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Home My WebLink AboutSUB201900148 Plat - Submittal (First) Preliminary Plat 2019-09-23LEGEND EXISTING NEW DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE -------------- VACATED PROPERTY LINE 0 0 BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT 10 10 PARKING COUNT - 1.00' - DIMENIONS -- -- - GRADING EASEMENT - - -310- - - 10 INDEX CONTOUR 310----- 12t INTERVAL CONTOUR 311x.5 SPOT EVELVATION X10 311.5 TC x 5781XC TOP OF CURB ELEVATION 311.5 TW x 5781X TOP OF WALL ELEVATION 311.5 B W x 5781XW 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 X X FENCE STREAM UTILITY EASEMENT UTILITY POLE ♦ LIGHT POLE OVERHEAD UTILITY m m OVERHEAD UTILITY GUY O 0 MANHOLE STORM LINE ROOF DRAIN RD RD I I DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT S SEWER LINE S S SANITARY EASEMENT W W WATER LINE 0 WATER METER 0 V WATER VALVE AND BOX O ?5 FIRE HYDRANT WATER EASEMENT GAS GAS LINE OWNER/DEVELOPER R. D. P. D. LLC 905 LEIGH WAY SHARLOTTESVILLE VA, 22901 ZONING _1 - Light Industrial. SETBACKS Front: 10' Side & Rear: If an adjacent parcel has a different zoning 30ft parking setback and 50 ft building setback. If an adjacent property is zone commercial or industrial 1Oft building setback. 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 rare : none DISTRICT Scottsville SOURCE OF TITLE DB 3508-160. DB 657-234 Plat SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topographic Information is provided by Roger W. Ray & Assoc.,INC. BENCHMARK Datum for topography is NAVD 1988 FLOODZONE FEMA flood insurance rate map (community panel 51003C0407D), 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 permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be nstalled 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. S. 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. B. 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. 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. ITE Trip Generation AM PM Use Description ITE Qty in out Total in out Total Industrial 130 9 15 15 30 134 134 268 Trip generation reflects AM and PM peak hour traffic. AVON EXISTING USE Industrial Park PROPOSED USE Industrial Park. 9 Buildings to separate parcels. SF AC 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 355,623.84 8.164 100% PRELIMINARY SUBDIVISION PLAT NDUSTRIAL PARK 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. GENERAL PRELIMINARY 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. This property does not lie within a stream buffer(s). TAX MAP 90, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 °=2000' 1113 f+ MOStiBY , OUNTAIN { MILL CREEK CREEKMILL LA EYNOVIA cam, AVON PARK I Brookhill Farm 9 Map provided by Google.com SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE PLAN C4 WATER & SEWER DETAILS 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 r Sn`USwIFljil 1995 SNOW POINT LANE r� Man icell h Sal r LYMAN MILL n SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��NLTH OF o � v JUSTI�HIMP 45a 183 