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HomeMy WebLinkAboutSDP202000055 Plan - Revision 2020-07-15 (2)VICINITY MAP: SCALE: 1 = 1000' SITE BF #2 D .eL .� F�lr�i�}Je C, QGry� r 77�240 ©� GolfDr2_ S�SLt`,ok �� \\ t�` �- ow.cr-a.ss_s_ pVon a�e�fhr j d©r �,r 4jIv `� '`--�� y,Ct 7�UWS"i ,rasa N\e �1sha Qate Ln O BiownsviIle -A JS u O ROUTE 250 Rs 91 GENERAL NOTES: T.M.P. 55EO-01-Fl OLD TRAIL MEDICAL OFF CES MINOR SITE PLAN AMENDMENT SDP2020-XXX AMENDMENT TO SDP2013-00011 PERFORMANCE STANDARDS: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL ENSURE THAT HIS/HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND/OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM/HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. 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. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 22. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS. 23. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 8' X 18' AND ADJACENT TO 8' X 18' PAINT -OUT AISLE. 24. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 25. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 26. PERPENDICULAR PARKING TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE AN OVERHANG IS POSSIBLE. 27. PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 28. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.. 29. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 30. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 31. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, 32. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. 33. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. J U N E 11) 2020 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM. 36. ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. 37. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS. 38. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 39. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. 40. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 41. ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 CONTRACTOR 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. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 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 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE 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 REGULATI ION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 11. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. 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). STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. TRIP GENERATION ESTIMATES: CODE LAND USE UNIT OF MEASURE AVG. WEEKDAY WEEKDAY PEAK HOUR SATURDAY SUNDAY (SQ. FT) TRIPS AM I PM 720 MEDICAL -DENTAL OFFICE (TRIPS/1,000 SF GFA) 10,500 TRIPS GENERATED (50/50 SPLIT ON ENTERING/EXITING; VPD = 34.8 3.53 4.1 8.57 1.42 365 37 43 90 15 365 37 1 43 90 15 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 APPROVALS PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT VIRGINIA DEPARTMENT OF HEALTH PROJECT DATA: ZMA PROFFERS EXISTING CONDITIONS/DEMOLITION PLAN LAYOUT PLAN GRADING & UTILITY PLAN DETAILS LANDSCAPE PLAN PHOTOMETRIC PLAN AND DETAILS DEVELOPER TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CROZET, JOHN THIER (JOHN@TURNER-ENTERPRISES.COM) OWNER: RUTHERFORD HOSPITALITY, LLC 330 CLAREMONT LN CROZET, VA 22932 CONTACT: DAVID HILLIARD(DAVIDHILLIARD@LODGEATOLDTRAIL.COM) TAX MAP / PARCEL #: TAX MAP 55EO1, PARCEL F1 (BLOCK 2) (DISTRICT CT5) PROPERTY ADDRESS: 330 CLAREMONT LN PROPERTY SIZE: 0.811 AC. ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) (BLOCK 2) (DISTRICT CT5) (ZMA2008-00005 APPROVED WITH PROFFERS 09-14-2005 BY BOS) PREVIOUS SITE PLAN: SDP2013-00011: RUTHERFORD HOTEL MAJOR SITE PLAN AMENDMENT (APPROVED 02-05-2013) MAGISTERIAL: WHITE HALL COMPREHENSIVE PLAN: CROZET - URBAN DENSITY RESIDENTIAL EXISTING USE: VACANT BUT APPROVED FOR 52 ROOM HOTEL AND 1,900 SF RESTAURANT PROPOSED USE: 10,500 SQUARE FOOT OF GENERAL (MEDICAL) OFFICE PERMITTED DENSITY: - - 18 DU/ACRE WITH MIXED USE - 0 80,000 SF OF NON-RESIDENTIAL DRINKING WATER SOUTH RIVANNA RESERVOIR WATERSHED: DAM INUNDATION ZONE: NO PROFFERS: YES, SEE SHEET 2 WAIVER/SPECIAL NONE EXCEPTION REQUESTS: LAND -USE BREAKDOWN: IMPERVIOUS AREA: SF AC % BUILDINGS: 10,5001 0.24 30% ASPHALT/CONCRETE AREA: 16,6001 0.38 47% PERVIOUS AREA: 8,327 0.19 24% TOTAL SITE ACREAGE:** 35,327 0.81 1001%, SETBACKS: O' PARKING SETBACK 0' FRONT SETBACK (8' MIN. BUILD TO LINE) O' SIDE/REAR SETBACK HEIGHT OF STRUCTURE: AVERAGE HEIGHT ALONG GOLF DRIVE = 14.2' AVERAGE HEIGHT ALONG CLAREMONT LANE = 15.3' (SEE TABLE BELOW) Spatial Enclosure Ratio Proposed Total Distance Building (a) Neighboring Average Spatial Right of Setback Build To Between Buildings weighted Building (b) Height Enclosure Road Way (ft) Line Dimension (ft) (ft) (as shown) height weighted height A+B Ratio Golf Dries 63 0 min, 8 ft max 75.5 14.2 24.1 19.2 1: 3.94 Claremont Lane 60 0 min, 8 ft max 60 15.3 40.0 27.6 1: 2.17 Notes: 1. Access to the Lodge at Old Trail via private drive, not public ROW 2. Per Code of Development, maximum spatial enclosure is 1:2, minimum is 1:4. PARKING REQUIREMENTS: 1 PARKING SPACE/ 200 SF OF NET OFFICE 10,500 SF X 0.8 = 8,400 SF NET OFFICE SPACE 8,400/200 = 42 PARKING SPACES REQUIRED (2 ADA SPACES REQUIRED) PARKING PROVIDED: 44 SPACES PROVIDED (2 ADA SPACES PROVIDED) LOADING SPACE: 1 LOADING SPACE REQUIRED AND PROVIDED RECREATIONAL AREA: N/A PUBLIC DEDICATION: NONE LANDSCAPE PLAN: REQUIRED BY SECTION 32.7.9 OF THE COUNTY CODE SEE LANDSCAPE PLAN OR CALCULATIONS TRASH: DUMPSTER AND DUMPSTER ENCLOSURE TO BE PROVIDED ON SITE SURVEY SOURCES: PHYSICAL AND TOPOGRAPHIC SURVEY: TIMMONS GROUP, FEBRUARY 5, 2020 DATUM: NAD83(2011) HORIZONTAL; NAVD88 VERTICAL BENCHMARK: PROPERTY IRON AT CLAREMONT/GOLF INTERSECTION; ELEV. 695.55 MISS UTILITY TICKET NO: B002900745 STORMWATER MANAGEMENT ASSESSMENT A WPO APPLICATION WILL BE SUBMITTED UNDER SEPARATE COVER WHICH VERIFIES THAT STORMWATER RUNOFF FROM THIS PROPOSED SITE PLAN DEVELOPMENT CAN BE ADEQUATELY CONVEYED IN THE ADJACENT, EXISTING 24" STORM DRAIN SYSTEM TO EXISTING SWM L-2, A RETENTION BASIN III (4XWQV) WITH AQUATIC BENCH, WHICH HAS ADEQUATE CAPACITY FOR STORM WATER QUALITY AND QUANTITY CONTROL. ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com w U O Z w J Z (D 2EQ Z () � ' w Q Z � �n wow w > U) 1121�J � O ZQm J Q J H OF Alan G. Franklin Lic. No. 35326LLJ �0 06-11-2020 = N AL ISSUED: SCALE: REVISIONS: SHEET 06-11-20 Jan Franklin PE, LL( PROFFER STATEMENT OLD TRAIL. VILLAGE Date: September 14, 2005 ZMA #: ZMA 2004-024 Old Trail Village Tax Map Parcel Number: 55E-1-Al (portion) An approximately 237 acre portion of tax map parcel 055EO-01-00-000A1 is subject to rezoning application ZMA 2004-024 and thus to this Proffer Statement (the "Property"). The Property is described with more particularity on sheet 6 of 9 of the General Development Plan entitled "Old Trail Village Rezoning ZMA-04-024 General Development Plan" prepared by Timmons Group, containing nine (9) sheets, dated June 24, 2005, last revised September 12, 2005, and attached hereto as Exhibit A (the "General Development Plan"). The Owner of the Property is March Mountain Properties, L.L.C., a Virginia limited liability company (the "Owner"). The Owner hereby voluntarily proffers that if the Albemarle County Board of Supervisors acts to rezone the Property to Neighborhood Model District as requested, the Owner hall develop the Property in accord with the following proffers pursuant to Section -2 s ct n 15 2 298 of P P Y gP P the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albemarle County Zoning Ordinance. These conditions are voluntarily proffered as part of the requested rezoning, and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. If rezoning application ZMA 2004-24 is denied, these proffers shall immediately be null and void and of no further force and effect. This Proffer Statement shall relate to the General Development Plan and to the Code of Development dated September 12, 2005, and attached hereto as Exhibit B (the "Code of Development"). 1. Green Space; Park Land and Greenway Dedication. The Owner shall devote a minimum of twenty percent (20%) of the land within the Property to green space as shown on sheet 5 of 9 of the General Development Plan. Of this green space land, within five (5) years after the date that ZMA 2004-024 is approved by the County, or within thirty (30) days after the request of the County, whichever is sooner, the Owner shall dedicate to the County for public use for parks and open space resources and for a greenway, a 25-acre park, a 10.8-acre greenway area and a 6.7-acre eenwa area each as further shown on sheet 5 of 9 of the General 8r' Y Development Plan (collectively, the "Park and Greenway Area"). After it is dedicated to public use, the Park and Greenway Area shall continue to be included in the total area of green space and amenities within the Property. At the time of the conveyance and dedication, the Park and Greenway Area land will be subject to the Architectural and Landscape Standards for Old Trail Village, as provided in the Code of Development. The remaining green space land within the Property that will not be dedicated to the County for public use shall be maintained by the Old Trail Owner's Association. The dedication of the Park and Greenway Area land shall be a fee simple interest in such land. If the Park and Greenway Area land is not dedicated as part of a site plan or subdivision plat, the Owner shall pay the costs of surveying the land and preparing the deed of dedication. The Owner shall construct the trail through the 6.7-acre Greenway Area, as shown on sheet 5 of 9 of the General Development Plan, within six (6) months after the approval by the County of the first subdivision plat or site plan applicable to any portion of block 30 or 31. The trail shall be constructed to the County standards for a Class A trail, with a surface of compacted stone dust. 2. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total residential units constructed on the Property, in the form of for -sale condominiums and townhouses, and for -rent condominiums, townhouses, apartments and accessory units. The affordable housing dwelling units shall be reasonably interspersed throughout the Property as provided in this paragraph 2, subject to the requirements of the General Development Plan and the Code of Development. If the Owner elects at its option to provide for -sale single family detached units at affordable rates (as defined herein), such units shall be applied toward the 15% requirement. Each subdivision plat and site plan for land within the Property shall designate the lots or units, as applicable, that will, subject to the terms and conditions of this proffer, incorporate affordable units as described herein, and the aggregate number of such lots or units designated for affordable units within each subdivision plat and site plan shall constitute a minimum of fifteen percent (15%) of the lots in such subdivision plat or site plan. Notwithstanding the foregoing, however, the Owner may "carry-over" or "bank" credits for affordable units in the event an individual subdivision plat or site plan designates affordable units that in the aggregate exceed the fifteen percent (15%) minimum for such subdivision plat or site plan, and such additional affordable units may be allocated toward the fifteen percent (15%) minimum on any future subdivision plat or site plan, provided however, that the maximum number of affordable units that may be carried over or banked shall not exceed fifteen percent (15%) of the total units on any subdivision plat or site plan. The Owner shall convey the responsibility of constructing the affordable units to the subsequent owners of lots within the Property. The subsequent owner/builder shall create units affordable to households with incomes less than eighty percent (80%) of the area median income such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITI) do not exceed thirty percent (30%) of the gross household income. A. For -Sale Affordable Units. All purchasers of the for -sale affordable units shall be approved by the Albemarle County Housing Office or its designee. The subsequent owner/builder shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the affordable units. The ninety (90)-day period shall commence upon written notice from the then -current owner/builder that the unit(s) will be available for sale. If the County or its designee does not provide a qualified purchaser during this ninety (90)-day period, the then -current owner/builder shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). This proffer shall apply only to the first sale of each of the for -sale affordable units. 