Loading...
HomeMy WebLinkAboutSUB202000190 Plat - Submittal (First) Preliminary Plat 2020-10-26PRELIMINARY SUBDIVISION PLAT LEGEND EXISTING NEW 311.5 x 2m 311.5 TC x >2 311.5 TW x 311.5 BW xm X X -0- -0- of o� UGU UGU O q q S S W W O O A GAS DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE OWNER/DEVELOPER John W. Anderson P O Box 10 Crozet Va, 22932 ZONING R-1 Residential SETBACKS Front Minimum - 5 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way Front -Maximum - None Side Minimum - 5 feet Side -Maximum - None Rear -Minimum - 20 feet Rear- Maximum - None DISTRICT White Hall SOURCE OF TITLE Deed Book / Page Number - 827 / 717 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary shown as per the plot of record documented by R.W Ray, DB/PG 754/176 Topography provided by : Virginia Information Technologies Agency BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 04, 2005(Community Panel 51003CO237D) portions of this property does lie within a floodplain. RESERVOIR WATERSHED This site is within the Mechums River Watershed. This site is within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is 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. SLABTOWN MEADOW BUILDING HEIGHTS Maximum Allowable: 35 ft EXISTING USE Vacant Land PROPOSED USE Single Family Residential DENSITY CALCULATIONS Total Site Acrage - 7.41 Acres As per section 13.4 of the code, For maintenance of existing wooded areas equal to:..; 20 percent or greater of the site, a density increase of ten percent shall be granted. For provision of significant landscaping in the form of street trees as specified in section 32.7.9, a density increase of five percent shall be granted. Sec. 13.4.3 - For providing affordable housing units, a density increase of 30 percent shall be granted. Adding 10%, 5% and 30% Bonuses to the existing permissible density = 100% + 10% + 5% + 30% Permissible Density = 1.45 DUA/Ac Allowable Units = 1.45 x 7.41 x 0.97 = 10.70 Units STORMWATER MANAGEMENT Stormwater management will be addressed by converting all run-off to sheet flow into preserved open space. 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. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. TAX MAP 56, PARCEL 38 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1°=2000' ����•d fl 5��.�1 { `7, - 7 +fi7� :•: ri _ �a L ' •:� SITel • � ` - = .tip t r +rY. yr_ �' •.. . � s Map provided by Albermarle GIS Web SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 PRELIMINARY PLAT APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 434-227-5140 Chadoftesville, VA 22902 shimp-engineering.mm v GG� ~Z U JUSTINA; SHIMP No. 45183 w� O ��`yslONAL �1yG PRELIMINARY SUBDIVISION ALBERMARLE, VIRGINIA SLABTOWN MEADOW SUBMISSION: 2020.10.26 REVISION: FILE NO. COVER SHEET