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HomeMy WebLinkAboutSDP201900037 Plan - Submittal (First) 2019-06-03INITIAL SITE DEVELOPMENT PLAN FOR EXIST LEGEND NEW DESCRIPTION X 19 TC TOP OF CURB ELEVATION SPOT ELEVATION • I Tw TOP OF WALL ELEVATION x I ew BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER Po ROOF DRAIN SEWER LINE WATER LINE r__A5 GAS LINE "ir OVERHEAD ELECTRIC WIRE USE UNDERGROUND ELECTRIC �nT OVERHEAD TELEPHONE LINE T UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK x r PARKING SETBACK (� .§§? t� DRAIN INLET �(DI) ® 0 STORM/SANITARY MANHOLE �.. [ PLUG ISIWV WATER VALVE & BOX 46- FIRE HYDRANT ®„ WATER METER N 0o CG-2 CG-6 LIGHT POLE UTILITY POLE SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM INTERVAL CONTOUR INDEX CONTOUR STANDARD 6" CURB COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP s AS PHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND @ io PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 25 I I AVINITY DRIVE 5DP201 9 TMP 09000-00-00-035LO 5COTT5VILLE MAGESITERIAL DISTRICT VICINITY MAP: SCALE: 1 "=1 ,000, 0 IMAGE PROVIDED BY ALBEMARLE COUNTY GIS GENERAL CONSTRUCTION NOTES I. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (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 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 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat 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 otherwise 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 AND 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. ALBEMARLE COUNTY, VIRGINIA OWNER / DEVELOPER JAMES ROGERS MOSS 1799 AVON STREET CHARLOTTESVILLE VA, 22902 MAGISTERIAL DISTRICT SCOTTSVILLE DEVELOPMENT AREA NEIGHBORHOOD 4 OF SOUTHERN URBAN NEIGHBORHOODS ZONING PRD- PLANNED RESIDENTIAL DEVELOPMENT - ZMA201600022 APPROVED ON MAY 15, 2019 - A SPECIAL EXCEPTION WAAS APPROVED WITH ZMA201600022 TO MODIFY THE MINIMUM SIZE OF THE PRD TO ALLOW THIS 0.91 ACRE SITE. SOURCE OF TITLE DB 1942 P 341, DB 387 P 102 0.910 ACRES TOTAL SOURCE OF DATUM NAVD 1988 SOURCE OF BOUNDARY & TOPO BOUNDARY AND TOPOGRAPHIC INFORMATION IS PROVIDED BY COMMONWEALTH SURVEYING, LLC. SUPPLEMENTAL BOUNDARY, PLANIMETRIC, AND TOPOGRAPHIC INFORMATION FOR ADJOINING PARCELS IS DOWNLOADED FROM ALBEMARLE COUNTY GIS DATA ALONG WITH DIGITIZED DATA FROM APPROVED DEVELOPMENT PLANS FOR AVINITY SUBDIVISION. EXISTING USE SFD RESIDENTIAL PROPOSED USE 24 MULTI -FAMILY RESIDENTIAL UNITS - 18 TWO (OR MORE) BEDROOM UNITS - 6 ONE BEDROOM UNITS NOTES PER ZMA201600022 1) Landscaping and screening on site shall meet all requirements of Section 32.7.9 of the Albemarle County Zoning Ordinance. 2) Parking shall meet the requirements of Section 4.12 of the Albemarle County Zoning Ordinance. 3) Stormwater management facilities shall be located under the parking area. Stormwater facilities shall not be located in land contributing to the required open space per Sec. 19.6.1 of the Albemarle County Zoning Ordinance. Exact location and design of stormwater management facilities shall be determined during site plan review. 