2 6. Phasinu of Retail Development. Prior to the issuance of a building permit for the five hundredth (500`) dwelling unit within the Property, the aggregate retail space within the Property shall not exceed forty-eight thousand (48,000) square feet. Prior to the issuance of a building permit for the one thousandth (10001h) dwelling unit within the Property, the aggregate retail space within the Property shall not exceed ninety-six thousand (96,000) square feet. Prior to the issuance of a building permit for the one thousand five hundredth (1,5Wh) dwelling unit within the Property, the aggregate retail space within the Property shall not exceed one hundred forty-four thousand (144,000) square feet. Prior to the issuance of a building permit for the two thousandth (2,000`h) dwelling unit within the Property, the aggregate retail space within the Property shall not exceed one hundred ninety-two thousand (192,000) square feet. Retail space shall not include office space or any health and fitness facility. 7. Overlot Gradine Plan. The Owner shall submit an overlot grading plan meeting the requirements of this section (hereinafter, the "Plan' with the application for each subdivision of the single family detached and single family attached dwelling units shown on the General Development Plan. The Plan shall show existing and proposed topographic features to be considered in the development of the proposed subdivision. The Plan shall be approved by the County Engineer prior to final approval of the subdivision plat. The subdivision shall be graded as shown on the approved Plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot is not graded consistent with the approved grading Plan. The Plan shall satisfy the following: A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the Plan satisfies the requirements of this paragraph 7. B. The Plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. C. All proposed grading shall be shown with contour intervals not greater than two (2) feet. All concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall be shown to assure that surface drainage can provide adequate relief from the flooding of dwellings in the event a storm sewer fails. D. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3: 1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control Plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately addressed the impacts. E. Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed to a drainage way outside of the lots. k, B. For -Rent Affordable Units. (1). Rental Rates. The initial net rent for each for -rent affordable unit shall not exceed the then -current and applicable maximum net rent rate approved by the County Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent affordable unit may be increased up to three percent (3%). For purposes of this proffer statement, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such for -rent affordable units may not exceed the maximum rents established in his paragraph 2B shall apply for a period of five (5) years following the date the certificate of occupancy is issued by the County for each for -rent affordable unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2). Conveyance of Interest. All deeds conveying any interest in the for -rent affordable units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 2. In addition, all contracts pertaining to a conveyance of any for -rent affordable unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 2B. At f an interest in an for -rent affordable unit during least thirty (30) days prior to the conveyance o y y g the Affordable Term, the then -current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 2B(2) have been satisfied. (3). Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each for -rent affordable unit, the then -current owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Mixture of Types of Affordable Units. (1). At least forty percent (40%) of the affordable housing dwelling units shall be for -sale units. (2). No more than thirty percent (30%) of the affordable housing dwelling units may be for -rent apartments. (3). No more than thirty percent (30%) of the affordable housing dwelling units may be accessory units. For purposes of this proffer statement, "accessory units" shall mean Accessory Apartments as defined in the Albemarle County Code, Chapter 18, Section 3. 1, and as regulated by the Albemarle County Code, Chapter 18, Section 5.1.34, and a unit within a two-family dwelling as a two-family dwelling is defined in the Virginia Uniform Statewide Building Code. 7 F. No surface drainage across a residential lot shall have more than one-half (1/2) acre of land draining to it. G. All drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the building site. H. The Plan shall demonstrate that driveways to lots will not be steeper than twenty (20) percent unless certified by an engineer that the driveway at the proposed steepness would be safe and convenient for vehicles (including emergency vehicles) to use the driveway, and shall include grading transitions at the street that the agent determines will allow passenger vehicles to avoid scraping the vehicle body on the driveway or the street. Additionally, the driveway grading shall provide an area in front of the proposed garage, or an area proposed for vehicle parking where no garage is proposed, that is not less than eighteen (18) feet in length that will be graded no steeper than eight (8) percent. I. The Plan shall demonstrate that an area at least