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HomeMy WebLinkAboutSDP201800030 Letter of Revision Letter of Revision 1 2019-07-01SITE Ik TAX PARCEL AND OWNER INFO-- TOTALAL SITE AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: LIMITS OF DISTURBANCE: SOURCE OF SURVEY: SOURCE OF TOPOGRAPHY: BENCHMARK: SUPPLEMENTAL SURVEY: SOURCE OF WETLAND SURVEY: COUNTY, STATE: MAGISTERIAL DISTRICT: AGRICULTURAL FOREST DISTRICT: WATER SUPPLY PROTECTION AREA: WATER RESOURCE AREA: WATERSHED: MISS UTILITY TICKET NUMBER: EXISTING USE: PROPOSED USE: T14F: r;:IUTI;D AT nl;l vF:nF:Di; PARCEL06100-00-00-15400 SENIOR CENTER INCORPORATED D.S. 4147 P. 128 1180 PEPSI PL. CHARLOTTESVILLE, VA 22901 5.91 ACRES (PER ALBEMARLE COUNTY RECORDS) 5.75 ACRES (AFTER TMP 61-154E OFF CONVEYANCE) 0.22 ACRES 3.66 ACRES 6.56 ACRES ALTA/ACSM LAND TITLE SURVEY WW ASSOCIATES, INC. 6/6/2007 AERIAL SURVEY BY: VIRGINIA RESOURCE MAPPING APRIL 2005 CHISEL SQUARE ON STORM STRUCTURE EX D-9 ELEVATION = 442.89 WW ASSOCIATES, MAY 2, 2017 WILLIAMBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 ALBEMARLE COUNTY, VA RIO N/A N/A DEVELOPMENT AREA - NEIGHBORHOOD UPPER RIVANNA RIVER N/A VACANT SENIOR CENTER PHASE 1 (COMMERCIAL) AUDITORIUM/SUPPORT 7,400 SF CAFE 900 SF CLASSROOMS 7,300 SF HEALTH CLINIC 4,200 SF OFFICES 6,300 SF PUBLIC SPACE 10,400 SF BUILDING SERVICES 6,300 SF OUTBUILDING 440 SF PHASE I TOTAL 43,240 SF SENIOR CENTER PHASE 2 (COMMERCIAL) 16,760 SF PROJECT TOTAL 60,000 GSF AREA TABULATIONS: PHASE I ROADS/CIRCULATION = 2.10 AC BUILDINGS = 1.0 AC SIDEWALKS = 0.56 AC OPEN SPACE = 2.25 AC TOTAL = 5.91 AC PHASE II ROADS/CIRCULATIONS = 2.10 AC BUILDINGS = 1,37 AC SIDEWALKS = 0.56 AC OPENSPACE = 1.88 TOTAL = 5.91 AC COMP. PLAN LAND USE DESIGNATION: MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICTS: AIRPORT IMPACT AREA - AIA STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED ZMA'S RELATED TO PROFFERS: ZMA 2004-00007 (REVISED JULY 22, 2014,) SETBACKS/BUILD TO LINE PER ZMA: FRONT BUILD TO LINE - 5.0' OR WITHIN 2' OF EXISTING EASEMENT SIDE SETBACK - 5.0' REAR - 10' STEPBACK: N/A MAXIMUM NUMBER OF EMPLOYEES: 20 MAXIMUM STRUCTURE HEIGHT: 50' ADJACENT AREAS: NORTH - RESIDENTIAL EAST - RESIDENTIAL SOUTH - BELVEDERE BOULEVARD WEST - BELVEDERE BOULEVARD PARKING SPACES REQUIRED: (NO ON STREET PARKING IS PROPOSED OR APPROVED WITH THIS SITE PLAN.) PHASE 1 (43,240 SF) PARKING REQUIRED: 3.2 SPACES/1,OOOSF X 43,240SF = 139 SPACES PARKING PROVIDED: 233 SPACES PHASE I & II (43,240SF + 16,760SF = 60,OOOSF) PARKING REQUIRED: 3.2 SPACES/lOOOSF X 60,OOOSF = 192 SPACES PARKING PROVIDED: 233 SPACES PARKING SPACES PROVIDED: 233 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVES THIS PROPERTY. IT IS LOCATED ON THE NORTHERN SIDE OF BELVEDERE BLVD DIRECTLY IN FRONT OF THE PROPERTY, THERE IS AN ADDITIONAL FIRE HYDRANT APPROXIMATELY 500' SOUTH OF THE SITE, ON THE OPPOSITE SIDE OF BELVEDERE BLVD. ALL LANDSCAPING AND STRUCTURES WITHIN EASEMENTS WILL BE REPLACED, IN KIND, IF EVER REMOVED BY THE EASEMENT HOLDERS DURING MAINTENANCE OR EXPANSION OF THE UTILITIES WITHIN THE EASEMENT. PROJECT TIMING: THE ANTICIPATED START DATE FOR CONSTRUCTION IS FALL 2018. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12-18 MONTHS. � � l ALBEMARLE COUNTY, VIRGINIA 0 1 a VICINITY MAP 11! SENIOROWNER/APPLICANT: CENTER INCORPORATED CHARLOTTESVILLE, VA C�191 HIL SDALE DR. CONTACT: ATHOMPSON 4974-7756 EMAIL: �PETER�-CUTHECENTERCVILLE.ORG GROUP ENGINEER OF RECORD: TIIMMONS •8 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) i M ► OA. O. SUbmitiel Type Reviewed end Approved by the OArrlrrlunl} D-ivelopment DepartmentDote � 1 Sir' Kure Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 PROFFERS C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 STEEP SLOPES C2.2 DEMOLITION PLAN C4.0 LAYOUT & UTILITY PLAN PHASE I C4.1 LAYOUT & UTILITY PLAN PHASE II C5.0 GRADING & DRAINAGE PLAN �S� GDIN S OTS SHQT r , a �y C6.0 STORMWATER SUMMARY PLAN C6.2 PIPE AND INLET CALCULATIONS C7.0 PROFILES C7.1 PROFILES C7.2 SIGHT DISTANCE PROFILES E1.00 PHOTOMETRIC PLAN E2.00 LIGHTING CUTSHEETS E2.01 LIGHTING CUTSHEETS E2.02 LIGHTING CUTSHEETS E2.03 LIGHTING CUTSHEETS E2.04 LI 1NG,CUTSHEETS NUMBER OF SHEETS= 24 SDP2018-30 LETTER OF REVISION 1 SUMMARY OF REVISIONS COVER SHEET: THE OWNER/DEVELOPER ADDRESS AND EMAIL ADDRESS HAVE BEEN REVISED. THE STORMWATER SUMMARY PLAN HAS BEEN ADDED, EXISTING CONDITIONS: A NOTE HAS BEEN ADDED'STATING THAT THE EXISTING CONDITIONS SHOWN MAY NOT BE CURRENT DUE TO CONSTRUCTION, E&SC: EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REVISED TO ACCOMMODATE REVISIONS TO SITE PLAN. LAYOUT PLAN: THE SIDEWALK ON THE SOUTH SIDE OF THE BUILDING HAS BEEN REVISED. ONE CROSSWALK FROM THE PARKING LOT TO THE BUILDING HAS BEEN REMOVED. A PROPOSED RETAINING WALL HAS BEEN ADDED ON THE SOUTHWEST SIDE OF THE PARKING LOT. GRADING AND DRAINAGE: ROOF LEADERS HAVE BEEN ADJUSTED AT THE GARDEN SHED. THE LOCATION OF STORMWATER STRUCTURE 172 HAS BEEN MODIFIED. GRADING THROUGHOUT THE PARKING LOT AND SOUTH OF THE BUILDING HAVE BEEN MODIFIED. NO CHANGES WERE MADE THAT AFFECT THE ORIGINAL APPROVED WATER QUALITY AND WATER QUANTITY. STORMWATER SUMMARY PLAN HAS BEEN ADDED TO THE PLANS. A NOTE HAS BEEN ADDED STATING THAT NO CHANGES MADE HAVE AFFECTED THE APPROVED WATER QUALITY AND QUANTITY. PIPE AND INLET CALCULATIONS HAVE BEEN REVISED DUE TO REVISIONS TO GRADING AND DRAINAGE. PROFILES: UTILITY PROFILES HAVE BEEN MODIFIED TO REFLECT CHANGES IN SURFACE ELEVATION AND THE LOCATION OF STRUCTURE 172. PHOTOMETRIC PLAN: REVISIONS HAVE BEEN MADE ACCORDING TO THE MODIFICATIONS TO THE LAYOUT. THE MANUFACTURERS AND CATALOG NUMBERS HAVE BEEN REVISED. Trip Generation Summary The Center at Belvedere ITE WEEKDAY TRIPS AM PEAK HOUR PM PEAK HOUR ILAND USE CODE AMOUNT UNITS AUT IN OUT TOTAL IN OUT TOTAL Phase 1 Recreational Community Center'} 495 43,240 S.F. 1,462 59 30 89 58 60 118 Phase 2 Recreational Community Center(�) 495 16,760 S.F. 567 22 12 34 23 23 46 SOURCE- Institute of Transportation Engineers` Trip Generation Manual 9th Edition (2012) I`Note: 1. ITE has no data for a senior recreation center. The trip generation estimates shown are for a standard recreational community center (all ages) and likely over estimates the trips that would be generated by the proposed use. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-8 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET,VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972-7764 ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1128/19 REV 7 4/18/19 REV 8 6/6/19 REV 9 6/27/19 y i original Proffer: 1.0/12/2005 o ' Greenwa}�-' The Owner shall dedicate and convey to Albemarle County, upon Rivanna River, The Owner shall dedicate right-of-way within six (6) months following Amended Proffer: be applied to the Property if the ZMA is approved by Albemarle County. These conditions demand by the County, a strip of land no less than one hundred (100) feet in '~width and are proffered as part of the ZMA and it is agreed that: (1) the ZMA itself gives rise to the adequate it) width to accommodate the construction, maintenance and use of a ten 10 foot written notice of demand by the County. Such reservation shall remain in place through (Azrizndment #i� { } December 31, 2025, The County must accept the dedication within twelve (12) months need for the conditions, and (2) such conditions have a reasonable relation to the rezoning wide pedestrian trail along the Rivanna River from the Property's boundary with Dunlora followingits demand for dedication. Should this road be removed from The Albearle PPROFFER FORM requested. Faun ('Tax Map 62 Parcel 16-A) to the Property's boundary with the Southern Railwayri t- m ' County Comprehensive Plan, said reservation shall become null and void, and the Owner or of -way (as it exists on November 19, 2004) (the "Greenwa;"}. The precise location of the Successors shall retain fee simple ownership of the parcel, greenway shall be mutually agreed upon by the Owner and the County, and such agreement 1. Plan Exhibits. shall not be unreasonably withheld. The Greenway will be conveyed in the farm of general Date of Proffer Signature 1{l/i(3/2005 g 4.2,1 North Free State Connector Extension Road Design. The Owner shall warranty deed and the Owner shall bear the cost of a survey and preparing the deed. Upon demonstrate to the satisfaction of the County Engineer and VDOT that the North Free State ZMA # 2004 00007 1.1 Exhibits not in the Code of Development. The following exhibits which are not request by the County, the Owner shall also contribute ten thousand part of the General Development Plans or the Code of Development are proffered as a dollars ($1Q,0QQ) cash Connector Extension Road can be accommodated by the Block 2 Development Plan, Tax Map 61, Parcels 154,157,153,160,161 p p for application toward the cost of constructing the Greenway according to the Count 's part of this rezoning: g y Approval by VDOT and the County Engineer must be secured prior to final platting