SSIONAL ��Cs PRELIMINARY SUBDIVISION PLAT AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.09.23 REVISION: FILE NO. COVER SHEET 19.022 SHEET C1 of C4 C1 \ �U A=9?52'06" R=788.51 __—__-646-------- CB=N20°48'56"E C=135.64 IRON ____ ----- FOUN R I \� I x1 x I � I �I I T.M. 90-35A1 ANG HOLDINGS, z LLC OR D.B. 4978-125 D.B. 657-234 PLAT OD cn N O 0 I I WV \\ "-CO \ 1 EXISTING 1 STORY FRAME xL HP° - HP B II x I I I I PAVEMENT & x GRAVEL I DI 1 STATE ROUTE 742 6�6' AVON STREET EXT ' - CURB & GUTTER ---- g -`----------------------- - - - - - - - - - - - - - - -- --- gP4P�Xd � VEGETATION LINE \ N25°44'59"E384.98 ---- UP UP -�--� — �I-WI-p1U-gill-�l-aU-WI-WI-p.I-OMIf�- UP TP INIA EL IC AND POWER COM B. 414- 95 S / 20' SANITARY SEWER EASEMENT (D.B. 3273-315 320 PLAT) �� GRAVEL s — —s =s —s s —s s —sWv s - s —s sites s —s s —s s —s —s s o WALK - - - \ - W\i \ �\fRAV L) \ C❑7- v i 6Q EXISTING 1 4 PAVED, STORY I HP Iv I x x El Ll I \\ I I I I x HP B B *HP I \ I I I MB j I I II x PAVEMENT & I N I I a GRAVEL I II I I 0" x CG 2 \ U I ------- DI xl x / x --- PT xx x X/�X x x TFO -- —x x x xlx x x °TP— __----644---- I SANITARY SNOW P❑INT LN PAVEMENT & / PAVEMENT & MANHOLE TBR GRAVEL I / GRAVEL'- \ TOP = 644.44 o� I I / -- WV / I❑ - 638.34 W Y G W V G I CG- I IRRk ®-�9 ---- I G \2 -646 - _TP-CCO ----- CG 2 ®T ❑ CG CG 2 co IIII 1\ \ 1 I EXISTING I I EXISTING EXISTING II EXISTING EXISTING ST❑RY I STORY CG-2 STORY I CG-2 ST❑RY -2 STORY III I FRAME FRAME FRAME l FRAME FRAME I I 1 x x x x x HPB I x `--_ ❑ - ❑ i ^646 , '-----HRH x ❑ - ❑ ❑ HPPI I HP B BFiP \ x / -- g� �Hp X HP`B B' HP X B Ix PAVEMENT & II ? VEIL 1 I 11 i I I 1 6� PAVEMENT �� PAVEMENT & / GRAVEL x x X GRAVEL/ \ PAVEMENT & / 11 \ PAVEMENT & GRAVEL -2 1 X\\ GRAVEL \D x -644 ---/ DI I k `\ --- x +/ + 644 — X METAL f —X�i / k� BUILDING _ x x cn k \ X k ` �x X—x Cn 000 m N co N LATERAL SANITARY 1 II=636.5TIP HEILE — _ 644,27 636-3,3 636,10 - WV --- ® co I Wv I y I � EXISTING y EXISTING 1 ❑ I 1 STORY HP y STORY FRAME FRAME x x I x HP B HP B I EXISTING B El HP x PRIVATE I ` SANITARY k, LINE TBR PAVEMENT I PAVEMENT GRAVEL _ & GRAVEL x _ --- DI DI � '�, PT T.M. 90-35Y SNOWS INC. D.B. 664-772, 774 PLAT I I / PT _- T.M.90-35-- PARCEL B- R.D.P.D., LLC j D.B. 3508-160 / D.B. 657-234 PLAT / 1 APPROXIMATE /GRAVEL LOCATION OF LEASE I 1 AREA & VARIABLE WIDTH I ACCESS/UTILITY I EASEMENT D.B. 4535-689 & x D.B. 4429-469, 481 MAP) I CELL TO 0ER x I I I I IRON SET N27°01' 38"E 115.00 (2015 T.M.90-28 z IRON STANLEY MARTIN �' SET cn(2015) COMPANIES N D.B.5207-571 g cn V O O IRE F UND ( 015) N27°53' 07" W 649.79 I IRON --�_—_ OUND I I I � I I 40 0 40 80 120 ) IT RA an ocn ``EXISTING FH SANITARY MANHOLE TOP = 639,18 II = 631.21 I❑ = 631.08 SHIM ENGINEERING LAND PLANNING PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � NLTH of J v JUST�HIMP 45183 0 �-`�S` 101VAL EEO PRELIMINARY SUBDIVISION PLAT AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.09.23 REVISION: FILE NO. 19.022 EXISTING CONDITIONS SHEET C2 of C4 C2 1 � '881 - STATE ROUTE 742 ___---646-- R=788.51 