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HomeMy WebLinkAboutSUB202000032 Plan - Approved 2021-12-01LEGEND EXISTING NEW 10 10 1.00' ---310--- 0- ------ 310 ----- 17 311.5 0 10 x 311.5 TC x 57B7X 311.5 TW x 57B7X 311.5 B W x 57B1XW 0 0 0 0 0 X X 0 0 0 RD RD - q OF-70 S S S W W ®WV ow GAS GAS DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER/DEVELOPER R. D. P. D. LLC 905 LEIGH WAY CHARLOTTESVILLE VA, 22901 ZONING LI - Light Industrial - industrial, office, and limited commercial uses (no residential use). Property subject to SP200100046 and SP 200400028. Property lies within the entrance corridor overlay district. Property has portions within steep slopes overlay district (managed steep slopes). DISTRICT Scottsville SOURCE OF TITLE DB 3508-160. DB 657-234 Plat STEPBACK Front: For each story that begins above 40 feet in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 feet Side and Rear: none SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topographic Information is provided by Roger W. Ray & Assoc.,INC. Managed slopes are taken from Albemarle County GIS BENCHMARK Datum for topography is NAVD 1988 FLOODZONE FEMA flood insurance rate map (community panel 51003CO407D), 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. 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 ermit.Where an discrepancies occur the requirements of the permit shall govern. p Y p 4 p 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. ITE Trip Generation AM PM WEEKDAY Use Description I ITE Oty IV (GFA) IN OUITI TOTAL IN I OUT I TOTAL IN OUT TOTAL Industrial 11301 26 1000 9 2 1 11 2 1 8 1 10 45 46 1 91 Trip generation reflects AM and PM peak hour traffic. EXISTING USE Industrial Park PROPOSED USE Industrial Park. 9 Buildings to separate parcels. SF AC ROAD PLAN AVON INDUSTRIAL PARK Lot 1 = 26,440.92 0.607 7.4 % Lot 2 = 26,440.92 0.607 7.4 % Lot 3 = 26,484.48 0.608 7.4 % Lot 4 = 24,524.28 0.563 6.9 % Lot 5 = 14,505.48 0.333 4.1 % Lot 6 = 18,033.84 0.414 5.1 % Lot 7 = 17,990.28 0.413 5.1 % Lot 8 = 17,990.28 0.413 5.1 % Lot 9 = 183,213.36 4.206 51.5 % TOTAL 356,623.84 8.164 100% PARKING Required: NOTE: The required parking spaces will be provided per the approved final site plan for the property, SDP200400057. 2 spaces per employee & 2 spaces for facility vehicles on site. 1 employee and one facility vehicle on site during daytime hours Provided: 5 spaces per unit includes 1 handicap space per unit Total Provided = 64 spaces plus 16 handicap spaces LANDSCAPE NOTES Landscaping shall be provided per SDP200400057 sheet 4. Contractor shall verify landscaping on site matches landscaping required by site plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. ALL water lines, sewer lines, and fire lines from the main to the structure MUST have a visual inspection preformed by the building department. GENERAL PRELIMINARY SUBDIVISION NOTES 1. This property does not lie in a dam break inundation zone. 2. There are no known laces of burial in theproperty. P 3. This property is not within an Albermale County and/or City of Charlottesville water supply watershed or an agricultural -forestal district. 