 3.85 19.52 516.00 505.70 250.92 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 1.070% 15 7.3 5.2 0.09 E8 E7 0.92 0.59 0.54 5.95 23.53 3.82 22.74 505.50 492.00 161.72 8.35% 18 32.9 20.0 0.13 E7C E7B 39.08 0.29 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 E781 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 1.09% 36 75.4 12.1 0.04 E7 E6 0.46 0.60 0.27 17.54 29.16 3.37 59.17 484.00 475.50 254.33 3.34% 36 132.1 18.2 0.23 E6Z E6"• _U "10 yr Flow from HydroCAD model 25.79 475.00 474.90 20.00 0.50% 36 51.1 7.9 0.04 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 18.20 29.40 3.36 _ 86.91 474.70 471.45 197.71 1.64 % 36 92.5 13.9 0.24 E5 E4 1.27 T 0.59 0.74 18.94 29.63 3.34 89.08 471.25 470.25 59.92 1.67% 36 93.4 10.2 0.10 E4A E4 0.15 0.78 0.11 0.11 5.00 6.81 2.78 470.60 470.25 26.52 1.32% 15 8.4 6.0 0.07 E4 E3 0.41 0.72 0.29 19.35 29.73 3.33 90.32 470.05 468.90 71.94 1.60% 36 91.4 10.4 0.12 E3 E2 0.00 0.00 0.00 21.39 29.85 3.33 96.96 468.70 468.10 74.43 0.81 % 42 98.1 11.2 0.11 E2 E1 0.00 0.00 0.00 21.39 29.96 3.32 96.80 467.90 467.00 112.64 0.80 % 42 97.5 11.8 0.16 D3 D2 1.19 0.51 0.61 0.61 5.00 6.81 4.16 469.00 468.20 61.01 1.31% 15 8.0 6.6 0.15 D2 D1 0.52 0.60 0.31 0.92 5.15 6.77 6.22 468.00 465.00 76.40 3.93% 15 13.9 11.0 0.12 C3 C2 0.29 0.82 0.24 0.24 5.00 6.81 1.62 463.00 462.70 31.95 0.94% 15 6.8 4.5 0.12 C2 31 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 2.27 326.65 462.70 460.50 64.00 3.44% (2) 60 418.64 x2 18.8 _ Note: B2-Bf Flow is 25 Yr Rational Flow. Culvert is adequate to also handle 25 Yr Regression Flow: Q= 346.4 cis A2 At 133.20 0.42 55.94 55.94 45.5 2.88 161.30 464.30 460.50 71.30 5.336/6 (2) 48 287.4 x2 19.0 Note: A2-A1 Flow is 25 Yr Rational Flow. Culvert is adequate to also handle 25 Yr Regression Flow D=190.5 cis G4 G3"' 3.67 0.45 1.63 1.63 16.50 4.59 7.49 varies varies 1.38% 15 8.2 7.6 1.08 G1 E3 0.60 0.69 0.41 2.04 17.58 4.45 9.09 469.80 468.90 _varies 75.02 1.20% 18 13.6 8.3 0.15 •" Calculates the worst -case scenario (shallowest slope & max runoff) for the private storm drain "G" Sewer. Min. slope for G drains=1.380/. 2 LD 229 C24 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF nLL TOP OF FLL GROL94D LINE _ _ GROUND LINE = GROUND LINE m r/J/// rrrr rrr// I rjr,/rrr'rr rr�r''irri/ir CK- OR ROCK RTH EARTH N UNYIING UNYIELDING SOL BEDDING+' - MATERIAL �1 a MIN.1/10 D X D X BEDDING MIN- 1/10 C X D X BEDDING MW. 1/10 D - MATERIAL MATERIAL x D X IVs' PER VOF H MIN. 8". MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 . D MIN. L5 . 0 MIN. 1.5 X O MIN. 1.5 . D MIN. 1.5 x 0 MIN, 1.5 X 0 TOP OF FLL TOP OF FILL TOP OF FILL x Z rrrrr rrrrrr r - - rrrrr rrrrr .....-- - - -- rrrrrr rrrriir -• rrrr ru r - rrrrrrrr r rrrrrrrrrrrrri rrrr rrrrrr r r /i rr ._ rrrr •rrr - - �r .- LRINOUNO + r�/l r+ LINEVND �• o - rrrrirrrr a rrrrrrrrr _ GROUND --LINE _ - EARTH ROCK OR - MIN. t/10 D - UNYELUWG _ MIN. 1/10 D % 0 X REDOING MATERIAL _ V.' PER - SOL I'!OF H x D x - rr MIN 7/10 D BEDDING EARTH BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT YIELDING OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE NOTES SPECIFICATIONS REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERA. NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE I WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERA. NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.GO. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr FOR PLASTIC PIPE + IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING 70 THE MINIMUM CLASS I BACxRLL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN O OVER PIPE AND fi" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. `VDDT Y N INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "All VIRGINIA DEPARTMENT OF TRANSPORTATION 3C3 SH6�T , OF 4 REVISION onrE 07/19 107.01 Galaxie Farm LD-347 Hydraulic Grade Line Junction Loss Water Outlet water Surface Inlet Number Surface Do Po Lo Sr, % Hr Vo Ho 01 VI 01V1 HI Angle H• H, 1.3'H, 0.5H, Final H Elev. Rim Elev. 1 Elev.' 2 3 4 5 6 7 (8) (9) (10J (11) (12) (13) (14) (15) (16) (17) 1 B) 19 20 21 F2 481.30 2.00 34.59 114.73 1.992% 2.286 9.1 0.318 4.40 5.4 23.8 0.158 11 0.059 0.535 0.696 0.348 2.634 4a3.93 484.00 F3 483.93 1.25 4.40 39.07 0.395 % 0.154 5.4 0.113 1.95 4.2 8.2 0.097 45 0.124 0.334 0.435 0.217 0.372 484.31 485.65 F4 484.31 1.25 1.95 149.84 0.077% 0.116 42 0.083 1.95 0.0 0.0 0.000 0 0.000 0.083 0.108 0.054 0.170 484.48 486.15 E2 469.80 3.50 96.80 112.64 0.789% 0.889 11.8 0.541 96.96 11.2 1086.0 0.682 90 1.363 2.586 1.293 2.182 471.98 479.24 E3 471.98 3.50 96.96 74.43 0.792% 0.589 11.2 0.487 90.32 10.4 939.3 0.588 75 1.058 2A33 1.066 1.656 473.64 476.35 E4 473.64 3.00 90.32 71.94 1.563 % 1.124 10.4 0.420 89.08 10.2 910.4 0.568 25 0.487 1.474 0.737 1.861 475.50 477.12 E4A 475.50 1.25 2.78 26.52 0.158% 0.042 6.0 0.168 2.78 0.0 0.0 0.000 0 0.000 0.168 _ _ 0.218 0.109 OA51 475.65 477.15 E5 475.65 3.00 89.08 59.92 1.520% 0.911 10.2 0.405 86sl 6.7 579.7 0.242 25 0.207 0.855 0.427 1.338 476.99 478.30 E6 476.99 3.00 86.91 197.71 1.447% 2.861 13.9 0.750 2DO 11.0 22.0 0.658 5 0.113 1.520 0.760 3.621 480.61 484.80 EISA 480.61 1.25 2.00 76A0 0.082% 0.062 11.0 0.564 2DO 0.0 0.0 0.000 0 0.000 0.564 0.733 0.366 0.429 481.04 484.74 E7 481.04 3.00 59.17 254.33 0.671% 1.706 18.2 1.286 38.28 12.1 463.2 0.796 85 1.523 3.605 4.686 2.343 4.049 485.09 498.54 E7A 486.60 3.00 38.28 27.52 0.281 % 0.077 12.1 0.568 37.69 12.4 467.3 0.836 5 0.143 1.547 0.774 0,851 487.45 498.69 E7B _ 487.45 3.00 37.69 86.98 0.272% 0.237 12.4 0.597 37.69 15.3 576.7 1.272 50 1.517 3.687 1.843 2.080 489.53 489.60 E7C 489.53 - 3.00 37.69 5.01) 0.272% 0.014 15.3 1.090 37.69 5.0 188.5 0.136 0 0.012 1.238 1.609 0.805 0,818 490.35 489.00 EB 493.20 1.50 22.74 161.72 3.996 % 6.462 20.0 1.553 19.52 14.6 285.0 1.158 10 0.430 3.142 4.084 2.042 8.504 501.70 512.91 EBA 506.70 1.25 2.30. 28.02 0.108% 0.030 5.2 0.105 2.30 0.0 0.0 0.000 0 0.000 0.105 0.136 0.068 0.099 506.80 512.98 E9 506.90 1.50 19.52 250.92 2.942% 7.383 14.6 0.993 19,52 0.0 0.0 0.000 0 0.000 0.993 1.291 0.645 8.029 514.93 520.50 _50 ___ __.. - _. _._._ ____ a.-_._ __. G1 473.64 1.50 9.09 75.02 0.839% 0.479 8.3 0.267 7.49 7.6 57.0 6.314 0.314 40 0.388 0.967 1.257 0.629 1.108 474.75 475.22 'Outlet VISE is listed as the greater of either the calculated tailwater, or the Invert out+ 0.8D. Note: HGL not calculated for 15" pipes Conveying less than 75% capacity. This Includes Storm Sewers C, D, and G. Runoff Conditions do not warrant HGL analysis. HP STORM TRENCH INSTALLATION DETAIL MIN. COVER TO MIN. COVER TO RIGID PAVEMENT, H FLEXIBLE PAVEMENT, H FINAL BACKFILL SPRINGLINE �. ----- -''" INITIAL bR Tf!4.i BACKFILL '•D of " F�. HAUNCH BEDDING 4• FOR 12'-24" PIPE I .. 6" FOR 30'-60" PIPE I MIN TRENCH WIDTH SUITABLE f�- NOTES: (SEE TABLE) FOUNDATION 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, 'STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLABTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION, WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONS ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVB MATERIALS MH CH AS DEFINED IN PREVIOUS VERSIONS OF AS7M D2321 ARE NOi APPROPRIATE BACKFILL MATERIALS. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, 11, III, OR W. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER MINIMUM BEDDING THICKNESS SHALL BE 4" (1DOmm) FOR 12•-24" (300mm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30•-60" (750mm-1500mm) DIAMETER PIPE. THE MIDDLE 113 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT' USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 6. MINIMUM COVER: MINIMUM COVER H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12' (300mm) FROM 3 LD 346 C24 TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS PIPE DIAM. MIN. TRENCH WIDTH 12• 30" 300mm 62mm 15, 34" 375mm 864mm 18, 39" 450mm 991mm 24- 48 600mm 1219mm 30 1422mm1872" 72 E 1829mmBY 2032mm 96" 2438mm TABLE 2, MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION HEAVY CONSTRUCTION PIPE DIAM. H-25 (75T AXLE LOAD)' 17-48" 12" 48- 300mm-1200mm 305mm 1219mm 60" 24" 60" 1500mm) 810mm 1524mm VE ICLES IN EXCESS OF 75T MAV REQUIRE ADDITIONAL COVER TABLE 3. MAXIMUM COVER FOR ADS HP STORM PIPE, If cLAss I cLAss n cLAss m cuss N PIPE DIA COMPACTED 95% 90% 85% 95% 90% 95% 12, 41 28 21 16 20 16 16 (300mm) (12.5m) (8.5m) (6.4m) (4.9m) (6.1m) (4.9m) (4.9m) 15, 42 29 21 16 21 16 16 (375mm) (12.8m) (8.8m) (6.4m) (4.9m) (6.4m) (4.9m) (4snn) 18" 44 30 21 16 22 17 16 (450mm) (13.4m) (9.1m) (6.4m) (4.9m) (6.7m) (5.2m) (4.9m) 24" 37 26 18 14 19 14 14 (60Dmm) (11.3m) (7.9m) (5.5m) (4.3m) (5.8m) (4.3m) (4.3m) 30' 39 27 19 14 19 15 14 50mm v ) 11.9m ( ) 8.2m ( )( 5.8m )( 4.3m )( 5.8m )( 4.Bm )( 4.3m ) 36• za zD to m 14 11 to (90111 (8.5m) (6.1m) (4.3m) (3.0m) (4.3m) (3.4m) (3.0m) 42' 30 21 14 10 15 11 10 (1050mm) (9.1m) (6.4m) (4.3m) (3.0m) (4.6m) (3.4m) (3.0m) 48' 29 20 14 9 14 10 10 (12DOmm) (8 IT) (6.1m) (4.3m) (2.7m) (4.3m) (3.0m) (3.0m) 60• 29 20 14 9 1 14 10 9 (150(mm) (B.Sm) (6.1m) (4.3m) (2.7m) (4.3m) (3.Om) (2.7m) THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD APPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90%SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED. RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H. IS 12" (300mm) UP TO 48• (1200mm) DIAMETER PIPE AND 24" (600mm) OF ASSUMPTIONS: COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE OR TO TOP OF RIGID PAVEMENT. UNIT WEIGHT OF SOIL (ys) = 120 PCF 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.0C B REV. MAXIMUM COVER HEIGHTS RwD I oin 1117 . ¢on.wa. ixc REV. DESCRIPTION BY MMNDIYY C - ADVANCED DRAINAGE SYSTEMS, INC. CADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAVANG IS INTENDEOTODEPICTTHECOMPONEN ASREQUESTED. ADS HAS NOT PERFORMEDANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NORHASADSINDEPENDENTLYWRIFIEDTHEINFORMATIONSUPPUED. THEINSTAIATIONDETAILSPROVIDED HEREIN AREGENERAL TMC8 QISTALIATION 4544 TRUEMAN BLVO " RECOMMENDATIONS AND ME NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT 19 THE DESIGN ENGINEERS RESPONSIBILITYTO ENSURE THE CETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE Ol�l'AD. (HP STORM) MIM HILLWiD, OHI043o28 IA'sNLID M•lR•6E s,TBB. iMG SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v .5'�i1MP Lic. .45183 Pow `�`�SIQNn1. e ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 1) 2020.07.31 2) 2020.09.11 3) 2020.09.21 (BID SET) 4) 2020.10.13 FILE NO. 18.025 DRAINAGE CALCS & PIPE DETAILS 4 CULVERT SIZING NOMO s C24 C24 HDPE PIPE BEDDING DETAIL 6 C24 HP -STORM (PP) PIPE BEDDING DETAIL C24