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Home My WebLink AboutSDP202000001 Other 2020-01-02INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - ADJACENT PROPERTY LINE �- BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 31 1 , 5 x �n SPOT ELEVATION 311.5 TC x�mO TOP OF CURB ELEVATION 31 1.5 TW x� TOP OF WALL ELEVATION 311.5 B W x� 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 X X FENCE UTILITY UTILITY POLE m m GUY WIRE oHu oHu OVERHEAD UTILITY UGu UGu UNDERGROUND UTILITY STORM O O STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY O O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER 0 WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OUR NEIGHBORHOOD CHILD DEVELOPMENT CENTER OWNER Dettor, James A. or Peggy W. 1395 Stony Point Road Charlottesville VA, 22911-3501 DEVELOPER Our Neighborhood Child Development Center 2110 Ivy Road Charlottesville VA, 22903 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING Existing: R-1 Residential Proposed: C-1 Commercial with Proffered Conditions ZMA2019-15 MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 3713/419 SETBACKS FRONT MINIMUM: 10' from Right of Way FRONT MAXIMUM: 30' from Right of Way SIDE & REAR MINIMUM: 50' from Adjacent Residential District SIDE & REAR MAXIMUM: None PROFFERED SETBACKS: Proffered setbacks affiliated with ZMA2019-15 allow for existing buildings to be repurposed and remain in compliance with proffered setbacks; existing building is 179' from front property boundary and 3.6' from rear property boundary BUILDING HEIGHT Existing buildings to be repurposed. Maximum height: 20' SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, December 10, 2019 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), this property is located within a one AE 100-year floodplain. 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 public sewer and by private well. 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. 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. EXISTING USE Single Family Residential PROPOSED USE Child Day Center LAND USE SCHEDULE EXISTING Area % Building Pavement Sidewalk 6,705 SF 30,411 SF 1,713 SF 4.3% 19.5% 1.1 % Open Space 117,116 SF 75.1 % Total= 155,945 SF (3.58 ac.) PROPOSED Area % Building 6,705 SF 4.3% Pavement 27,978 SF 17.9% Sidewalk 1,970 SF 1.3% Open space 119,292 SF 76.5% Total= 155,945 SF (3.58 ac.) PARKING SCHEDULE Child day center: 1 space per 10 children enrolled, plus one space per employee; 70 Enrolled Children + 25 Employees = 32 Spaces Required Maximum Allowable (Additional 20% More Than Required) = 38 Spaces Parking Provided = 38 Spaces LIGHTING No fixtures exceeding 3,000 lumens are proposed. 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 Albemarle 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. 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. ITE Trip Generation AM PM Use Description ITE Qty In Out Total In Out Total Day Care Center 565 70 29 26 55 27 30 57 TAX MAP 78, PARCEL 58 K ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 °=2000' AkaoZonu We? 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��,I�ALTH OF O L O v JUSc. 0"IMP H �.45183 4� I SSIONAL INITIAL SITE DEVELOPMENT PLAN OUR NEIGHBORHOOD CDC ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.12.30 REVISION: FILE NO. COVER 19.064 C1 0 0+ + EXISTING ENTRANCE TO BE CLOSED PORTION OF EXISTING FENCE TO BE REMOVED TO ACCOMMODATE ENTRANCE EXPANSION IS, AP OXWATE LOCATION OF EXISTING L GE SHADE TREES TO REMAIN 0 OPT +0\ 0 AF 0 CD 198.63' N, N, Js8' 06, N, N45 38'44E 50.93' + Y.. EXISTING SHRUBS STEEP SLOPES: PRESERVED a ""P 65 TOi BE REMO/VED F 0 LOCATED OFF SITE EN/'TRANCE ECPAN UGU ucu - uw- -01 APPROXIMATE LOCATION OF Wm' 4- EXISTING TREEUNE TO REMAINI \ a I _ - + SSMH 54 CO X Q, <\ Spt6&ETE LID 1Z X X \EXST�NG \1 J X WO D R E _rNN I N G W\A L S A- Q) X 6/ \+ A 1Z 4- C� 4- X + 10 0c, X X X 4- V X + X X 0 APPROXIMATE LOCATION OF EXISTING TREEUNE TO REMAIN N GRAVEL TO BE RE OVED BOUNDARY LINE TABLE Line Direction Length Ll N 38034'08" W 20. JO' L2 N 67007'29" W 46.23' LJ N 25046'49" W 20.34' L4 N 57015'52" W 50.65' L5 N 75055'41 " W 21.43' L6 N 49016'52" W 35.61' L7 N 61013'20" W 34,80' L8 N 47044'31 W 33.83' L9 N 66011'21 W 11. 6 3' LIO N 56057'35" E 7.01' L11 N 49058'00" E 41. 0 7' 'x 0 CD IRV IF ��P S H 35.38' N 705, 36"W 30 0 30 60 90 ��754 97-16' Scale: 1"=30' Im ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM '�NLTI OP C 0 � J� Jus HIMP > �co. 45183 ACINAL INITIAL SITE DEVELOPMENT PLAN OUR NEIGHBORHOOD CDC ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.12.30 REVISION: FILE NO. LOYAT00 EXISTING CONDITIONS & DEMO C2 APPROXIMATE LOCATION OF EXISTING TREELINE TO REMAIN REPLANTED NATIVE MEADOWLANDS 30' FROM STREAM TOP OF BANK EXISTING 2249 SF B U LD N C CONVERTED TO CHILD DAY CENTER EXISTING 4445 SF BUILDING CONVERTED TO CH LD DAY CENTER HIMV ENGINEERING LAND PLANNING • PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM jNLTH pA O� v ��c. HIMP o.45183 o �ONAL INITIAL SITE DEVELOPMENT PLAN OUR NEIGHBORHOOD CDC ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.12.30 REVISION: FILE NO. WI 5 19.064 W W W w W W W W W W W A W y W y W y SITE & LANDSCAPE PLAN APPROXIMATE LOCATION 0 EXISTING TREELINE TO REMAII- y 30 0 30 60 90 Scale: 1 "=30' C3 AO �` I I -_ - ----_----/'\� 565' — ----- _— I \ �-- l I\ \ \\ `\ =----- ---------------- -------- _ ----- — --------------------- /I /--r------ — r------- -- S � --- --------- --- 77-7 -- 1-----L——r-------- 1 mrc -mil - r--- I -+-- 11 SIGHT DISTANCE EXHIBIT: DESIGN SPEED 45 MPH HIMP ENGINEERING LAND PLANNING • PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��ALTH pF O � v JUS HIMP C. o. 45183 o � IONAL INITIAL SITE DEVELOPMENT PLAN OUR NEIGHBORHOOD CDC ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.12.30 REVISION: / FILE NO. 19.064 GRADING & UTILITY PLAN - _ SIGHT DISTANCE EXHIBIT 30 0 30 60 90 Scale: 1 "=30' C4