4. This property does not lie within a stream buffer(s). "SNOW STORAGE YARD" SIP 200400028 NOTES 1. All buildings covered with light gray siding. 2. Light on side of entrance of entrance door to back buildings. 3. All fences visible from Avon Street shall be 8' high wood fence. 4. All mechanical equipment & dumpsters will be in screened lots. 5. No stored items greater than V in height will be allowed in the front 8 lots or the southernmost lot in the back row. 6. Two loading areas provided as by code and for use of tenants in loading and unloading supplies, equipment, etc. 7. 2 inch depression around all drainage drop inlets. GENERAL CONSTRUCTION NOTES FOR STREETS 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. 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. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or 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. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions 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. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. SUB202000032 TAX MAP 90, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE - 1"=2000' MOSI.BY 1119 MOUNTAIN MILL CREEK I(\ CREEKMILL Mon110E11 iscl \ anirerp,�a m LYMAN HILL LA EYNOVIA Qa 95 SNOW Lane friplo 95SNOW INT LANE AVON PARK Brookhill Farm P rv,ap provweu Uy vuuy,e.0 111 SHEET INDEX: 7 SHEETS C1 COVER SHEET C2 EXISTING CONDITIONS C3 LAYOUT PLAN C4 UTILITY PLAN C5 GRADING PLAN C6 SANITARY SEWER & WATER PROFILES C7 WATER & SEWER DETAILS APPROVED by the Albemarle County Community2evel pment Department Date 1 1 APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C O U TT f. M CT41A ROAD PLAN AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.18 REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) FILE NO. COVER SHEET SHEET C1 of C7 19.022 C1 SET (201 T.M.90-28 IROt�m STANLEY MARTIN COMPANIES D.B.5207-571 ZONING: NMD fiIPE N27'01' 38"E 115.00 A=9°52'06" C=135.64 - --R=z88,51 __-646------L=135.81 - __ CB=N20'48'56"E IRON - -FOUL STATE ROUTE 742 ` AVON STREET EXT -/ 50 FT ROW ,,-6°'6 APPROXIMATE VEGETATION LINE CURB &GUTTER ,---'- - - - - - - - - - - - - - - - -- -- .. -- -- N25°44'59"E 384.98 ----- Iz_ 1 UP ( TP/ WAL I WV /�,644-/ � W® ®CO CO I I I I EXISTING EXISTING 1 I I 1 STORY I I STORY FRAME ! I, FRAME 0 ro n IRON SET (2015) I' • I � 1 EXISTING ' 1 I I I 1 STORY I FRAME I vErt�1�1�TT I C>R�kVEL � r� A 1 I fiLl�� — - UP IRGINI ECTRIC AND POW 4� 19 SK H) C NY I - 20' SANITARY SEWER SANITARY 10 = \ (2) LATERALS ---\ (TBR) MANHOLE 636.10 -� EASEMENT ( 273-315, 320 - PLAT) 7 I II=636.59 �a� _ --- --- F - - --- --- -7 7 ?_44.2'67 9 =s —s —S —S —S —s —S —Is —S —S —S —s —S —s _ —SW s s —s —s i EXISTING PRIVATE -� _-- --- WATER VALOE LTW�- - --__`_ WALK x W'V -- -- --- - W\r CO - - GRAVEL �---�\ CO cA� I EXISTING EXISTING A i 1 1 HP '" STORY STORY tPAVED FRAME FRAME CHP n 77-7 _k1P6 HP, C kFST{NG- \ L{ME 7BR: PAVEMENT ' - GRAVE - CG 2 PAVEMIIVT I° Mz FUTURE PAVED AREA �- e,. SANITARY SNOW POINT LN PAVEMENT & - INN PAVEMENT MANHOLE TBR �.