L=135.81 \ AVON STREET EXT - CB=N20048'56" E C=135.64 G - CURB & GUTTER - ------ - - - - - - - - - - - - - - - - - - - - - - - -- ---�---------- ----- MATCH - - - ------------- -- ---- - - - _ - - - _ _ - LINE SEE - - - - - - % � DETAIL _-_--- -- -- --- - o _ BELOW IRON ti� - - - - N25 44 59"E 3 4.98 6 44 FOUNQ - 7yu °tic U P UP - HU ❑HU ❑HU ❑ U ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU =❑HU ❑HU e ❑HU HU ❑HU ❑HU ❑HU ❑HU OHU ❑HU OHU OHU ❑HU ❑H� L �yU - ❑HU ❑ U ❑HU ❑HIT ❑HU ❑HU ❑HU ❑H ❑HU ❑HU ❑HU ❑H ❑HU ❑HU ❑HU ❑HU HU e OHU _ - � ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU - ❑HU / / UP IHu o ' - _ - / \ TP VIRGINIA ELECTRIC AND POWER COMPANY _ ' \N UP (D.B. 414-194, 195 SKETCH) NEW 11' ACSA % �1 )N EASEMENTAM Ef3TO T� ' \N EASE ENT � / 31' ACSA 2 NEW 4" L DUCTILE IRON 7 20'SANITARY SEWER EASEMENT - �N EASEMENT _ V\fL(CLASS 53) (D.B. 3273-315, 320 PLAT) % \0 I - - - - -AVEL ---� NEWS/$�� LATERAL S NITARY - � - - - - - ' 77- wW W W W W W W ��= 36y59- W M NHO -. - W W - w__ -W W W W W W D- NL 6G W -W- W - w - V,L - -W _w - /- JQL w- W NEW 6" L DUCTILE IRON II 636.33 - WL(CLASS 53 ) 6 W1 N�EW 10 636.10 MOUSE WV / i 5 S S S S S S S 5„ S S S S S S S--� S S S 6 x 4TEE \ / S S / S NE* NEW /$ EXISTING s WALK 644 WM WM PRIVATE �W /a 6 x 4 RED - --- WALL S - - i * WATER W S / / - - W� cn - - - - - - - VALVE (TYP.) - - - . i C S / I O WV CO WV 113. I 120.1 120.0 I I / x I I 120.6 8.2 EXISTING 1 14.8 14.5 LOT 3 EXISTING 1 EXISTING 1 \ / / STORY 15.0 14.9 STORY 4.9 14.8 15.0 \ LOT 1 EXISTING 1 /10.0 / LOT 4 FRAME 0.608 AC FRAME 220.5 LOT 2 220.4 FRAME STORY 220.3 \ I 216.4 0.607 AC I / 0.563 AC I I HP 0.607 AC NE 8 FRAME � PAVED I I APPROXIMATE I I SD -A2NI HP I I LOCATION 4" PVC x x x x x x LATERAL EXISTING HP, B ElP HP o ° ° HP °❑ �J HP HP°Ll Ll B ° HP x B B B x x x � MB � \ I x / � I I � I I x X PAVEMENT & I I I IO'� - - � GRAVEL � x PC I PAVEMENT & I PAVEMENT-X PAVEMENT & - I 644 \ x GRAVEL / GRAVEL \ GRAVEL I I I I II I x 95.8 9 .5 x 95.6 x � I � -- - _, DI DI I � O DI - x/ I x x PT /, x _\\--- ----_ II I I PT x - P/t TP❑ 8- L TP -, - �' �� I �� I ENGINEERING 3 eSA _ / I LAND PLANNING -PROJECT MANAGEMENT x X/ X X X X X X- X X X X X X �� SHIMP NEW I / 30 PRIVATE ROAD EASEMENT SDR-26 2 '0 FENCE TBR ' MH / - - - _ 6 4 _ - _ _ - - SA 1 W \ I I I I 912 E. HIGH ST. 434.227.5140 I S S S S S S _ -S S S S S S S S S S S S S S s S Sff S S S NEW I ' NEW 4" L MH CO \ I I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x 4 TEE SNOW POINT LN I / 1 �, 3 0 I DUCTILE IRON 6 4 RE PAVEMENT & SAN NEW PA EMEN (QI 4 - L��l r- v EW 6' L� W /$ W W W AT c, *n NJs DUCTILE IRON GRAVEL / DUCT! E IRON WM I /s� \ ,�,� - WV 22. W / 22 0 - - - - - - - - - I ASS SS W W W I RR W - w W �- WM TP - - 2 W- W NEW w P HA 5 W� W W W PC 6i PC NEW N I I I I I ��PLTH OF co� I I -- / TP - - - - �c " / 646 - _ ° -� wM /$ TP c -' wv c I I \ \ I Ion x NEW 4" L LOT 5 IT DUCTILE IRON II I I I U J[JSTI IMP I I LOT 6 / WL(CLASS 53) I I 45183 0.333 AC 0.414 AC 14.9 �14.9 LOT 7 \ 14.9 14. 