ten (10) feet in width, or to the lot line if it is less than (10) feet, from the portion of the structure facing the street, has grades no steeper than ten (10) percent adjacent to possible entrances to dwellings that will not be served by a stairway. This graded area also shall extend from the entrances to the driveways or walkways connecting the dwelling to the street. J. Any requirement of this condition may be waived by the County Engineer by submitting a waiver request with the preliminary plat. If such a request is made, it shall include: (i) a justification for the request contained in a certified engineer's report; (ii) a vicinity map showing a larger street network at a scale no smaller than one (1) inch equals six hundred (600) feet; (iii) a conceptual plan at a scale no smaller than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the property; (iv) topography of the property at five (5) foot intervals for the property being subdivided and on abutting lands to a distance of five hundred (500) feet from the boundary line or a lesser distance determined to be sufficient by the agent; (v) the locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, as applicable. In reviewing a waiver request, the County Engineer shall consider whether the alternative proposed by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent degree. In approving a waiver, the County Engineer shall find that requiring compliance with the requirement of this condition would not forward the purposes of the County's Subdivision and Water Protection Ordinances or otherwise serve the public interest; and granting the waiver would not be detrimental to the public health, safety or welfare, to the orderly development of the Project, and to the land adjacent thereto. K. The Owner may request that the Plan be amended at any time. All amendments shall be subject to the review and approval by the County Engineer. L. In the event that the County adopts overlot grading regulations after the date ZMA 2004-024 is approved, any requirement of those regulations that is less restrictive than any requirement of this paragraph 7 shall supersede the corresponding requirement of this paragraph, subject to the approval of the Director of the Department of Community Development. G 3. Cash Proffer for School Proiects. For each dwelling unit constructed on the Property, the Owner shall contribute cash to Albemarle County for funding school projects within the Community of Crozet and shown on the County's Capital Improvements Program, as follows: one thousand dollars ($1,000.00) for each single family detached unit, five hundred dollars ($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit. The cash contribution for each dwelling unit shall be paid at the time of the issuance of the building permit for such dwelling unit. If the cash contribution has not been exhausted by the County for the stated purpose within ten (10) years from the date of the issuance of the last residential building permit within the Property, all unexpended funds shall be refunded to the Owner. 4. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2004- 024 is approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall make a cash contribution to the County in the amount of fifty thousand dollars ($50,000.00) for the purpose of funding a master plan for the 25-acre park land shown on sheet 5 of 9 of the General Development Plan (the "Park Master Plan"). If the Park Master Plan is completed for less than fifty thousand dollars ($50,000.00), any remaining funds may be retained by the County and used to fund parks and recreation projects and improvements as described in paragraph 5. If such cash contribution is not expended for the Park Master Plan within two (2) years from the date of the contribution, all unexpended funds shall be refunded to the Owner; provided that an portion of the cash contribution not P Y P required to fund the Park Master Plan that is retained by the County as provided herein, shall be refunded to the Owner as provided in paragraph 5 if such funds are not expended within the time provided therein. 5. Cash Proffer for Park Projects. For each dwelling unit constructed on the Property, the Owner shall contribute cash to Albemarle County for funding parks and recreation projects and improvements identified on the County's Capital Improvements Program within the Park and Greenway Area in general accord with the Park Master Plan as available funding allows, as follows: one thousand dollars ($1,000.00) for each single family detached unit, five hundred dollars ($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit. Notwithstanding the terms of this paragraph 5 to the contrary, however, the Owner shall receive a "credit" against the first fifty thousand dollars ($50,000.00) that would the Count pursuant to thisparagraph 5 in reco recognition of the cash proffer otherwise be owed to y p gn referenced in paragraph 4. In the event the cash proffer referenced in paragraph 4 is not sufficient to fund the Park Master Plan, the County may apply a portion of the cash proffer described in this paragraph 5 as required to fully fund the Park Master Plan. If the County determines it to be a more reasonable use of funds, the County may substitute facilities shown on the Park Master Plan or locate facilities shown on the Park Master Plan elsewhere in the Community of Crozet. The cash contribution for each dwelling unit shall be paid at the time of the issuance of the building it such dwelling unit. If the cash contribution has not been ing perm for o g exhausted by the County for the stated purpose within ten (10) years from the date of the issuance of the last residential building permit within the Property, all unexpended funds shall be refunded to the Owner. 