and road Tax Map 62, Parcels 2A,213,2C,3,5, 6A Tax Map 62A3, Parcel i current standards for a class B trail. Such contribution shall be made by Owner within 30 plan approval in Block 2. days of receipt of a written request by the County, If the request is not made within seven (7) Exhibit 14 Archaeological Survey Summary years from the date of submission of the first final site plan far P}lase I, this cash proffer shall 4.3 Free State Road Ri ht-af wad The ©caner shall dedicate upon demand by the 206�682 Acres to be rezoned from R-4 to eihbarhac�d 1Iodei District {NIIfD) Exhibit 15 Architectural Reconnaissance Survey become null and void, If such cash contribution is not fully expended for the stated purpose County, a fifty (50) foot wide right-of-way along portions of the existing Free State Road that With respect to the property described in rezoning application #ZMA-2004-QQQQ7 (the 2. Affordable Housing, within two (2) years from the date the funds are contributed to the CoLinty, all unexpended are an the Owner's Property from its proposed intersection with Belvedere Blvd between p funds shall be refunded to the Owner. If the greenway is not used for the purpose for which it Road C and Road K to its intersection with Loring Run Road. Where the road is only "ZMA"), Belvedere Station Land Trust is the fee simple owner of the fallowing parcels: is dedicated within ten (10) years from the date of dedication, the County shall transfer the partially on the Property, the Owner shall dedicate sufficient right -of way width. to ensure a 2.1 Cash Contribution. Owner shall contribute to Albemarle County a minimum of }and back to and far the use of the Owner to be used as open space. The Owner will provide TMP 61-00-00-ISM€ one thousand dollars ($1,000) per single family detached dwelling unit seven hundred fifty p total right-of-way of not less than fifty (5{7} feet inclusive of the existing proscriptive light - one fty a pedestrian connection to the Greenvay through the Belvedere Community s internal trail of -way. The right-of-way shall be conveyed within six (6) months following receipt of TMP 61-00-00-155 dollars ($750) per single family attached or townhouse unit, and five hundred dollars ($50Q) system, as illustrated in Exhibit 5A, 5B, and 5C. TMP 61-00-00-160 written notice by the County, in theform of a general warranty deed and the Owner shall per multi -family condominium unit. The cash contribution shall be due and payable with bear the cost of a survey and preparation of the deed, If the dedicated land is not used for the Tt�VM 61-04-00-161 each application for a building permit. This cash proffer shall not apply to Carriage House 33 Greenway br7d2e: Within thirty (30) days following request by the County, " h purpose for which it was dedicated within two (2) years from the date of dedication, the 1 MP 62-00-00-5 units or multi -family rental housing. This cash contribution shall be used for the purpose of Owner shall contribute ten thousand dollars ($10,000) cash for application toward the cost of County shall transfer the }and back to and for the use of the Owner. ® TMP 62-00-00-2C funding affordable housing programs including those provided by nonprofit housing agencies constructing a pedestrian bridge linking the Rivanna River Greenway in Dunlora (Tax Map > TMP 62-00-00-6A within Albemarle County. If this cash contribution has not been exhausted by the County for Parcel 62F-A3) to RiverRun (Tax Map Parcel 62-DI-IA),thereby allowing neighborhood y g4A Connection to Dunlora Faun. The Owner shall dedicate upon demand by the TMP 62A3-00-00-1 the stated purpose within ten (10) years from the date of the last payment of the contribution, residents access to facilities in Pen Park and other portions of the Greenway system. If the all the unexpended funds shall be refunded to the Owner. Y y County, a fifty (50) foot wide right-of-way extending froze Road D to the property line at the Belvedere Station Land Trust is the fee simple owner ofa �/z interest, along with Charlotte C. request is not made within seven (7) years from the date of submission of the first final site eastern terminus of Road J, as shown an Exhibit 2C of the General Development Plan. The plan for Phase 1, this proffer shall become null and void. If such cash contribution is not right-of-way shall be conveyed within six (6) months following receipt of written notice by 22 and Jacob C. Levenson in a 5.40 acre Belvedere Road ROW associated with TMP 62-00- .Carrie&e