- _ _., GRAVEL`"x ���v CRAVE�� G-2 TOP 644 - 38 rrr` 46 r rG-2 TP co CO EXISTING - EXISTING EXISTING - EXISTIN STORY STORY STORY STORY FRAME , s;CG- FRAME �? C0 2 FRAME ''CG--2 FRAME SLOPES GIS LOCATION OF LEASE AREA & VARIABLE if WIDTH ACCESS/UTILITY EASEMENT D.B. 4535-689 & D.B. 4429-469, 481 CELL MAP) TOV ER 'WALKWAY MANAGEDP PAVE GIS 640 WALKWAY _ -- '-- r' w w EDGE OF PAVEMEN-Y� _ V F 20' WATERLINE EASEMENT — (D.B. 3273-308, 313 PLAT) CURB & GUTTER $ , —, w—w— _ H--T-- --- p w g �T8 IGNAVED �SIGN SIGN SIGN GUY SIGN ( ) - / VARIABLE WIDTH ------------- --- ACCESS EASEMENT / (D.B.2947-484, 486 OCKS [ __.�-- GRAVEL PLAT) GRAVEL - �s �TARY s—�MANIHOLE �s s Ts TOP=638.55 -- _ — PAVED ,�•> �' __—�11=629.51 / SNOW POINT LN �' —� 10=629.23 /y T- / y'GRAVL PAVED _ r 20' SANITARY SEWER { ', �__�_ ----- :, EASEMENT 1 FENCE a =�EDGE OFl (D.B. 3273-301, 306 PLAT; f CONCRETE _ I I APPROXIMATE DOE OF LOCK Y LOCATION 4' PVC CONCRETE WALL I i LATERAL EXISTING I I r m t I' VARIABLE WIDTH ACCESS AND \' I UTILITY EASEMENT TO GLOBAL \ SIGNAL ACQUISTIONS IV LLC (D.B.4429-483, 492 PLAT). \ d I 4 / i I I G III I I I I: 7- I 'I I T.M. 90-35Y PARCEL A I SNOW'S INC. D.B. 664-772, 774 PLAT ZONING: LI m I i OFES N PT FALL f9NE EASE ENT 01 APPROXIMATE LOCATION OF 20' ACCESS & UTILITY EASEMENT TO NEW CINGULAR WIRELESS PCs, LLC HATCH LEGEND ❑PAVEMENT HATCH GRAVEL & PAVEMENT HATCH TO REMAIN GRAVEL & PAVEMENT HATCH TO BE REPLACED MANAGED SLOPES GIS SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U 2 ? SHI a .45 JAI a ROAD PLAN AVON INDUSTRIAL PARK T.M.90-35 Vp PARCEL B R.D.P.D., LLC ALBEMARLE COUNTY, VIRGINIA D.B.3508-160 SUBMISSION: D.B.657-234 PLAT 2020.02.1pO ZONING: LI REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) PES GIS v SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O Ll O X SHI P a Li . N . 45 OAF S/nA�wl E�G�� ROAD PLAN AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.18 REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) FILE NO. SITE LAYOUT 19.022 SHEET C3 of C7 C3 -646-------------- 660 655 650 645 640 635 all SLOPES GIS w —w —w —w CURB & CUTTER L'-64U 20' WATERLINE EASEMENT (D_B. 3273-308, 313 PLAT) GAS CAS GA$- _W—w —w — 60 90 SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.18 REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) FILE NO. 19.022 GRADING AND ROAD PLAN SHEET C4 of C7 1�SNOW POINT LANE PROFILE C4 VERTICAL: 1" = 10' C4'1 HORIZONTAL: 1" = 30' Q - _ - GAS -GAS - 6A5 �- GAS -GAS - GAS -GAS- GAS GAS - GAS P$ - CA� - - - - - t - - —\0^'u\--�-- _ \�a UP UP wu— u—wu—aHu—wu—Nu wu—oxu—wu—a�u-- u�=aiu—oxu—oxu ax� 64* axe —axe oxu 90' B ND \--- —�-- — Nu—ax7wu—Nu—Nu—wu—Nu—wu—Nu—w—Nu—Nu—wu—Nu—wu Nu—wu—wu—wu— u—Nu—wu—Nu wu—oxu—ox�—�oxu—Nu UP / wu—wu—wu—wu—wu—wu—Nu=axu=Nun u_ W W UP TPA12- BRANCH 1 o oiW 52D\P Y NEW VARIABLEW1DTH' (4) NEW NE1_� Y!-� VP BLE WID H w--------- BRANCH 3 PRIVATE WATE SERVICE — 5 —CESS E��EME T — / / ESMT ALONG ACSA SAN. RANCH 3 — _ SEWER ESMT 20' SANITARY SEWER EASEMENT � TYPE A if / .\T7-484, 4!8 �—w w- —w--W w --W --w pY Y W- —w -- W—W w—w W- —W 7DH w n a --w w- w —w —w —w —w — MANH Ltl E—w —w —w —w —w —w —Vu w —w �w w —w —w —w - �W / 'PLAT s �s 1 / \ W —W —w �W. 4x—WW —W —w —W —w —W —w - - T s APPRX..