35.9� 14.8 14. LOT 8 14.8 14.9 EXISTING 1 I EXISTING 1 0.413 AC EXISTING 1 EXISTING 1 EXISTING 1 STORY I I STORY STORY I 0.413 AC STORY STORY ❑ I I �� FRAME I I P P - LOT 9 FRAME FRAME FRAME - FRAME / CDI I ZONAL I � �I I I I .206 ACr- i__ ❑° x ❑ �- x x - ❑ ❑ __ = x IT x ❑ x_ [Lx_L4 °❑ l I I I B I I I _ --- - - � , 646 / - -- -BHP° ° x ° - ' HP ° ❑ HP - HP ° HP I I I H. B HP - - \ / - _� P B °B ° B Ix 1 I I PRELIMINARY SUBDIVISION PLAT x 96. 120.2 119.9 120. 150.�1AGRAVEL VEMENT & I I 150.0 150.0 150.0 - �� I I I AVON INDUSTRIAL I _ I I I � � oPAVEMENT & PARK \ PAVEMENT & I / / GRAVEL GRAVEL z I � PAVEMENT & N I 1 \ PAVEMENT & I ALBEMARLE COUNTY, VIRGINIA 0 9 PC I X� \ - - 91 7 GRAVEL 91 8 GRAVEL 91.7 ( DI \ \// / SUBMISSION: - / DI I _ 644 / /� 2019.09.23 k \ _ __ o + k ' 64 �I +/ / REVISION: 4 o _ ` - METAL BUILDING x X k \ X k I-X X x X - MATCH / EXISTING 4000�`-X ' LINE DETAIL / E H FILE N0. ❑HU ❑HU ❑HU ❑HU ❑HU / \N / 19.022 SITE PLAN w SHEET C3 of C4 20 20 40 60 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 5 WATER SEWER 3 � Ei rY £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH D] 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 FD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL #68 STONE ILAR FILL AS ROVED BY ACSA =>: `: " STABLE' SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8e BEDDING FOR ALL BENDS NTS FIG. W-2 TD-2 Z. ,. L _ I PLUG I l 2 I / 1 I . FOR TEE OR WYE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS REQUIRED M p 11� NGS 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 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3,58 2,95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 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. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 FINISHED GRADE IT1=f fT=1� 1=1T Ff=T1 r=1T1=7 fT=T1 r=1T1=7 fT= TRENCH REDUCER a e o �P . e -2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - UNDISTURBED SOIL g 8 18" MN. PROFILE VIEW UNDISTURBED SOIL - EDGE ° OF TRENCH24' MIN. - - - - e - - - - - - - - - - - - - - - "a REDUCER 8" MIN. a 2500 P.S.I. CONCRETE THRUST BLOCKS ' MN. UNDISTURBED SOIL - EDGE - ---a - - - - - - - - - - - - OF TRENCH a ° 24' MIN. 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. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22"ALVE 7 CU. FT. BOX #68 STONE 42"MIN v 6" GATE VALVE TEE 2500 P.S.I. CONCRETE - BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS " POST VY17H CAPPED ENDS PAINTED BLUE IN REMOTE .ArEA- AS DIRECTED. MARKERLOCATION LOCATION VAT T ;E I.. 3 E':T TO HIGHWAY DEPARTMENT APPROVAL FINISHE13 GRADE C RATED _VE AREA iE I-E TF_ AREAS. VALVE RCXES SHALL EXTEND 51X ;H) INCHES AFwE GRADE TYPICAL GATE VALVE NTS FIG_ W-5 TD-9 i' DWIDRESSICN - 3/4' VALE PIPE COUPLING OR APPROVED EDL1AL 1' TYPE SCfi COPPER 1'KI'0- TEE -s nCTE: I,c E'nEATI- FlTT1I5^.,E _- DUAL SERVICE i SINGLE SERVICE NOTE. 11 SADDLES SHALL 9E USED ON Pvl;: PIPE jr, MIN 1/0 BEND C"TUNG R- T FOR LSE ON ATTACHED 9MCLE FAMILYRESIDENTIAL 3,9"K;E5 OR DUAL RESIDENTIAL AND Hq^;ATICN 5EFylCE5 R ^wPs15ssah z 3/4" MhLE PIPE couPUNG .PPRO,EO EQUAL FCN VSE ;A [IETAQ: 20 yNCLE FAMILY FE&LENTIAL SnACE NFIERE AN FRICp,T104 METER I5 NOT P3iGMCM. CAST IRON UD FlNI9-IEO GRADE �- V.ETER I. BOX �-COYPCWAT1(N [7if]P <.'