House Units. Owner proffers to require through the lot sale contracts on expended for the stated purpose within two 2 ears fro 00-2A., which is wholly owned in fee simple by Charlotte G. and Jacob C. Levenson the Property the construction of a minirraurn of 103 Carriage House Units on the Prrperty that � { } y m the date the funds were the County, fee simple, in the form of warranty deed and Owner shall bear the cast meet the requirements for a single family dwelling as defined in the Virginias Uniform contributed to the County, all unexpended funds shall be refunded to the Owner, of a survey and preparation of the deed. The County must accept the dedication within twelve (12) months following its demand for dedication. If the dedicated land is not used for the Dunlora LLC is the fee simple owner of the following parcel: Statewide Building Code. Each Carriage House Unit shall conform to the Code of 4. Road Construction and Reservation of Right-of-way. purpose for which it was dedicated within ten (10) years from the date of dedication, the Development, Appendix A, Carriage House Units, General Standards. Each Carriage House County shall transfer the farad back to, axud.far the use of, the Owner. 14 TMP 61-00-00-157 Unit shall be on the same parcel as the primary dwelling unit to which it is accessary, 4.1 North Free State Connector Road, The Owners shall dedicate upon demand by Carriage House Units may not be subdivided from the primary residence, The subdivision the County a one hundred 0 00) foot wide right-of-way to public use as shown on Exhibit 213 4.5 Fairview Access. The Owner agrees to provide to Fairview Swim Club -s;*n*"9 Robert Hauser Homes Inc. is the fee simple owner of the following parcel: restriction shall be described on the plat creating such parcels and be incorporated into each of the General Development Plan and labeled "Reserved Road ROW". Where less than one deed conveying title to such parcels. a fifty (50) foot wide access easement from Belvedere Dave to the edge of the Fairview hundred (100) feet of right -of way is available on the Owner's Property (Approximately the Swim Club Property, (Tax Map Parcel 61-160B and 61-160C) to facilitate vehicular access StoneHaus Inc. and HenTryy Nelson Sprouse are the fee simple owners of the fallowing parcel 3. Open Space and Greeuwa�. -2 TMP 62first 800 feet from Rio Road), the Owner shall dedicate the available right-of-way. Fee to the existing Fairview entrance or in other such location that is mutually agreeable to the e73 simple interest shall be dedicated by the Owner within six (6) months following receipt by parties and in conformance with applicable County and VDOT regulations. The Owner shall the Owner of written notice of demand by the County. The Owner shall pay for the costs of grant easement within sixty {60) days following approval of fugal road plan for Belvedere TMP 62-00-00-3 3.1 Open Space The Owner shall restrict from development all open space areas surveying and preparing deeds necessary to complete such dedication. The County must Boulevard in Phase 1. which are areas not shown as development parcels on the General Development Plan. In no accept the dedication within twelve (12) months following its demand for dedication, The foregoing parties are collectively referred to herein as the "Owner," which term shall event shall the total area of open space areas, which include the preservation areas, include any successors in interest. All of the parcels listed above are referred to collectively conservation areas, greenway (defined in 3,2 below), buffer and park areas shown on 4.2 Future North Free State Connector Extension Road. The Owner shall dedicate a 5• Overlot Grading Plan as the "Property." Exhibits 5A, 5B and 5C of the General Development Plan, be less than twenty-five percent one hundred {1 QO} foot strip of land along the Pro err bound (25%) of the total Iand within the Property. These areas shall be for the use and enjoyment p Y dry with the Norfolk Southern 5,1.