-LOCATION EX. 1 TOP 644.27 - - - 45' END —C _T_-�- _ - - -- _� s s T SAN LAT FROA4,1895 — -I -.- .10 = 63610 -. -w —W — — - - - __ — - - - --- — - - AVON SHALL"BE. NEW ( MH —sY s �NFSWB"SDR-26sAN s —s S —s �s —s s s —s —s —s �S s —s —sW�.s �s —s �s -:� _L_44ILE_CONNECTED TO NEW MH 42 , s �s — w / 2 © A/ gEXISTING PRIVATE z_ _ WATER VALVE TYP._ �` - .—.—.—.—.—.—.—.—_NEW 20' ACSA W X ASSUMED SAN WV'1- X ASSUMED VARIABLE - WIDTH ACSA EASEMENT y WID 1C NEW 8° SDR-26 SAN BRANCH 5' NE SNOW POINT LN SEMENT TYPE NE' —S —s _ � s- —s -7 L2 4 —s s s 6 X 6 TEE Wy-s s Fw —s Ts s s —s —s —s CORP. STO BOA 6 4 RE z MH 14 IMF4 CL 3 DIP N!L IA��� x I IN ur (TYP•) NEW 6" CL. 52 DIP WL J QOUB E SEAL J NEW58- K N 0 X , LOT 6 BOX 0.414 AC EXISTING 1 STORY FRAME P. KNOX BOX LOT 7 0.413 AC EXISTING 1 STORY FRAME MANAGED SLOPES GIS NEW 1" WATER SERVICE E�37 s —SsN LAT. s NEW CO DDIAAC Akin LOT 8 EXISTING 1 0.413 AC STORY FRAME 4 1" WATER --"-(TYP.) FIR :44• EXISTING 1 STORY LOT 9 FRAME 4.206 AC pe PT AT SHIMP } I II I Ass^.,E', v.pa ENGINEERING .� LAND PLANNING -PROJECT MANAGEMENT `I 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 8 ;7 J J,, -ld MANAGED SLOPES GIS ROAD PLAN AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.18 REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) FILE NO. 19.022 UTILITY PLAN SHEET C5 of C7 30 0 30 60 90 Scale: 1 "=30' C 5 650 645 640 635 630 . J[i1t�lH':�II�IAI� Ed T�97]1:L•\I67d� 10+50 11+00 BRANCH 2 WATER LINE PROFILE 8" DIP VERTICAL: 1" = 10' HORIZONTAL: 1" = 30' 655 650 645 640 635 630 11+50 650 645 640 635 g12+0 655 650 645 640 635 630 o> > Z Z SANITARY SEWER PROFILE 1A-1 C 655 650 645 640 635 630 VERTICAL: 1" - 10' HORIZONTAL: 1" = 30' 650 645 640 635 630 625 620 10+00 10+50 11 +00 11 +50 s BRANCH 1 WATER LINE PROFILE 8" DIP C6 VERTICAL: 1 = 10 HORIZONTAL: 1" = 30' 650 645 640 635 630 g625 12+030 655 650 645 640 635 630 2A 2B 655 650 645 640 635 655 650 645 640 gg635 o� 10+50 0 11+00 >z M Z 11+5 0 ro- ZZ a � Y 4�SANITARY SEWER PROFILE 2A 2B ■■■ ���ilf`� oil ■■■oil ��[[� ■■■ ■■■ Ell �— ME ©• ®_ VERTICAL: 1" = 10' HORIZONTAL: 1" = 30' =' . GRADE— W . — — — — — — m _ 1 ) NEW 1" PRIVATE SERVICE LINE m M r 2 Z N O W (4) NEW V PRIVATE SERVICE LIN 3 NEW 1• PR VATE SERVIC M W W N W V rnom,Q-'� ONO ti w w N 10+ 50 11+00 11 +50 12+00 5::�BRANCH 3 WATER LINE PROFILE 4" DIP & LOUR 1" SERVICE WL C6 VERTICAL: 1 ° = 10' HORIZONTAL: 1" = 30' GRADE 10+00 10+50 11+00 11+50 12+00 6—�BRANCH 5 WATER LINE PROFILE 4" DIP C6 VERTICAL: 1" = 10' HORIZONTAL: 1" = 30' 655 650 645 640 635 0 655 650 645 3[� 12+50 13+00 13+50 14+00 655 650 645 640 6635 14+5030 m . oI 10+00 ¢ 10+50 11+00 BRANCH 4 WATER LINE PROFILE 8" DIP VERTICAL: 1" = 10' HORIZONTAL: 1" = 30' 11+50 12+00 12+50 30 FT PRIVATE E 20 FT PRIVATE ACCESS ROAD 655 650 645 640 635 630 5' 5' w w U U Z Z Q Q Z Z Z Z 8� PRIVATE ROAD SECTION Ci6 / SCALE: 1" = 10' CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL ELEVATION BEFORE INSTALLATION SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o G� u JTJ M, SHI a Li . Nd. 45 A � S/nX, w 7 a ROAD PLAN AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.18 REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) FILE NO. SANITARY SEWER & WATER PROFILES SHEET C6 of C7 19.022 C6 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 2 z 4 FINISHED GROUND MARKER PLUG END OF MAIN LINEN SERVICE LATERAL _�rffil LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 SEWER SERVICE LATERAL 1 CONNECTION C7 Not To Scale SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2'50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81. 