SHEET C1 OF C3 20.071 C1 x � X � I X x x X I x )x X x x x l 1 � \ x xXXXxx� x .Ill, ,�I(IIII \ x`-- \ ,X �X X X x \\ \ —max i X x�xx x � \ \ � \ � � x• x\ x x -+-��— I X \` ) / ✓/ I - 1 -- o ; x � x / x x X � I X � � �� �- ( � \ / /' � / \ � \��/X xx x/Xx X Xx x Ix X x xX X xX x X�\ 1 ' X _ %� 1 x x xX �x xK x x� X xx x xx x xx x xx x 1 ,/ Ix00 YR FLOODPLAIN x x - � / � 1 ,� I I ` 1 � / // X x x��* x ,X � xi'� x n --_ ��—' / / I I J I l // x x x X x x� x�/ IX x xc \\ I I\ X x x\ Xyy1-x\ X`��x x X x x I\� \\\ \ \\�`\ \\\\\\ \\\\`\� \ 1 \ \ x x x �\\\\� I \ � � x/ x \ x x x x x x x x x x x x -IL xTM�—SAC �7 x x x x x x x 4 E�N BUSH DEE BK PG 5�-00 35x X x x � / / X x x� x / x x x x X X x x x X x X � x X Y. x x x j/ X xx x x (x �x xx x x x�i\xxxx x \ x x x xxXX x xl x \ \I \\\ \\\ \\ \� x x x x x x x x x x x \ \ ` x / x x x x x x \ X x X / X( X x x x X x x / /� / � �/\�— � / -� x 'J � '� x X X x x ,� /x ��✓ /X X x X x X X 1 1` \ \ \ � \ \ x x X X X x �-*� x o`� x *�- x .� X x x X X x x X x x /� x x TMP-56-38 x x x J x x X -L x x x x x x x, /x x x ANDERSON, JOHN W OR AGNES J x x 0 r �x X DEEDBK PG 827 717 x x y (X x x �\ %/ \/ /l / f /x \✓x X x X X X x1X X x X �X X x X X x X X 1 X X 1X X x X XX ( k x X x X x x x X x �X x x X X x �X x ` I l� I \ \ \ l x x x x X x x x x x x X,��F x X x x (7.41 AC) R1 RESIDENTIAL X x x x X x x *t X X 11 11 I 1V\ x� X x x x x� r r X/ X x X * x x x X x x X x X \ x x I I, I I 0 E J WA\N!\ X X V x �-� � X X x/ + � X X� X C> X X X X x X X x � x I 1 I I S N, X X X X x X x x D 1 S 1 \ X X X x X X x ��X X X X �X \ x X X x X x x x X X X X x^ x XK \ X X\ I I� X �X x Xf X X x x X X x X OX X X X X, \ ,, �X x x X X xx X x x x i�x 3€fU �Ki X X x x x \ + X X x x E X \ \ \\ i x x X x x x x X x �J /// x x x x x x x x x x X 100 YR F�OODPLAIN X x / \- _ '� �// /�� x 0 X \ �� x �- x X X x X x x x x x x X x x\ x / x� , x X x X x x x x x x( X x \ \ \ X X x x � � x �' X x X X X x _ x x - * X X X X X X \ \\ x x \ X x �" x�r X x x x x x x x x X x x x x x x x x X / x x --- / x x x X X X x X x x x X x x X x s/ X X x x x x x X X X x X X X x x X /x x / x x x x 'F� x �' x X x\ x x — X x � x x - \\ x x X �y X X x x x X X x x� x X x x x X � X x x X x x X x X x X X x x x x ( Xn� x x X x X X -*" X X X x x x X � x y\ X ---- X x x�� X /x x X x X X y x X X \ x x %` x X '` x x x\ x `x-' X X X X X X X x X '` �' x X X � x X x X x X x x X X x x x X X �n x X X X x x X X x x X X X X X x x X X XX X x X X X \ \ \x\_ X 7" X X X X x XC X x x X X X � X X _ \ �—� Ir x X X X X X X XX X XX XX� �X XX X x -�\ \\ \� X X X x x X X x x X X x x j X x X\X\ x X X X X X t/ X x X X x X X X �✓ X X X X X\X X X Xx X X X �\ \ \� / x x X X x x X\ x X x X x x X x x x X x x x x x x x X x X X x X\ x x x X x X \ \ \ \\ \ \ \\ x X x X / X X x°X X x X x x x x x X x x X x X X x x X x x * x X x X x X x\ x x X x X \ \ \ \ X X X X X X x x X X X x X X x x X X X x X X X x X X x x X X X x x X X X x X x X X X x X x x X x X X x x X x x X X X x X X x x X X X x �\ X\ x \ X x x x X x x x X x x X X X x x X x X x X x X x x x x x X x Jx x X x x X l\ x -- \�x x x x x X X X X x x x X x x X X X x x x x x X x X x x x X X X \ x X x\ x X +� x X X X x x— x x X X \ \ X x x x X \\ \ X X xx�x x XX x x xx x x XX x x XX x x x XX x XX x -� x xX " \--- , - J X x x X X x X „ f X x x x X X x x x *\ �X / x X x x X x x * x x x X x x x / x X X x \ x x X x( X x X X X X x X X x �X x x6 x X x ✓� / \ X x� / / I \ _ X� ' X x x X X X x x x x X X x X �x X x x X X x X x x x X x X x X x x X X x x / x Y, X �✓�X x� x 100 YR FLOODP. AIN "'F `iX x �/—/x�__�— X XJ!('X X1 ` \ �` �-` / � —� r•' � i� --- \ \f X /Y'X x X �� X X X — �14D R ll❑ I Vf RO�ENBLUM i x /'�\35 5LxY. XI Xx X �l X\X GRIFFJ�'7JN N� / THE' Ilea— \ / , J� _ 4A5 8 8 s �wt-NCE-G4 N JQI� REVUSAC\�---__ / \ ETAL \D�D /PG 9 8//476 // / = T \ SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Flacused Engineering 912 East High Street Phone: 40 227-5140 Charlottesville, VA 22902 shimp-engineenng.wm ��TH OF look JUST slump�cRRo. 45183 r �w PRELIMINARY SUBDIVISION ALBERMARLE, VIRGINIA SLABTOWN MEADOW SUBMISSION: 2020.10.26 REVISION: FILE NO. 20.071 EXISTING CONDITIONS IME ME ME ME ME 20 0 20 40 60 ME ME ME ME C 2 Scale: 1 "=20' X x x x r� 1 I � I \ t \ \ i x x x x x x x x\ �/ I I �\ � \\ \\� l � / x ixx�x x Xx \ I X x x x x I\ 1 11 I, 1,\ -\ I /x /x x x y, x \ x M (I �I I I / \ , ( `,1 \ \, ;2�1*/ 1x xx 1xII.III I, \ /;�IXx(III\\rx X x x x X x x x x X \ 11 ^ \ x /xkkk \ I x xx x xx x xx x 100 YR FLOODPLAIN / x x x xX X- x x Ix\ x x `x x x x x x x\\,\ \\�\\ \\\ \ I I I\ /� i \ _� / I I 1 I I /x x/ X x�X x �1 J x- x X x x _ x \\ \ \\ \ \\ \\ �\ \ / / x x X x xx x x x X x x X x xx x \\ \ \\ \\ \ 1 1 \ J� / / I j f l xrl xx xxx`�\ 1x\ \x \\ \ \\� x X x x x x x xl x x x X X\ X x x x i x x, \, r x 1 x r x x Jx X x 1\ \ 1 Y. x x x x\ x x x1 xi x x X X x + x \/ XX x X Xx�x X xx x x XX xx xx xx x x xx XXxxxx x Y. x �f X xTM�—SAC �C7 x � X x x x X x x � \�E\ (%SH, WIkLI�M 4 E�N BUSH X x x x X X x x x x x DEE BK- PG 5K( 35x x/ / x\ \ \ \ \ x x X x x X x x x X x X x j/ X x x x x x x x x / _ / Y x x/ x x x x x X x x * x x x x x x \ X \x X X x x x xl x ) \ x x x 1 \ x < x x x x -� x x X x x 1\ \ x/ \ X / 0, x IYLx x / � x( x X x x x X x x � x X x x x x x x x X X - x / x x xv *_* x x x x x r' x x x x x TMP-56-38 x x x \ l f l \\ \ x X x x x �— x x � x xx x� x x°xx x X x ANDERSON, JOHN W OR AGNES J X X X X / X\ X x 1 r DEEDBK/PG 827/717 i x x x� x x � -�\ I x X x x �� x x x x 7.41 AC R1 RESIDENTIAL Y. X I 11 \ \ 1 X X x x x x( ) x x x x x x x *t x x 1 o I I I li I 1 I E J S4CA-WLSON\ -- J WW X x x x 0 � \ C, x X x x x x X x