- Subdivision Plans. The Owner shall submit an overlot grading plan rneeting the ,> 1 Ym Railroad as shown on Exhibit 2C of Elie General Develo went Plan and labeled "1QQ' requirement of this section hereinafter, the"plan")with the application for each subdivision Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance (the "Ordinance"), of the residents of the Property, subject to the restrictions that may be imposed by any Reserved Road ROW" for dedication upon demand by the Countyfor the purpose of q Propertyto single family g detached lots and single family attached dwelling units shown Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall declaration recorded as part of a conveyance of these,areas to a homeowner's association. constructing a road that extends the North Free State Connector Road northward across the 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 • thousand (5,000) pounds or more, primarily employed for construction, industrial, maritime, Planning prior to land disturbance within the study area. All Phase I Phase 11 and Phase III RECEIVED approved by the County Engineer prior to final approval of the subdivision plat. The studies shall meet the Virginia Department of Historic Resources' Guidelines for Preparing mining and forestry uses. Property within the subdivision shall be graded as shown, an the approved plan. No Archaeological Resource Management Reports and the Secretary of the Interior's; Standard 16 2013 certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer' and Guidelines for Archaeological Documentation, as applicable, and shall be conducted 8 Code F nforeement W IAT has determined the hat grading is not consistent with the approved grading plan. The plan under the supervision of a qualified archaeologist who meets the qualifications set forth in ES shall satisfy the following: the Secretary of the Interior's Professional Qualification Standards. All approved treatment 8.1 Architectural Standards-- The Owner shall prepare and record a declaration of a s plans shall be incorporated into the plan of development for the site and shall be adhered to covenants, conditions and restrictions that, among other things, establishes architectural (a) The plan shall' show all proposed streets, building sites, setbacks, during the clearing, grading, and construction activities thercon. surface drainage, driveGvays, trails, and other features the County Engineer standards equal to or more stringent than the architectural standards in the Code of COUNTY OF ALBEMARLE determines are needed to verify that the plan satisfies the requirements of this Development, and establishes an Architectural Standards Committee ("ASC"). The Department of Community Development 6.2 Potential Artifacts. Should Phases I or 11 or III studies yield objects or artifacts of declaration shalt include among the powers and duties of the ASC the authority and 401 McIntire Road, Room 227 proffer. archaeological significance, these objects shall be conveyed to the Virginia Department of res t�nsibilit to determine that each structure within the Property complies with Charlottesville, Virginia 229f}2-43G p Y P i'hranc 43? 26-$3? fax34 972-412G (b) The plan shall be drawn to a scale not greater that; one (1) inch equals Historic Resources (VDHIi.) for long term preservation. Should Phase III fieldwork yield all applicable architectural standards before submitting the proposal to the County to conduct fifty (50) feet. subsurface architectural features and artifacts related to 18`' or early l9"'-century domestic its review for campIiance with the architectural standards established in the Code arch 28, 2013 (c) All proposed grading shall be shown with contour intervals not greater occupations at Free State, and should Q� t ' ry than two (2) feet. All concentrated surface dralinage over fats shah be clearly 1 ould these sites be deemed archaeola ic.a}} significant b g " y g y of Development. archaeologists with the Digital Archaeological Archive of Comparative Slavery shown with the proposed grading. All proposed grading shall be designed to White, Herbert, P.E.(DAACS) based at the Thomas Jefferson Foundation, these artifacts will be submitted to the Signatures of All wners: Prated Names of All Owners: Date: 3040 Avemore Square Plaza assure that surface drainage can provide adequate relief fxom the flooding of archaeologists at the Thomas, Jefferson Foundation for analysis and entry into DAACS prior Charlottesville, Va 22911 dwellings in the event o storm sewer fails. to being conveyed to the VDHR. The Owner will be solely responsible for conveying all O {d) Graded slopes on lots proposed to be planted with turf grasses (lawns) - — FIE: SDP201100064 Senior Center- Belvedere, Mack 1 artifacts analyzed by DAACS to the VDNR within thirty (30) days of receipt of 'such ",—ede,,; Lana Tru rn Stec shall not exceed a gradient of three (3) feet of horizontal distance for each one artifacts. (1) foot of vertical rise