45 266 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.V 2.33 2.84 0.18 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �10'i 5' WEI MEW�] pal wi==1�4'ACZ=10�1 all WATER SEWER 3 A EJ 0 E2 Ic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER 4 SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn_1 UTILITY LOCATIONS & 2 EASEMENTS WIDTHS C7 Not To Scale L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : 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. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TF%_i s-�CONCRETE THRUST BLOCKS C7 Not To Scale FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR � NON -PAVED AREA 1'-0" MAX 4 I- ------- COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8'+-1r' METERS) NTS FIG. W-7 TD-13 TYP. METER BOXES 3 5/8" - 1 " METERS C7 Not To Scale RUBBER COATED STEEL I, STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED Jl� CONCRETE SECTIONS 12"" MIN 'l RING SEALS 4 16- MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" 5'. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF , CONTRIBUTING T --=-L-- SEWER. ••g.• IT a 4 12 A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ ND. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. 5-1-A TD-25 TYP. MANHOLE SECTION ] SHOWING BRANCH TIE (',] Not To Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24' IN 8•' INITIAL BACKFILL 8" IN 8" MIN MIN. MIN. MIN. 5" BEDDING #68 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 BACKFILL 4 MI UNSTABLE SOIL MI . MIN. _ MIN MIN. #68 STONE \ -- RANULAR FILL AS -=A�PPROVED BY ACSA "`" •'< ABLE SOIL OR OCK' STABLE SOIL OR ROCK NOTE 1.110 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 DUCTILE IRON WATER s PIPE INSTALLATION & BEDDING C7 Not To Scale R o• 96' DIAMETER CUL-Di 20'•-1 20 20' MINIMUM CLEARANCE AROUND A FIRE HYDRANT } 28' R 60 � I 1-10 TYP.' 1 70' 20-3 28' R TYP.• -� 20' r2 ACCEPTABLE ALTERNATIVE 120' HAMMERHEAD TO 120' HAMMERHEAD FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND ~26'R TYP' 20' 60"FOOT "Y' 11 HAMMER HEAD DETAIL C7 Not To Scale I' COMPAESSKIN x 3/1 MALE RPE COUPLING CR AINNIII EQUAL I' rYPe Tf xrr vvPen FOR USE GH ATfACXE, 9NfAE FAMILY AESICENRAL SEl ON OUAL AE>IDENnAL ANn NT4wna+ IACIS ........ lFE wSWEATED REAIQI FITTINGS 4' DUAL SERVICE R ,- CpAFA693N . 3/4- MAU PPE CCI.)l Ov APPROw Eau r TYPE e SOFT m O Fdl LSE ON MIA(HQ] SINGLE FAMILY SE4YICE ARM AN INNI ME9LTTwL EIIi IS NOT P50NIED. SINGLE SERVICE MOLE �I SAUDI SHN. RE USED ON PVC H-E CAST MOON OD - I FlW41© CRAOE LOCNMxC BALL METER. BOx VN,£ EUD_ 36' MN 0 I nIPf4TSElIFP 1/3 SEND COUPLNI y s" .BIER L' PORAIA"N STOP Aah"L:` ri,�; NECI AS NFOESSARY ntM•Sjy. SAND pl OUST WMR SAND }M ..;. Y: /'*/ A+j°�, A' PA+£2R MAN PPE 12- 4M SErSA (%'NCH y yj=..y,S� .y„3; ay. LOxC SttYd POCKET. .7 Si Box rm . rrts.rz NNMw THGLpES6] N+K'iN.