4 8. Construction of School Connections. The Owner shall construct the pathway connections to the schools, shown as "Pathway Connection to Schools," and "Road and Sidewalk Connection to Schools" on sheet 5 of 9 of the General Development Plan, within six (6) months after the approval by the County of the first subdivision plat or site plan applicable to any portion of a block that either includes or is adjacent to any such connection. WITNESS the following signature: MARCH MOUNTAIN PROPERTIES, L.L.C. By: G lon T. Beights, Manager COMMONWEALTH OF VIRGINIA COY/COUNTY OF , to wit: The foregoing instrument was acknowledged before me this day of September, 2005 by Gaylon T. Beights, Manager of March Mountain Properties, L.L.C., a Virginia limited liability company. My Commission expires: a. -ag_�� Notary Public This is a conformed version of the proffer statement presented to and approved by the Board with manuscript changes on September 14, 2005. \\REA\275171.10 7 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o�T H OF Alan G. Franklin Lic. No. 35326 w 0 c� �sS/ONAL ISSUED: 06-11-20 SCALE: REVISIONS: SHEET \\ MHS \ SP TOP=693.97' \ SURVEY NOTES: INV. IN=685.12' 8" PVC (NE) S \\\ INV. 1N=685.17 8 PVC (SE) \ 1. PROPERTY & ZONING INFORMATION: \`\ INV. IN=685.12' 8" PVC (SW) \\\ \\ SD CURB INLET INV. OUT=684.96' 8" PVC (NW) \\ \\ TOP=690.55' INV. 1N=68530' 15" CPP (NW) OWNER: PARCEL ID NUMBER: REFERENCE: ADDRESS: SD CURB INLET - \ , \ INV. OUT=685.45' 18" CPP (SE) \ \\\ SD CURB INLET RUTHERFOORD HOSPITALITY, LLC 055EO-01-00-000OFI D.B. 4291, PG. 631 N/A W/ GRATE \ \ W/ GRATE OP GRATE=694.50' 88.20' 15"CPP (SE) \\ \ \ ` \ \ \ // TOP GRATE=690.63' TOTAL AREA OF PARCEL LISTED = 0.811 ACRES 8.20' 15" CPP (NW) INV. OUT=688.48 8„ CPP (SE) ZONING: CROZET MASTER PLAN - URBAN DENSITY RESIDENTIAL 2. THE PURPOSE OF THIS EXHIBIT IS TO DEPICT TOPOGRAPHIC FEATURES OF PROPERTY OF LOT 2, BLOCK2, OLD TRAIL VILLAGE CENTER, ALBEMARLE \\\ \ COUNTY, VA. C \` N \\ v� PID: 55E-1-F PIEDMONT SENIOR LIVING REAL ESTATE, LLC IRON F \` // O \\ // 3. HORIZONTAL DATUM IS BASED ON NAD83 (2011), o E _ y \�\ \ D.B. 3812, PG. 497 \�\ /j SPCS VA S. VERTICAL DATUM IS BASED ON NAVD88. a DATUM ESTABLISHED BY GPS RTK OBSERVATIONS VIA LEICA a w > \ SmartNET. U. o � 4. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LO CO a c 2 \\ \ \ \ SD CURB INLET BOUNDARY SHOWN IS COMPILED FROM PUBLIC u �- - o z z qjv TOP=689.99' RECORDS AND LIMITED RECOVERED FIELD EVIDENCE. a o X \\\ N LIGHT POST INV. 1N=684.69' 18" CPP (NW) NO TITLE REPORT FURNISHED; EASEMENTS MAY a - u< ON 2 CONC. \ \\ INV. V. 1N=685.74' 8" CPP (NE) EXIST WHICH ARE NOT SHOWN HEREON _ v o \ \ \ PEDESTAL \ INOUT=684.49' 24" PLASTIC (SE) � o `\ ate, 5. MISS UTILITY TICKET INITIATED, TICKET NO.Ln B002900745. NO SUBSURFACE UTILITY INVESTIGATION BEYOND INFORMATION PROVIDED FROM MISS UTILITY o Ln \ \ \ \ HAS BEEN CONDUCTED BY THIS FIRM. 6. STORM & SANITARY UTILITIES BASED ON \\ N \ w \\ \ FIELD -LOCATED FEATURES AND EVIDENCE. 6" DEC. ` \ u ui \\ 7. THIS TOPOGRAPHIC SURVEY WAS COMPLETED o UNDER THE DIRECT AND RESPONSIBLE CHARGE OF = \\ KRISTOPHER L. CAISTER FROM AN ACTUAL GROUND o \ IRON (F) 1 \ \\ \ `f� SURVEY MADE UNDER MY SUPERVISION; THAT THE _ `\ \ o \ \� ORIGINAL DATA WAS OBTAINED ON FEBRUARY 5, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL o ILI > LIGHT POST DATA INCLUDING META DATA MEETS MINIMUM ON 2' CONC. ACCURACY STANDARDS UNLESS OTHERWISE NOTED. a \ \ \ \ \ a \ \ \ \ PEDESTAL z o 6"DEC. \ \ \ \\ \ 8. CONTOUR INTERVAL: 1' > \ �C, ` \ \ \` \ 'cL 6"DEC. \ `\ • \ PID: 55t -01-F1 �'�,, Iwo SD CURB INLET HS ' RUTHERFOORD HOSPITALITY, LLC `\\\ • W/GRATE / / �, P=695.10' D.B. 4291, PG 631 \\ TOP GR ATE=695.50' INV. IN=689.3415- CPP (SW) / IN. IN=687.50' 8" PVC (W) / / / 0,811 AC. INV. OUT=689.28' 15" CPP(NW) i 6" DEC. IN OUT=687.35' 8" PVC(NW) / i \ f_0LIGHTPOST +� SD CURB INLET • \\ ON 2' CONC. W/GRATE \ TOP GRATE=695.47' \ 2 \ O �P woo -9 \ I I ` \ \ PEDESTAL INV. OUT=689.92' 15" CPP (NE) ��, w� \ �� \ y \ 1 `\ \\ SD CURB INLET W/ GRATE �p �j. \ \ \ I \ \ \\ \`\ `\\ TOP GRA TE=688. 00' INV. IN=682.65' 24" PLASTIC (SW) \ N 6"DEC. wN \ \ i\ o \69 \ `- �- INV. IN=682.65' 18" CPP (NW) INV. OUT=682.55'24"PLASTIC E () 2\ \ i SD CURB INLET W/GRATE \ TOP GRATE=688.6V / \ _ _ _ _ _ _ \ \ INV. 1N=683.61'24"PLASTIC (NW) INV OUT=683.54'24"PLAST/C (NE) / 6"DEC. 6z \ ® 6" DEC. 1 QQ \ \ COMMUNICATIONS VAULT 'R=7.00' \ �� y 0GP �' ® � `�'� L=10.99' T=&99' GRP 559 2 \ �a SCALE 1"=20' LEGEND 6, A=89657'16" gs CB=S7532'46"E ') a \OEM \ \ f m� \ C=9.90' GOC1C' 6"DEC. w\ J ! 20' 40' C*7 QD @ ROOF DRAIN STORM DRAINAGE MANHOLE (MHD) SANITARY MANHOLE (MHS) CLEAN -OUT \ \ ��h _ IR N\, S59°28'36"W 9,59' ` G G 5 / / BUILDING LINE REINFORCED CONCRETE PIPE \ a �9u RCP PVC 0* POLYVINYL CHLORIDE PIPE L/GHTPOLE SD CURB INLET \ W/GRATE \ 6"DEC. TOPOGRAPHIC SURVEY WITH ® SAN CABLE TV PEDESTAL SANITARYPIPE TOP GRATE=694.66' \ INV iN=687 36' 15" RCP (SW) _ / J� \ l� OF / COMPILED BOUNDARY INV OUT=687.33' 18" CPP (SE) 6"DEC. �0 \G�� EDGE OF PAVEMENT (EP) 6"DEC. -., ` OF PROPERTY IN THE NAME OF a DECIDUOUS TREE DEC ( ) SD CURB INLET W/GRATE I \ /� �D CURB INLET W/GRATE BUILDING LINE TOP GRATE=694.37' \ I I \ I I \\\ / /TOP GRATE=694.80' / INV IN 685.90 18 CPP (NW) RUTHERFOORD HOSPITALITY, LLC U o PROPERTY CORNER FOUND (F) AS NOTED CALCULATED POSITION INV 1N=688.02' 15" RCP (S) INV 1N=688.02' 15"RCP (NW) \ \�\ �/ INV OUT=685.80' 18" CPP(S SIGN INV. OUT=687.79'15"RCP(NE) ,I 6g5 , , \\\ !/ ;- TAX MAP PARCEL 55E-01-F1 W SWK C CONN C. EG SIDEWALK CURB &GUTTER CONCRETE / - WHITE HALL MAGISTERIAL DISTRICT EDGE OF GRAVEL I / ALBEMARLE COUNTY, VIRGINIA SD CURB INLET W/GRATE I TOP GRATE=694.72' 1 INV. IN=685.21'18"CPP(NW) BUILDING LINE Date: February 26, 2020 Scale: 1 20' INV. 1N=681.22' 24" PLASTIC (SW) INV OUT=681.12'24"PLAST/C (NE) Sheet 1 of 1 1. N.: 45240 / Drawn by: KLC Checked b : KLC Y Y ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PVTH OF U� y Alan G. Franklin Lic. No. 35326LLJ 0 4, �SS/ONAL ISSUED: 06-11-20 SCALE: REVISIONS: SHEET 12" HANDICAP SIGN - RESERVED BLUE BACKGROUND, WHITE LETTERING PARKING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS EQU IVILENT) V PENALTY VAN $100 - $500 FINE TOW -AWAY ZONE CD ACCESSIBLE 12" X 12" PENALITY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7-813 SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS 0 (0 L METAL SIGN POST- 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE 00 CONCRETE FOOTING (CLASS B) `t \%: '••� .