.rar'•..-rq 4yii�!.µ,i �ME,.CK A5 SAND OR OJST 1VOETi : tie-i _____^4' � A�i�IER DR&W PPE T2' 6CA 4N0 SETTER (2-INdH WNNUA THC}triE`,`,; i4`.'.,�, - .:ti'iy}F "', LDNQ STORE POCKET, 007 NO 37 ACA:'aE�ATE TYPICAL SERVICE LATERAL INSTALLATION (5/82' & 11' METERS) NTS FIG- W-6A COVER LIFT NOTCH 14 1/2" 12 1/2" 12 3/8" WATER CAST IRON LID 18" METER BOX ti ti 1 181, 6" EXTENSION 6„ PIPESLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA " 1'-O" MAX 2' -0" RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 • MIN "0" RING SEALS e 1�AX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF - CONTRIBUTING ° SEWER. a 12" �OR A FILLETED INVERT A SMOOTH .e TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A TD-25 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 °' ' !�° ;' i' MIN. 12" CLEARANCE BE PREFORMED BY ° BETWEEN EXISTING PIPE MANUFACTURER OR ' AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER ,A:A PLUS 6". .. ✓ 12" THICK VDOT e No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) �II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II�IIIIIIIIIIIIIIIIIII�II�IIIIIIIIIIIII�II�II�II�II�II�, FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN /WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0' BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING t 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD-26 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 MAIN R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 (4) 1- (25mm) PN HOLES ON 3203 /a- (e31mm) ON BOLT LE 2' (51mm) [ETIERS 0 (RECESSED F SH) %� r N i AqY P?CK-125 9 Sp 1 1/2 [aemm] _T O O O m SEW (2) CORED m PICKBARS 1 1/8• (29mm) DA BOSS zI I m zs 1/a- ON „ ] [3b/2- [1TBmm] r-- C88]mm]=ill ze• ON 1 1/2- [.) IDIA � C3Bmm] 1/4'QO ASKET � I` 24. ON o[DDBnm, OPRENE [2Pnm] 5/8- 3- DN nBmm) 2B B• DN� n2:mm] r ae- DN TPRAIIE SECTION B,mm, 2s• Du D.O. OF CASKET E SECTION Cas•mDl IIa• ON [ODOmm] D O . 28• P1Nmm] [B80mm � in. FMIE SECIIDN ,3/1B• [3&nm] 20-) [vmm SPtd1 qqr 313/18- p•m ]. 2213/1s'.mmml-I 2 ,ro• [OTmm] [OTOmm] [xmm T FDSKrmo"D •[Timm] [3>mm] s/1B- D.D. D w [,amm] sEDTKx+ E OR D,v I/X G15KET Dnu (21 RaR ,/,o z V. z t to 3E W R vcII . IIN NPa A DDSR SAD RIIL , 5/•• n> ./.- n A. PLAN VEW 1/11'(IN-) DN N ss m[Bm�m] C i:D DN 5 A . m mD F-0 w „R PICKBAR&LOCKIAM HOLECEFAL a Rm KK "/o-1, zx mix S CONND NN Dn_,1 2. AI,ERNAINE CEIIE FOR NITERRQIT COVDA NLL BE SDERED. SUBECi N ONXG I,AIL RAVE N1TFR11DIT FRM1E !COVEDA . A COVEAO 91ALL OE FlI30 10 FRAMES NTH LOCNNO LU05 OR 9NUAR ASSDINY. TYPICAL WATERTIGHT•• MANHOLE FRAME & COVER 2LUD ASSERBLY N.T.8 FIB 8-IE M-32 HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM J v JUST�HIMP 45183 O ��sS10NAL ��G PRELIMINARY SUBDIVISION PLAT AVON INDUSTRIAL PARK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.09.23 REVISION: FILE NO. 19.022 WATER & SEWER DETAILS SHEET C4 of C4 C 4