4) Building setbacks for this application shall be as shown on this sheet. Setbacks in Note 6) may be modified to accommodate landscaping. 5) Building heights shall be limited to 3 stories. 6) Setbacks: Fron t: 15' Side adjacent to PRD zone: 5' Side adjacent to low density residential: 10' Rear: 20' 7) 20% of the units built will be designated as affordable for a period of 10 years from the date of issuance of certificate of occupancy. The units will rent at a rate set by HUD -published Fair Market Rents, making the units affordable to those earning up to 80% of the area median income. The property owner shall maintain records documenting the household income of the occupants of the affordable units; and upon request by the County, the property owner shall provide the County with these records. 8) Large shade trees required to meet landscaping requirements per Section 32.7.9.5 of the Albemarle County Zoning Ordinance shall be planted outside of the electrical utility easement located at the front of the property. 9) If the owners of tax map parcels 91 A-57 and 91 A -A would prefer landscape screening in lieu of the 8 foot proposed fence, then TMP 90-35L shall provide landscape screening in accordance with the Zoning Ordinance. If the existing fence on tax map parcel 91 A -A is removed, the owner or ownership entity (the "owner") of TMP 90-35L shall construct a fence on TMP 90-35L to provide screening in addition to the landscaping. The fence shall be a minimum of 8' in height on the eastern side of the parking lot and the southern most portion of the fence shall be a solid material. The owner shall construct the new fence within 90 days of removal of the fence on 91 A -A. SETBACKS (PER ZMA201600022) Front: 15' Side adjacent to PRD zone: 5' Side adjacent to low density residential: 10' Rear: 20' BUILDING HEIGHT THE BUILDING HEIGHT SHALL BE LIMITED TO 3 STORIES. WATERSHEDS THIS SITE LIES WITHIN THE MOORE'S CREEK WATERSHED. PARKING SCHEDULE REQUIRED PARKING: Number of Parking Bedrooms - /Unit Spaces/Unit No units f 500 square feet or less D Six (1) bedroom units 9 Eighteen (2) or more bedroom units 36 Total parking required 45 spaces PARKING PROVIDED: 9' x 16' spaces 44 9' x 18' spaces (including 1 HC space) 2 Total parking provided 46 spaces TRIP GENERATION AM PM Use Description ITE Qty in out Total in out Total Apartment 12201 24units 4 10 1 14 10 7 17 LIGHTING NO OUTDOOR LIGHTING IS PROPOSED WITH THE INITIAL SITE DEVELOPMENT PLAN. FLOOD ZONE FEMA FLOOD INSURANCE RATE MAP (COMMUNITY PANEL 51003CO407D), EFFECTIVE DATE FEBRUARY 4, 2005 SHOWS THIS PROPERTY WITHIN ZONE "X" AND NO PORTION OF THE PROPERTY WITHIN THE 100-YEAR FLOOD PLAIN. UTILITIES THIS PROJECT LIES WITHIN THE ACSA JURISDICTIONAL AREA FOR BOTH WATER AND SEWER. AN EXISTING WATERLINE AND EASEMENT ARE LOCATED ON AVINITY DRIVE AND ACROSS THE ADJOINING OPEN SPACE OF THE AVINITY SUBDIVISION. AN OFFSITE SANITARY SEWER EASEMENT WILL BE PROVIDED FOR REVIEW WITH