��;y /\� 2000 PSI MIN. 25 /\ COMPACTED SUBGRADE %\/. p/.\�/.\�/.\�/.�//% I _ 12" r� V PENALTY $100 - $500 FINE TOW -AWAY ZONE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. HANDICAP ACCESSIBLE PARKING SIGN z Q J In w w U) DETAIL S-070 N.T.S. WHERE— �J PLAN APPLICABLE 1 4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS D �X.p4'X—XXX"—n.X—`�X SECTION SION JOINT IOTH TROWELED EDGE; VAL A FINISH; TYP. )12" EXPANSION JOINT W/)/2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25' (MIN) O.C.; TYP. OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED °X— WWF6"X6"W1.4XW1.4W/2" MIN. COVER - ONLY WHEN I \xy � WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE WALK- BROOM FINISH 3.67' I I TMP 55E-1-F 03 PIEDMONT SENIOR LIVING REAL ESTATE, LLC D.B. 3812, PG. 497 w" N h Z I I THE LODGE AT OLD TRAIL \\\� TMP 55E-1-F - - - - �� PIEDMONT SENIOR LIVING \\ REAL ESTATE, LLC D.B. 3812, PG. 497 I \\ VDOT STD. `\\\ CG-2, TYP. -----------------_ _ _ --- ----- — ` --- -- ---- ----- — — — — — — — — — — — — ------- -------------- -- 11.31' .02' 3.27' S30 ° 6'02 "E 238.97' 22' — — — — — — — — ``II 0' MIN. SETBACK �.—.—�... 5V 11 PAC S 9' SUITE C V, -17 TYP. ASPHALT 5'R PARKING LOT I 24' 16' 24' 2' 9' 12' 24' TYP. 5'R T 5'R 5'R U \ 16' SPA ES a 0 11.39' SPA ES 16' ASPHALT PARKING LOT S R 5 R 9, 5'R 5'R TYP. 24' VDOT STD. 23.33' 10.67 12' TYP. CG-2, TYP. oe 9' 5'R 4 5' Ole IN 18' 6' CONCRETE I^ CURB/WALK PATIO, TYP. TRANS. TO FLUSH I� ADA VAN ACCESSIBLE w 8f _6 SIGN, TYP Z U ono I� 0m N 0 W 9 SUITE B J m z 8' �J z w CURB/WALK co 14 .38' V TRANS. TO FLUSH I Y a - 5' MEDICAL OFFICE Q 9' TYP. W BUILDING CD Y 1-STORY W/ 3 SUITES I o (10,500 SF) I� U X 0I I IW CONCRETE 10' DUMPSTER PAD 18 6, 5 SPA ES & BLOCK I 25' ENCLOSURE I 5'R TRANSITION VDOT STD, LOADING SPACE TO EX. WALK CG-12 21.09' — — N30 °3L33_'W 232.15' — — — — EX. 5' CONC. WALK 25'R I I VDOT STD. J CLAREMONT LANE CG-6, TYP. I I VDOT STD. CG-11 (61' PUBLIC R.O.W.) I II ENTRANCE II II �I I/ 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH #4 REBAR GRID 12" O.C. 12" X 12" #4 REBAR GRID ,--25'R 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL THIS DETAIL TO BE USED FOR DUMPSTER PAD INSTALLATIONS CONCRETE DUMPSTER PAD REPLACE EX. WALK TO INTERSECTION W/ NEW WALK 10, SUITE A 8' MIN. BUILD TO LINE (0' MIN. SETBACK) 73.32' 0 10, 20' r I � S59 °28'36"W 9.59, I I I I i II II II 11 II II II ASPHALT PAVING DETAIL 40' BUILDING LINE BUILDING LINE BUILDING LINE R=7.00' L=10.99' T=6.99' A=89°57'16" CB=S75°3246"E C=9.90' 1.5" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE :m Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com w U O Z Lu J Z �U Q � Z w ' a 2 - >- F-- Z a- Z a Lij O0 � � 2i Lu O o J Q w J z � m J Q J 0 P_TH OF c� v Alan G. Franklin Lic. No. 35326 �n \ ISSUED: SCALE: REVISIONS: I SHEET 06-11-20 1"=20' PLAN, SECTION P-033 N.T.S. SECTION N.T.S. SECTION N.T.S. OF 8 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. 611 CURB (VDOT STD. CG-2) SECTION 700 •i� SEE NOTE 10+00 10+40 10+80 STORM 'A' PROFILE SCALE: 1 "=20' H; 1 "=10' V CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURWHENCG-3 IN LINEAR ET) UIRED YARDS) DETTECTAB E WAQRNING SURFACER(AREA IN SQUARE 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR I DETECTABLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \yam 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. RAMP FLOOR IS PRECAST, HOLES MUST PROVIDED FOR IF BE DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF p:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED PCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2"' 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS y i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED t2;1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX N ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS FIRM AND RESISTANT PATH ALLi( i UNOBSTRUCTED, STABLE, SLIP CONNECTING ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ti t THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS r 12 1 MAX g -I PERPENDICULAR TO THE CURB. 5'MIN XX X9f' - -III- -- -II- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT - e.a{�aoe: ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. , EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ \ AT X X , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME n 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - O O O O O O 0 O O O 0 O - THE BACK OF CURB. 0 0 0 O O Cr O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s LANDING RAMP v 2 + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv •sa'B, N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X 65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING AT BACK OF URB C SEE NOTE 12. I I 0.9" -1.4" BASES VARIABLE FULL WIDTH OF RAMP FLOOR _I r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XV D❑T SPECIFICATION C G -12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 N.T.S. 700 \� SD CURB INLET 0 0 1 40' W/ GRATE TOP GRATE=690.63' INV OUT=688 48' 8"CPP (SE) THE LODGE AT OLD TRAIL SD CURB INLET SD CURB INLET W/GRATE TOP=689.99' TOP GRATE=688.00' i/�/ INV. IN=684.69' 18"CPP (NW) l V. IN=682.65'24' PLASTIC (SW) ��i INV. 1N=685.74' 8"CPP (NE) INV. IN=682.65' 18" CPP (NW) i� SD CURB INL INV. OUT=684.49' 24" PLASTIC (SE) TMP 55E--F l V. OUT=682.55' 24" P _ - - _ _ = W/ GRATE T '-PVC I I TOP GRATE 8.61' SD CURB INLET y a PIEDMONT SEN/OR LIVING I INV. 1N=683.61' 4"PLASTIC (NW) TOP=690.55' ��O REAL ESTATE, LLC FDRAIN TO EX. I�� INV. OUT=68 . '24"PLASTIC(NE) INV. IN=685.30' 15" CPP (NW) �� TIE TO EX. STORM STORM STRUCTURE INV. OUT=685.45' 18"CPP(SE) �� D.B. 3812, PG. 497 INV. IN 684.00 SD I I W/ 15" HDPE - , D1 IN VDOT STD. �\\ 6�p VDOT STD. \6y� �6�g-- DI-3C , CG---TYP_---- ------ - ----- ------ ` ____ _ --------- -- - - - --------------( - �4"NDPE ------- -- ----- - I\ ------------------ _--- _ 690 _----___---- _ ` 691 _ 1 93.00 � - 90 41 2.0% 2:0° 92.15 \ 94. / F 91.0 \ TE C FIFE 1694 00 /6TEP 691.16 6g2 691.5 2 0% ASPHALT 12" PVC ROOFDRAINI J i 692. 2°/ MIN / I I TMP 55E-1-F PIEDMONT SENIOR LIVING REAL ESTATE, LLC D.B. 3812, PG. 497 692.14' o� co - - 693 693.4 ASPHALT PARKING LOT I I 0.0% 694.50~ 694.50694.