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Home My WebLink AboutSDP201900030 Plan - Submittal (First) Initial Site Plan 2019-05-20 (3)EXISTING NEW DESCRIPTION boundaries d,5" BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACANT PROPERTY LINE ---- -- ---- -- BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT site text NOTES 10 PARKING COUNT 1.00' i DIMENIONS ground GRADING EASEMENT ----.a`i -- 10 INDEX CONTOUR 12 INTERVAL CONTOUR V7 i 11.5 y al 57 X SPOT EVELVATION 311. 5 _1 i C x 57�X TOP OF CURB ELEVATION 31.1.5-iJ''IN x 57mx TOP OF WALL ELEVATION `1'1.5 i12W x 5711' Bw x BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS building m �m BUILDING - ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE -_ F--- ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER A CG-12 STANDARD ACCESS RAMP SIDEWALK - BIKE PARKING ----- PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING material CONCRETE/PAVEMENT-SIDEWALK RIPRAP �=--? ASPHALT w m GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE ___ �........ , STREAM utility UTILITY EASEMENT UTILITY POLE LIGHT POLE -- - ------ ---- OVERHEAD UTILITY MANHOLE sanitary & sewer STORM LINE C - ROOF DRAIN 0q DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT STORM SEWER EASEMENT SEWER LINE SANITARY EASEMENT water WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT qas GAS LINE NOTE: 1, THE SIZE OF THE SYMBOLS MAY 'VARY FROM WHAT IS SHOWN. Albemarle Land Development, LLC 1949 Northside Drive Charlottesville VA, 22911 DEVELOPER Albemarle Land Development, LLC 1949 Northside Drive Charlottesville VA, 22911 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING R-15 Residential SETBACKS FRONT MINIMUM: 5' from Right of Way FRONT MAXIMUM: 25' from Right of Way SIDE: 10' Building separation unless the building shares a common wall REAR: 20' Minimum MAXIMUM BUILDING HEIGHT: 45' or 4 stories BUILDING STEPBACK: For each story that begins above 40' in height or for each story above the third story, whichevelr is less, the minimum stepback shall be 15' MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 5154/753 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, INC. April 15, 2019 BENCHMARK Datum for topography is NAVD 88 FLOODZON E According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0145 D) this property os located with "Zone X" (unshaded). Area of minimal hazard. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This site is not 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 cnbtained 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 111. 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. a k d EXISTING USE Single Family Residential PROPOSED USE 59 New Townhouses Maximum Disturbed Area: 5.47 AC LAND USE SCHEDULE EXISTING Area % Building 953 SF 0.3% Pavement 0 SF 0% Sidewalk 0 SF 0% Open Space 316,599 SF 99.7% Total= 317,552 SF (7.29 ac.) PROPOSED Area % INITIAL SITE DEVELOPMENT PLAN TOWNHOUSES NORTH Building 46,560 SF 14.4% Pavement 53,749 SF 16.9% Sidewalk 15,276 SF 4.9% Open space 201,966 SF 63.7% Total= 317,552 SF ("7.29 ac.) PARKING SCHEDULE Required Parking: Each residential townhouse lot has 2 parking spaces. One garage space and one driveway space at least 20' in length. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Louisa County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on 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. 