or fall (3:1). Steeper slopes shall be vegetated with _ r blear Mr. White: low maintenance vegetation as determined to be appropriate by the County's 6.3 Roadside Markers. Upon request by the County, the Owner shall contribute a to ra am authority in its approval of an erosion and sediment control plan for p p Y pp p five thousand dollars ($5,000) cash to fund the cost of creating and installing t�va roadside Robert Hauser Hon es Inc. Manager by: On March 13, 2013 the Board of Supervisors approved the following variations as follows: historical markers as described in section 5 of the Code of Development. If the request is not N1, Hauser the land disturbing activity. These steeper stapes shall not exceed a gradient� Variation � of two (2) feet of horizontal distance for each one (1) foot of vertical rise or made within one (1) year from the date of approval of the first final site plan for Phase 1, this �, ; UL fall 2:1 ,unless the Cairn Engineer finds that the grading recommendations -, 1 Q ^ 5 To allow the maximum "Front build -to distance from street" for the building to vary from the ( ) t} ST` g proffer shall became null and void. If such cash contribution is not expended for the stated Ro rt au r Hontes ne. by CEO distance of 5' specified in Table 10 of i36lvedere`s Code of Development (page 36) to be for steeper slopes have adequately addressed the impacts. purpose within two (2) years from the date the funds were contributed to the County, all increased to 2' beyond'any existing utility easements that have been located along the road. This (e) Surface drainage may flow across up to three (3) lots before being unexpended funds shall be refunded to the Owner. approval was based on the followingcondition: collected in a storm sewer or directed to a drainage way outside of the lots. 'f' �= Q Table 1 Q of the Belvedere Code of Development must be updated prior to Final Site Plan No surface drainage across a residential lot shall have more than one- stoneHaus, tnc. by c> a . {i g 7. Phasing and Mitigation of Impact, approval, half (1 /2) acre of land draining to it, � G J r- All drainage from streets shall be carried across lots in a storm sewer r� l^� Variation #50 (g} g 7.1 Phasing, Phases of Belvedere infrastructure will be constructed sequentially ne" ' son Sprouse To allow a variation of building massing, interior parking access road and parking layout from first to a point beyond the rear of the building site. shown in the ZMA exhibits titled 'Block 1 and 2 General Development plant Exhibit 2B" and "Block p y g beginning with Phase 1 then 2, etc, This proffer shall not restrict the Owner's ability to I 1 and 2 Potential Development Scenario Exhibit 4". This approval was based on the following develop multiple phases concurrently nor shall it require the completion of all buildings and /U /f lJ S' conditions: 6. Preservation of 3distaric Stractrzres, Sites and Arclaeolpgical Sites, other improvements in one phase before beginning construction on the next, J C, Levenson The Pergola and Garden feature along Belvedere Boulevard, as shown on the exhibit, i will be required in addition to all standard street tree, parking lot, and site plan landscape S Y Property ?.2 Midg tion of Canstrtetian Traffic Impact. The Owner shall neither establish, G �Jnn�'cSY+ �hc x �v t{C requirements. 6.1 A1-Ghaeolo "cal Surue . A Phase 1 Archaeological Stud for the Pro e shall be submitted b tlzc Owner to the Director of Plazulu3 for his review and approval prior to 1!� + __ /�1 1! %/ q y $ pp p nor allow to be established, ingress or egress for any vehicle, heavy equipment, or farm Charlotte G. Levenson An updated description of Block 1 in the Belvedere Code of Development must be issuance of a grading permit. An archaeological resource treatment plan shall be submitted machinery or farm equipment to and from the Property except at the intersection of the provided prior to Final Site Plant approval. by the Owner to, and approved by, the Director of Planning for all sites in the Phase I study alignment of Belvedere Boulevard and East Rio Road, as shown on Exhibit 2B, and from the that are recommended for Phase 11 evaluation, and/or identifzcd as being eligible for inclusion northern se eat of Free State Road that Grasses Free State Bridge, as shown on Exhibit _ - _ Variaton #5'i#S1 gm signature of Atton,ey-in-t act Printed Name of Attorney -in -Fact To allow on -street parking along both skies of the "Parkway Section" of Belvedere Boulevard on the