�0 CONCRETE J DUMPSTER PAD & BLOCK PARKING LOT 693.20 693.3 93 1.0% 6 �- 693.90 6 693.66 ..,r 692. VDOT STD. 693.64 -36�rh DIB - - - 693.00 93.72 D93.42 2.0 /o `- D.A. LIMIT, 69ti TYP VDOT STD. CG-2, TYP. ENCLOSURE I \ 695.2 695.1 JLChADINC�SPACE 6�5.50 680 _ / J696 --- SAN---SAN--- -SAN- EX. 5' CONC. WALK 694. 694.1 Ij ° ' , CONCRETE CURB/WALK PATIO, TYP. i TRANS. TO FLUSH / ADA VAN ACCESSIBLE SIGN, TYP 94. SUITE B FFE 694.50 X CURB/WALK 4e TRANS. TO FLUSH Y MEDICAL OFFIC a 1 BUILDING J EP DOWN -J 1-STORY W/ 3 S6_,TEs YBLDG a J Izu? N= <S.CO(10,50�SF) I1.0% �- U z O 6" PVC S.S. LAT. ' I80 I W / U REPLACE EX. WALK STEP li \ _ TO INTERSECTION 1694.91 W/ NEW WALK 5.03 96.45 SUITE A 95.5 5 695.49 L- EFE 696 50 - 695.67 RE -SET CABLE AND / rw���41 VDOT-S-TD-NS. TRANSITION TO EX. WALK CG-122 Ll- 15"HPDE---------------- Z� - - - - MHS TOP=69510' CLAREMONT LANE INV. 1N=687.50'8"PVC (W) - INV. OUT=68735' 8" PVC(NW) (61' PUBL[� R.O.W_) _EX. MH LID TOO LOW RAISE TO 696.5± w SD CURB INLET \\ INV IN=689.34' 15" CPP (SW) INV. OUT=689.28' 15" CPP(NW) SD CURB INLET W/ GRA7E TOP GRATE=695.47' INV. OUT=689.92' 15" CPP (NE) II � I I I � VDOT STD. �-�695.78 IIW fl I a CG-6, TYP. I I? II VDOT STD. CG-11 I - _LL: _ ENTRANCE I I w COMM. VAULT - II T EMAfN I t I L e- cc-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE _ THE CROSS SLOPE SHALL BE 2X FOR Y I A WIDTH OF 5 FEET. 3 A� GENERAL NOTES **STREET APPROACH SAME SURFACING I (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) n I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. I (SIDEWALK (SEE w NOTE 5) w OPTIONAL UNPAVED SPACE I 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE N FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - - - - - ----�� +---- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION ��- EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 % MAX. D GRADE CHANGE ® _ _ - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ _ - - - - - - - - - - -NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A THE DOT ANUALSTOPPING �GHT DISF ANCEOANND K VALUEIGN REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4'' PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE z" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES • �. t0 1 •1 1� \ •�. •e. •o. n CLASS A3 . c, . p• . e • n. (H.E.S.) e. • o. • �. • e. - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD _5 3 % 6 % LOW LESS THAN 500 VPD -< 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XV DOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET i of 1 VIR31NIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 PHONE PEDESTALS SD 2" WATER SERVICE, JWATER METER, AND VAULr 8" X 4" TAPPING wSLEEVE &VALVE BUILDING LINE N9/- ) BUILDING LINE 1 3 f793- 3 � ­694 > O I I, 3 I -18" NDPE _ _ I Q i------I- i _ 31 UON I -w SD CURB INLET \ W/ GRATE / l V. OUT=68 .33' 18" CPP (SE) SD CURB INLET W1 GRA TE TOP GRATE=694.37' INV. 1N=688.02' 15" RCP (S) INV. IN=688.02' 15" RCP (NW) INV. OUT=687.79' 15" RCP (NE) LEGEND BUILDING LINE SD CURB INLET W/ GRATE TOP GRATE=694.72' INV. 1N=685.21' 18" CPP (NW) INV. IN=681.22'24 " PLA S TIC (SW) INV. OUT=681.12' 24" PLASTIC (NE) SD CURB INLET W/GRATE TOP GRATE=694.80' INV. IN=685.90' 18" CPP (NW) INV. OUT=685.80' 18" CPP(SE) W WATER LINE (EX. / PROP.) BOUNDARY / RIGHT-OF-WAY LINE WV(& WMO WATER VALVE / METER I.F. IRON PIN FOUND FHA-- FIRE HYDRANT I.S. IRON PIN SET YH� YARD HYDRANT -------- ---- --- SETBACK LINE BOA® BLOW -OFF ASSEMBLY - EASEMENT LIMITS - SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE COo CLEANOUT 670 CONTOUR LINE (EX. / PROP.) MH MANHOLE �3:1- �2.50% DEGREE / DIRECTION OF SLOPE SD- STORM LINE (EX. / PROP.) 479.70 + SPOT ELEVATION DI C� STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GV® GMO GAS VALVE / METER BM* BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG-2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. /PROP.) CG-6 VDOT STD. CURB & GUTTER PP.C7 POWER POLE CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL LP LIGHT POLE DIP DUCTILE IRON PIPE GUY<r GUY WIRE RCP REINFORCED CONCRETE PIPE EMS ELECTRIC METER CMP CORRUGATED METAL PIPE 0 TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED❑ UTILITY PEDESTAL FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED SWM / DWM o/n SINGLE / DOUBLE WATER METER TBT TO BE TRANSPLANTED GV p4 GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ��P_TH OF 4 'chi v Alan G. Franklin Lic. No. 35326Ljj r � _ /.0NAL F\ ISSUED: SCALE: REVISIONS: SHEET 06-11-20 1"=20' 5 OF 8 .e . e _ d _. .a e a d ter.- C •(�l• �r„� i a. ` 44" MIN. 6" MIN. 17.5" 6" MIN..q . (22.5" FOR COMPOUND METER) d ' a. d a a. "a — �--• 60" 36" d v (22.5" FOR COMPOUND METER) a, 18" MIN. a e e a 37" MIN. T . a 12" MIN. WINGNUT LOCKING ASSEMBLY BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) N TS FIG. W-7C TD-16 C METER SIZE DIMENSI❑N DIMENSION DIMENSION A B C 1 112' 3'1' 5'0' 318' 2" 3'1" 1 5'0' 3'8' 3" 5' MIN. 10' MIN, 4" 5' MIN. 1 12' MIN. 6' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. B DOOR HINGES I I I I I I LIFT HANDLE I— — — — — — — — — — — — — \— TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW ,75' DIAMETER DRILLED SOLE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH WATER MAIN VARIF'c� ALVE BOX VARIES M.J. FITTING RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W-6A THRU W-7E). I 2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NITS FIG. W-6C TD-12 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 ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 III ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com w U O Z J Z � gay �U' a Q0� Z � w o u) o J Q w � z i m J Q D J H of 1 y Alan G. Franklin Lic. No. 35326LLJ 0 N A L ISSUED: 06-11-20 SCALE: REVISIONS: SHEET TD — 33 Alan Franklin PE, LL( GENERAL LANDSCAPE NOTES: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULTIPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANCES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 48-INCHES (48") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. TOPING OF TREES IS PROHIBITED. 