x '1 X x S N, \ — Naomi X x x x x x x x k x x x j I D x �x X x x x X x x x X \ x\ I I I \ �D ED\B X X X \x x x x X--- \ xYL x i� x. ;c p X X X X x\ x x x x x x x 100 YR FLOODPLAIN �--�� x x x x +� x x x x x 'x x x x x X X ma x\ x \\ \ — — \ // \j X x x� �p X x x X x x fi \x 1 \ \ \ —_ \� /� /% x X x x x x x xx�� �X x x QQ x X x x x x x X X X x� x x X x x x X x x X X x x 3 x x x �/� _ �= — \� x x x \ x X \x �x x � x X x x x x X-� x X x x X x xX x x x X / x/ x Xy X x x f x x x X X x x �� x x x x x X x x �' X X X X X X ^ X x x X x X X X X x X X X X X x. Xg X X X y x x X1X +� �\\ _—�_�\ I, X x x X x x X X X Y. X X Y. x s4. X X X X I x X x X X X x x X X X X x X x X X x X X X\5nF x 80' X� BOX �� X x X X c x xx x x X x X x X x �Zo' PEAIX x X x x X X x x\ -g— 1 a w x X .xy- \ x x &TRACK X X X SEiB NC x x x X x x x xr� E x x x x x x x �� \ x x x xX x x x '` x x EN �' .�' x 1 x X \ \ \ \ X x y� 5 X X x x �` x I x x x x x x x � x X \\\\ X% X X fv X x x \ /x x X x x x x x X x X x x x �X X x WIDE k LEY X X x x�x x y \ \\ \\ � x X X � x x x x .F �—. ;c X 14, �,pE N- x x x x x x x x x x �) \ � \ i �y I PI9E v--- �/ x /i �� i/ � x� X J y /'\ � �. X X X x x x x X X � X x X x x p• `MOE x X x X ,I� , 1 . \ X i. /i/_._ �� �— /� / Il! y LOT 1 x x x x X X x J ,�\\\'�..X m l \I 25215 SO FT \\ x X xx\� m \ / i X X D 6B/� f644 X x x: \ �x x x X ix \ x Y\\ x ^\\ �..1.. � i SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 40 22]-5140 Charlottesville, VA 22902 shimp-engineenng.wm �jNLTH OF to,0 JUS'TV& SlumpUe.Wo. 45183 r �w x� 100 YR FLOODP, AIN x \ _ , ��C� \\' \ \\ �� \��>- X \ \-- / 3 r X �Oj o — ea 3 0000 c x� x PRELIMINARY SUBDIVISION T ��j \\ — — \ �\ �\ --- ', 2 F x x xx X X x x XX\ x: \\\ \\\\ \\ �/ ) I LOT 8 I / I \ x X x X� ALBERMARLE, VIRGINIA ea 3 SQ FT . / �� \—x X �� x x x 0400 _ `- x .X x\ X SLABTOWN \ x� x X x x xx x X x\ `\ LOT 2 L LOT 3 I LOT 4 i LOT 5 I LOT 6 j 1 T 7 i 20400 $' '�� 'ri _\ \ X X X xL x x x� x x LOT i— \ x x x ��\ — x \ �; 20000 SO FT 3 20080 SQ FT 20 00 SQ FT cK �'� Xc� x x MEADOW �14D �-- x x X x l 20350 SQ 20000 SO j 20130 SQ FT I Vf RO�ENSLUM I _ ;BK� ` \' ElDB 35 5 X ^ Jl� \ / �� — \\\ \ i \ \ x xwz x \^\J i , -56-1 \\\ \\\\ \X�� xxiX x XU� xx x xx X SUBMISSION: ` \ �'�\ "� �-l' �'� _ -__ /ice' \�� 1A� RO ` \ \\\x\\ X y' x x 8\ \ \ x A x 2020 10 26 — -- — — — xX x REVISION. GRIFFJ�,'LAW N B / —may_— _--_ r f-- t— -- ----_ — / \ \ \ \ \ \ i x ✓/� THE J NT'R \G&FF\Tft�-- �� — ---- -- —_--- _ ` \ \ 1 i 1 1 n \ \\ \\ xtl�x X x-X_ _ ABLE, I G / / /DD / G 9 8 �/' ' —�\ -\ 56 144\ ----------� � OKA��g1415 —c----------� ---- �x X —�\� S�tgWkENCE G NFFS—------_ \\� %---------- _i Ti�P ifs fi�6 \\11\1 IETAL� x FILE NO. 20.071 t \om —�� \\ \\ \ \�\\\\ \ , _ PRELIMINARY PLAT IME ME ME ME ME 20 0 20 40 60 ME ME ME ME C 3 Scale: 1 "=20'