National Register of Historic Places. If a Phase 11 study is undertaken, such a study 1, of the General Development Plan, or on any public street shown on a final subdivision plat within Block 1 and the addition of a sidewalk on the far side of the road from the Senior Center For shall be approved by the Director of Planning and a treatment plan for said sites shall be that has been constructed and accepted by VDOT or bonded for acceptance by VI)OT. For pedestrian access to the parallel parking, which is a variation from both the ZMA and the submitted to, and approved by, the Director of Planning for sites that are determined to be purposes of this proffer, the terns "vehicle" means every device on or by which any person or eligible for inclusion the National Register of I istoriG Places andlor thane sites that require a property is or may be transported or drawn on a highway, except devices moved by human approved "Belvedere BLVD - Phase 1 road &Drainage Improvements" Site Flan (see section labeled °Belvedere Boulevard -100' R1W Parkway Section" on sheet 6 of 23). This approval was baser itn the following conditions: Phase III study. If, in a Phase 11 study, a site is deternined to be eligible for nomination to power or used exclusively on stationary rails or tracks, that are used in the construction on or a A minimum nine foot (9') paved parallel parking area must be provided on each side of the National Register of Historic Places and said site is to be preserved in place, the treatment below the Property, including all improvements placed on the property by the Owner, its the road section. Travel lanes will remain itnvelve feet (12') in Width, free of on -street plan shall include nomination of the site to the National Register of Historic Places. If a contractors, subcontractors or agents. The term "heavy equipment" means Self -prop relled, parking: Five feet (5') striped bikes lanes will be provided on both sides of the road Phase III study is undertaken for said sites, such studies shall be approved by the Director of self -powered or pull -type equipment and machinery, including engines, weighing five section as indicated in the Code of Development. A minimum six feet (6)` planting strip is required between the read and the 8' multi -purpose trail, as previously approved. A four foot (4') planting strip and five feet (T) sidewalk must be provided on the opposite side of Belvedere Blvd for safety and pedestrian access. • The full width of the multi -purpose trail must be within the Belvedere Blvd right-of-way. Either a boundary line adjustment or realignment of the road section will be required. • As shown on the exhibit, bike lanes must be provided on both sides of Belvedere Blvd. • Revised road plans must be approved by the County Engineer and VDOT. Work with the County Engineer to provide additional traffic calming measures to their satisfaction. • A revises[ Water Protection Ordinance plan must be approved by Engineering, VDOT acceptance of Belvedere Boulevard, An updated Table 8 showing the changes listed above (and variations #49 & #50) roust be provided as part of an updated Code of Development and Application Plan reflecting all variations approved since February 2, 2010 (the latest Code revision date) comprehensively prior to Final Site Plan approval, Please contact me If you have questions regarding this matter, Sincerely, 0 David Btrnish Chief of Planning CC. Belvedere Station land Trust; Robert M Hauser & Stan C Manooglan Trs 2421 Ivy Rd Charlottesville Va 22903 File: SDP20i l-00064 ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 513.444,4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 f. ivy SIG :{ T z tytArifl �i> Lic. No, 04W1 048507 0111 _J PIZ ISSUE DATE COUNTY SP 7/17/18 REV 1 8113/18 REV 2 9/21 /18 REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28119 r REV 7 4/18119 REV 8 6/6/19 REV 9 6/27/19 LEGEND ROADS SEWER TRAFFIC STOP BAR _ -' EXISTING SANITARY SEWER STORM PIPE &STRUCTURE N0. PROPOSED SANITARY MANHOLE tO DROP INLET & STRUCTURE NO. SAN--==- PROPOSED SANITARY SEWER CURB CURB & GUTTER WATER DRY CURB & GUTTER _,_._..