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BEAT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 18. THE LANDSCAPE PLAN SHALL VERIFY THAT IT SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF SECTION 32. EXISTING STREET TREES; TYP. II II II II II II II II I Clairemont Lane COUNTY CALCULATIONS: 5% of Paved Area: Paved Areas: 15,821.09 sf (0.36 Ac) Required: 791.05 sf (.02 Ac) / 50 sf = 15.8 -- 16 Proposed: xxx Trees + all shrubs adjacent to parking stalls Parking Lot Trees: Proposed Parking Spaces: 44 Required Trees: 4.4 — 5 Proposed Trees: 8 Screening: As Shown on plans via evergreen shrub plantings. ARB: Not required on this project. Stream Mitigation: Not required on this project. i PLANT LIST (REQUIRED): uJ 0 (D 10, 20' 40' LANDSCAPE PLANT LIST NOTES: 1. CONTRACTOR TO CONFIRM QUANTITIES, SIZING AND AVAILABILITY CONCERNS TO LANDSCAPE ARCHITECT. REPORT ANY DISCREPANCIES PRIOR TO ORDERING. SUBSTITUTIONS WILL BE CONSIDERED IN WRITING ONLY. 2. ALL LANDSCAPING 'GREYED' BACK IS NOT NECESSARILY REQUIRED BY COUNTY STANDARDS. THESE PLANTS ARE SHOWN FOR SPATIAL REFERENCING PURPOSES ONLY. 3. CONTRACTOR TO INSTALL PLANTS AT THE OPTIMAL TIME IN THE YEAR. ALL PLANTS INSTALLED ARE SUBJECT FOR INSPECTION. ANY PLANTS NOT DEEMED ACCEPTABLE OR DAMAGED WILL BE REJECTED AND NEED TO BE REPLACED AT CONTRACTORS TIME AND EXPENSE. 4. ALL MASS PLANTING AREAS SHALL BE MULCHED. LANDSCAPE CONTRACTOR TO COORDINATE HOW BED EDGES TO LOOK WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO MULCHING EFFORTS. ALL INDIVIDUAL STREETS SHALL HAVE A 4' MINIMUM MULCH RING. Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com UJ U O Z J Z Q w o Q � J wU' � Z�Z � a Lij °LU Lu U) F__ _J V W Q Q� 0 o J w z Z m � a Q J ry r) 0 ISSUED: 06-11-20 SCALE: 1" = 20' REVISIONS: SHEET 7 OF 8 ►Ian Franklin PE, LLC J I Vl sal I�_ILIVI ,SLIME, �,ffldll LUf IIfldlre5 22°vr 15"h ES22ST GCF r FRENDL1E FR�NDLY 6 Q hss`vplMPa h,4WPdu6oan l.. NOTE: MOUNTED TO POLE WITH AN EAL4/1 ARM BRACKET WITH PHOTOCELL 4L2"h ES22ST GCSG rr rn ■r• L Ul\V 1 ik-2"L ArcnlreCELlral LIgnrin9 zi"w 21"h ES22ST ACHS ES22ST ACD ARM MOU NT Cast aluminum for connection to arts QUICK DISCONNECT PLUGS BALLAST HOUSING Cast aluminum BALLAST ASSEMBLY Mounted on removable aluminum plate PORCELAIN SOCKET Medium base REFLECTOR HOUSING SKIRT Spun Aluminum FULL CUTOFF REFLECTOR Anodized and segmented FLAT OR SAG GLASS LENS ACRYLIC HALF SPHERE OR DROP GLOBE Mounted on hinged aluminum ring with captive screw 22^w 24.5"h no: ES22ST ISOM MED GCF SR2TB1 SF ANBK Series Wattage/Larne Lens Materid Distribution vdtage' Options Finish' ES22ST . •. � � , Ho7i7e GCF Glass; Clear Flat SR2 IES Distribution TBl 120 volt i{$' House Side Shield ANBK Black 5OM MED GCSG Glass, Clear Sag SR3 IES Dishibutlon TB2 208 volt SF Single Fusing ANDB Dark Bronze 70M MED ACHS AM11C. pear Half sphere SR4SC IES Distribution TB3 240 volt DF Double Fusing ANDG Dark Green 100M MED ACD Acrymc, Clear Drop Globe SRSS IES Distdbutlon TB4 277 volt ANPP Prime Painted 150M MED 347 347 volt CM Custom Match CS Custom Select High Pressure Sockm RAL colors 35S MED SOS MED N07ES 70S MED 100S MED 7. lNul&tap BaAasf (120 2t78. 240, 277vZ Q20. 277, 347v in Caoao'a). Forwatt- oges under705 or Av contactASL forvoN 21 aBabGN ANTIQUE �7 r�! G Street Lamps I SOS MED 2. HS house gde shield b not avarktble with tl. b0V.Ton option SRSS orSR4SC. 3. For tlnM and color options see Fff)M section In catalog or confactASL. I I 'y"Wdb0WAbQqWV C STREET LIGHT FIXTURE DETAIL IQUr7lE'� ALUMINIUM POLC�S ORDERING INFORMATION 4� � • 1 O' - 1$ � td I I Choo� the boldlace catalog nomenclature that best Suits your needs and wrtte tt 7u on the appropriate Ilne. Example: EPAX 12 S4 3-3/8T11 ANPP Options POIe SefleS H61 hf Finish' 3375"O. D. x ti" High Tenon 3-3/8T11 (standard) EPAX 10 ANBK Black 12 ANDB Dark Bronze 3375"O.D. x S"High Tenon EUROTIS1UEn^ Poles 14 ANDG Dark Green 3-3/8T8 (Required for Aluminum ANYG Verde Gram EurotiqueArmEAl4) 18 ANPP RimePdnted CM Custom Match CS Custom Select Shall T e RAL odors $4 4" did. shaft O lions Tenon Receptades � ° � 3-3/8T11 Standard Tenon Ragpde Holders 3-3/8T8 Tenon for Arm EAL4 OTO Tenon for Arm FAK4 (see Accessories �cfion in the catalog a cxlniacl Antique Sheet Lamps) 0 PlOiES: 7. For Mlsh clrtcaflons and color opilont see FMkM section M catalog or Sfeet Lamps. coniactMtique /,/ Internal Tenon ANCHORAGE GUIDE - OTO (Required 4 0 forEurotiqueArm EAK4, fu N FOUNDATION D STRUCTURAL E EP-2 EURO�IF rZ---- F -1 n LIGHT POLE DETAIL LUMINAIRE SCHEDULE: Symbol Qty Label Arrangement Lum. Lumens LLF Description 2 A3-1 SINGLE 8473 0.950 EHL16 XX 63LED 350MA 4K XX MVOLT R3 ♦� 8 A5-1 SINGLE 8632 0.950 EHL16 XX 63LED 350MA 4K XX MVOLT R5 • 3 A2-1 EXISTING SINGLE 8243 0.950 EHL16 XX 63LED 350MA 4K XX MVOLT R2 I -------------- EXIS TREES; TYP. GENERAL LIGHTING NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS. Clairemont Lane 7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2.5' CONCRETE PARKING BUMPER OR MATCH THE EXISTING CONDITIONS. 9. ANY JUNCTION BOXES SHALL BE WATERPROOF. 10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL LIGHTING, EMITTING OVER 3,000 LUMENS SHALL BE FULL CUT-OFF FIXTURES, PER SECTION 18.4.17 OF THE ZONING ORDINANCE. 11. SIGN LIGHTING, SHALL EMIT LESS THAN 3,000 LUMENS. 12. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (%2) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 13. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. 14. COLOR OF FIXTURE SHALL MATCH EXISTING FIXTURES. O� 0 4 r.� 10' 20' 40' 15. LIGHT LOCATIONS ARE APPROXIMATE AND SUBJECT TO MINOR FIELD ADJUSTMENTS. 16. THE LIGHTING SUPPLIER IS LIGHTS FANTASTIC, ATTN: KRISTEN KENNING OR AARON SMITH- 271-0570 FOR ALL FIXTURES. 17. ALL CONDUIT LOCATIONS SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING AND INSTALLED BY THE SITE CONTRACTOR PRIOR TO AND FOR THE LIGHTING SUB -CONTRACTOR. SEE ENGINEER/MEP DRAWINGS FOR LOCATIONS FOR DETAILS. Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com0 P\_T H OF U �9 Alan G. Franklin � Lic. No. 35326 w T = ASS �. O N A L ISSUED: SCALE: REVISIONS: SHEET 06-11-20 ill =20' OF 8