✓.•X'r'%'c:szS�A,,I± .11 TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG- W-6A To-10 L TYP. SERVICE LATERAL_ INSTALLATION 4 5/8" & 1" METERS C7 Not To Scale NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- MLLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18"-22' ALVE BO 7 CU. FT. 058 STONE 42"MIN a 5" GATE ."., VALVE X 6" TEE 2500 BLOC P.S.I. CONCRETE BASE AND THRUST BLOC K AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITRNGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 TYP. FIRE HYDRANT ASSEMBLY s DETAIL C7 Not To Scale PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY • BETWEEN EXISTING PIPE MANUFACTURER OR ''F AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS 6'. 12" THICK VDOT No. 68 STONE BEDDING 8"z8"x16" AND 4"x8"x18" SOUR CONCRETE BLOCKSj l@ CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWNW12MIN. AROUND EXISTING PIPE ON FIGURE S-1-AWITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETEWRAP EXISTING PIPE WITH TO ROW A MIN.NEOPRENE GASKET MATERIAL V-0" BEYOND BASEBEFORE FILLING THE OPENING OF STRUCTURENEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING E ASE FOUNDATION VIEW. „ , , , , ,,,,,,,,,,,,,,,.....,,.....,, , „ , ... , ... NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al I U-JR TYP. MANHOLE BASE SHOWING 5 "DOGHOUSE" INSTALLATION C7 Not To Scale FINISHED GRADE =1T1=f FI � i 11� 1-IT1� rT-n T-ITI� �T=T1 r i i ITT=7 fT=T1 r=1T1=7 fT=T�,] III III III III TRENCH REDUCER 4 --_--_- J�2500 P.S.I. CONCRETE THRUST BLOCK s UNDISTURBED SOIL g_f18" MN. PROFILE VIEW UNDISTURBED SOIL - EDGE-" { -- OF TRENCH- 24" MN. REDUCER 8" MN. -:4. • 2500 P.S.I. CONCRETE THRUST BLOCKS •^ 4 < IT' MN .---------------- --`a UNDISTURBED SOIL - EDGE OF TRENCH 24" MNL NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 10 TYP. REDUCER THRUST BLOCK C7 Not To Scale (4) 1• (25mm) ou AO= ON 32 3 a• (a30rnm) ou 90LT CI LE. 2 (51mm) IET,ER5 0 0 (RECESSED FLUSH) () CLOSED PICKHOIES D[Se1mm] m 7 z - O O Qy f4 Q1 % m S E w (2) COWS 0 T PSKSURS 1 1A' (291 DA MISS D _ 2, v2- DA , 1 2• I899mm] [S6mm] m 25 1/4 0M 1TBmm] 1/2 - [66rmm] [ MI ]m1 m 2A I NEOPRENE sKE I-R=D3 J r.-I O �ze /ill' uu Ozm] m ] 36D.amDmmuen [B11 FRAME SECTION D.D. OF SASAFT FROM SECTION TYP. WATERTIGHT MANHOLE 12 FRAME & COVER C7 Not To Scale 10 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE O ADJUSTABLE TRAFFIC RATED II VALVE BOX Al LED II s N f d I M GATE VALVE WATER LINE 2500 P.S.I. CONCRETE F. 4 2'. 2' BEARING AREA. THRUST BLOCK,d '4. 4 d 4 • A . a NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL CATE VALVE NTS FIG. W-5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v ROAD PLAN AVON IND PARK USTRIALII ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.18 REVISION: 1) 2020.05.01 2) 2020.06.24 (COUNTY COMMENTS) 3) 2020.06.29 (ACSA COMMENTS) 4) 2021.10.18 (ACSA COMMENTS) 5) 2020.11.30 (ACSA COMMENTS) FILE NO. 19.022 WATER & SEWER DETAILS TD-9 SHEET C7 of C7 13 TYP. GATE VALVE C7_ C7 Not To Scale