THE FINAL SUBDIVISION. UNDERGROUND STORMWATER DETENTION IS PROPOSED FOR THIS SITE. THE GENERAL LOCATION AND DESIGN OF THIS FACILITY IS SHOWN ON THIS PLAN. THE FINAL SITE DEVELOPMENT PLAN WILL HAVE ADDITIONAL DESIGN DETAIL AND CALCULATIONS FOR THIS FACILITY. THE APPLICANT INTENDS TO PURCHASE NUTRIENT CREDITS TO SATISFY REQUIREMENTS FOR POST -DEVELOPMENT STORMWATER TREATMENT. STEEP SLOPES NEITHER PRESERVED SLOPES NOR MANAGED SLOPES ARE PRESENT ON THIS PROPERTY. FIRE PREVENTION TWO EXISTING ACSA FIRE HYDRANTS ARE LOCATED NEAR TO THE SITE. ONE IS LOCATED ALONG AVINITY DRIVE, APPROXIMATELY 50' FROM THE PROPERTY AND THE OTHER IS LOCATED ACROSS AVON STREET EXTENDED, APPROXIMATELY 75' FROM THE PROPERTY. SHEET INDEX C I - COVER SHEET C2 - EXISTING BOUNDARY $ ZONING C3 - EXISTING CONDITIONS C4 - SITE PLAN C5 - LANDSCAPE AND UTILITY PLAN LAND USE SCHEDULE AREA OF SITE = 39,645 SF (0.91 AC) Land Use Schedule Existing SF AC % Building 1,010 0.02 2.5% Sidewalks I Concrete 0 0.00 0.0% Pavement 159 0.00 0.4% Impervious Area 1,169 0.03 2.9% Tu rf 38,476 0.88 97.1 % Woods 0 0.00 0.0% Tota 1 39,645 0.91 100.0% Proposed SF AC % Building 8848 0.20 22.3% Sidewalks f Concrete 31668 0.08 9.3% Pavement 14603 0.34 36.8% Impervious Area 27119 0.62 68.4% Turf 12,526 0.29 31.6% Woods 0 0.00 0.0% Tota 1 39,645 0.91 100. 0% 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. 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FF r 'j�Tllj - � 0 i a 5 , ��-) JUSTI HIMP ol Li c.4$4z5 1 8 3 - t - I 0 * 'o T I WMA mi ftl, 4H HM rid ?s JERRY SR OR LAURA J MOSS TMP 09000-00-035AO ZONED Rl DB 541 PG 642 SINGLE FAMILY RESISENTIAL 0 u Jus T 'I HIMP Licc.o. 45183 = z --- ----- --- J, I Ji U LU .. .. ...... A,�Vl. R: % 'N" ....... N"M.-N % V-1 —n D 01 J �4- -�,V 4 -, 9r.- Of 51e 'N AA� iyv —A. �4: g� N :Z, 7 'A6, V !P"w maw'-, KI At4w 0-0 W-1 ',7 Z y .......... . .... . q ;r --- ------ - y .......... . . . . . . . . . . 4f AVON PROPERTIE C f-00-00-0��. TMP 091AO -0, 0 Four Street Trees proposed: ZONED PRD 1 large shad LS 3 medium shade trees (MIS) OPEN SPACE B F. ............ L S la, VO Lon 3 Large Slhade Trees Medium \S hade Tree4l, 56' x 84' Ms �7- 4,704 sf per floor 58' x 56' courtyard 3 stories 12 residential units 56' x 74' oor fin. floor elev. 538 4,144 sf per fl 3 stories 12 residential of nits fin floor olev. '536 8) §CREENIN�G NAS KAITLIN E HOY-" L1/41 U- 1w AO-OO-Q "05700 z ONED �RD SING 'E-FAMILY ATTAGHE�D L S im FLOW anholq pop= OJT M 15 LScreen n �iarklfnq Are -7 f 'an 2 Screen Trees (ST)z a -S h—r S S EDWIN BARBOUR SCREENING I -SS 9 FEN CE A creening proposed: (3) Parkin rea 000-00-035GO ST '2-- Screen Tree� (ST) and —4'Screen E ;�rubs (SS) ,,0&54T-�PQ,.R A ------------ D u m p s -F& Ar S LY E -ez Screenin NTIA�� F I Wi SR OR LAURA J MOSS propose JERRY 2 Screen Trees (ST) and TMP 09000-00-035AO 8 Screen Shrubs (SS) ZONED R1 DB 541 PG 642 connect to existing sanitary 0 in leasement adjacent t SINGLE FAMILY RESISENTIAL 2148 Avinity Loop U JUSTI AHIMP > Lie $45183 F4 M N 0 0 N E 0 11111111 W. M- -