1 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. ITE Trip Generation AM PM Use Description ITE Units in out Total in out Total Multifamily Housing Lowrise 220 59 0 25 35 23 17 40Total 59 35 40 Trip generation reflects AM and PM peak hour traffic. TAX MAP 32A, PARCEL 2-2 VICINITY MAPSCALE : 1"=2000' dt, 7!5 F F � 08 M, t SITE 01 k, SHEET INDEX C1 COVER C2 EXHIBITS C3 EXISTING C4 SITE PLAN C5 GRADING PLAN C6 EASEMENT PLAN C7 LANDSCAPE PLAN C8 SITE 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 HIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.GOM 0 LA u Jus'p HIIVIP �15 183 SITE DEVELOPMENT i PROFFIT ROAD TOWNHOMES NORT-■ ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.05.20 REVISION: 9 ~ '~ T.M.413 U413 6,�( It IP 515.0 91 Nl �2A-�-1B SOUTHERN STATES CMARLOTTESYZLLE COOPERATIVE, INC.. D.B. 1961-245, 250 PLAT FOUND 4 J 90 -IRON SE 51 MARKER Dense 'frees // / � 54D.7 )( HEAMBTONES " | / ' ---- | �� / / T'M' 32-30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVZLLE O.B. 4857-252 PLAT \ \ / ' - / / -~ D. B. 1125-111 - | / / � ^ / ~--- � � / ' \ \ ' / ^ '' O B 972-447 PLAT ��AL3 \ | ' � ' / ,^ ' ' / 4\ > ! Zlv ~2~ ' X / / / / > / / / / \ ' , ~ ~ / / / IRON }{ / / / � / / /� / // \ ^ /UeOse// |re6s \ \ �� __ ---- **cm�— \ �-~- /^ //� /-- ~---------- 41-4 04u POLE OFftr Dense Trees OW u pp X/ �- AT- T ---- �B2 ~30 ^4 4 �U---~~~~-+� MARKER HIMF� ��0�N�-,00�N�~ �� |� @�� E RI N G 2- LAND PLANNING - PROJECT MANAGEMENT 91oE,HIGH uT� 434.227o140 SITE DEVELOPMENT PLAN PROFFIT ROAN TOWNHOMES NORTH /��K��[�(lUK�YU1��|N|� ^ ._^~^-..' . ._.- COUNTY, . .. ``~"`"` �U��0U��|(l0' --------'- ��480�� |�.W�.�W REVISION: ��'U��~U�� ~��0��U�� ~��U��8KU�� CONDITIONS N�� 30 0 30 60 90 k PIPE ` i r FOUND , TW ,. ePond z -Stormwabery , '' tom, .._ __,- _._ ,• . � ', ,` .,, w.Retaininq WaII_ tj _ 'mac .......... Y - L.=' -.✓' \ '• .,,, " ,...• `ti -`"` '. \ 'tie '., ._ _ . \ ......... is r::.. TW 496•-. \ � r ew Culvert , �• ew DI ` - 4 T.M. 32A-2-1Bhi SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE. INC. D.B. 1961-246, 250 PLAT mar. a`l '` ,I tnUI _.. FOUND IN STUMP ; HOLE z ff f _ II Aii ,'T0NE5 l _ ' f ' T . M . 32-30 Yy r THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE " D.B. 4957-252 PLAT ` Q) D.B. 1125-111 D.B. 972-447 PLAT ' F1t�-ADST0NE S ✓' % IRON „ •_ `.'^, / . 4 . ,1 jj � f � � 7 � t �. l� I � . "y` �� I r d � �t .,u .... _..t .- _. _� .v , °`"''� f LOT LOT � � � ` `may t � f , � 1 / r � `�, LOT 4. w y--� L 10 t U.C. 3 4 j � 1, LOT �o .................. ..... .. ..... .. ...... .. .�,'�' _ _ _ ti 532.5 j :.. -- 6 `LOT .. ............. ........ ��' �-«.. _• ' , �4r~ '"' ..' � j �j'- 3,2 ,..�1 ! ! . y i �_'' rt.�j� F � f j n 10 .....�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. �.�.�.�.�.�.�.�.�. .... � ..� - .?+ f�' t=' r � ;. :/ �Y '^� f,.•✓ r�2� r�Na 1` ,r; r`y �1 �,r" s� ..:. ....... ........... ..to be .LL . . merge iiz reemses r encY �• U.C. 30 1 30 .i •i Scale: i ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLEVA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NI TFI Olt, L JUSTI HIMP 4�183 , Ss -[OVAL C,Cs�'. SITE DEVELOPMENT PLAN TOWNHOMES mw NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 201 -0 . 0 REVISION: =1 SITE, UTILITY a GRADIN P I