__.._.._ EXISTING WATER LINE PROPOSED PAVEMENT 6" W PROPOSED WATER LINE PAVED DITCH 6" W PROPOSED VALVE JUTE MESH DITCH 6. PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK ® . CLEARING LIMITS GRADINS R-1 VDOT STANDARD STOP SIGN 200 --- - - EXISTING CONTOUR TC = TOP OF CURB BC = BACK OF CURB 200 PROPOSED CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL + 240.5 EXISTING SPOT ELEVATION BW = BOTTOM OF WALL TC 240.5 PROPOSED SPOT ELEVATION TS = TOP OF STAIRS BS = BOTTOM OF STAIRS T PARKING COUNT N/A = NOT APPLICABLE TO THIS PROJECT 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCINGIMAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COM PLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST 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 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ACSA GENERAL WATER & SEINER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 ACSA. 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 THREE AND A HALF (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 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 REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE_ OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OR 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293,5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 f jo.1lo, 0-=10204` 507 m C) m cq Lu u� w m m 0 ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11 /13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 BLASTING NOTES REV 4/18/19 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. REV 8 616/19 ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES REV 9 6/27/19 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE .AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS MOTES & DETAILS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 6/6/2019 GR-2,2A CONCRETE BUMPER BLOCK R= %4" CONTROL JOINT SPACED NON -SLIP BROOM FINISH ANCHOR WITH 5/8" REBAR �AT WIDTH OF WALK 3'-1�/2" 6'-3" 6'-3" IMBEDDED 24" IN GROUND -HANDICAP SIGN LOCATION (VAN) .. e EXPANS ANDICAP SIGN ION JOINT AT MAX OF 30', WITH HtiI- I ° VARIABLE WIDTH' N04%" ° PREMOLDED EXPANSION FILLER o LOCATION (TYP.) MAX. CROSS SLOPE 2 /o /VW� ��� r Jam? T' EOP \ EDGE OF o 0 o a o 0 0 0 0 0 0 0 0 \ 3/ PAVEMENT \� } s HEIGHT TOLERANCE _ /4°' PAINTED o 18' 18' CONC. WALK �\%i\ /�� o GR-2A GR-2 2 /o MAX. ,i ," (3'-1�/2" POST SPACING) (6'-3" POST SPACING) PER �j/ \/ 5 MAX DYNAMIC DEFLECTION n 2' MAX DYNAMIC DEFLECTION 3' ��-4 VDQT I 4 4" 3,000 PSI AIR -ENTRAINED 0 z SPEC. PAINTED__ _ _.__l _.__ ___. _ __ :_ _,_, .__. __ i_ __ _ _ _•__. _ _. CONCRETE ®' 1 STRIPE "'` •.,; a•. , �. �, _ -^ ;. r�'.. ; a ° •.'- ° -- ° - „ ° COMPACTED SUBGRADE 4 TYPE 21 B STONE COVER 99 I (TYPICAL) 8.' ' d aam M 8' 40 S' 8' 11' 5' I 9' I _ o : .. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS TYPICAL VAN ACCESSIBLE ACCESSIBLE / /`-' /- f ' 7' / `/ ... j - M ARCHITECT NOTES: HANDICAP SPACES REGULAR SPACE \�j�\�� % �� �� ��.� �r�j\� NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN BUSHMAN DREYFUS ARCHITECTS, PC / /i �/ �/, /i /i // /i, /i �/, %/, �/ �/, �/ �/, �/, �/ �/, �/, �/, ) ACCORDANCE WITH VDOT STANDARDS. 820-B EAST HIGH STREET N" DIA - a. ° ' ,w:`' CHARLOTTESVILLE, VA 22902 HOLE - GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE w_ ..° — r ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND COMPACTED SUBGRADE 4" 21-B STONE 434,295.1936 AS DIRECTED BY THE ENGINEER, FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. SENIOR CENTER DESIGN CONSULTANT 3" N FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W-BEAM LIFESPAN DESIGN STUDIO, LLC 4" BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET 554 BAXTER ROAD NOS, 501.01 AND 501.02. TYPICAL PA INGS®ACE DETAILS Rale C ETE SIDEWAL TINT DETAIL CONCRETE SIDEWALK PA EMENT SECTION LOVELAND, OH 45140 RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII NO Scale 513.444.4877BETWEEN 5 FEET AND 150 FEET. V-0" MIN. No Scale LANDSCAPE ARCHITECT I ( ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL $ - NOT BE SET WITH A VARIATION OF MORE THAN a. FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET PRAY DESIGN ASSOCIATES AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. SIGN EXPANSION JOINT WITH 1012 LOTTE VI PL ALL GR-2 AND G -2AA RAIL SHALL BE MAINTAINED AT CHARLOTTESVILLE, VA 22901 A HE OF 27" +�" TOLERANCE BASED OFF THE STD. U POST PREMOLDED EXPANSION 434.242.7642 3Ya DIA. CROSS SLOPE, CENTERLINE E TERLINERELEVATION, PAVEMENT GALVANIZED FILLER, "ZIP STRIP" OR HOLES EQUIV., SEAL WITH CIVIL ENGINEER ALL VEHICULAR TRAVEL FOR TRAILS SHALLEELAPPED FINISHED IN THE ROADWAYDIRECTION OF SILICONE SEALANT - 1/4" SEALANT TIMMONS GROUP o NON -SLIP BROOM FINISH CONCRETE 3� INTERNA- RAIL NON WELD PIPE 608 PRESTON AVE, SUITE 200 PAVEMENT LS.00 RAILING SYSTEM. WWF 6x6 W2.9XW2.9 CHARLOTTESVILLE, VA 22903 CRT POST SIM 2" 434.327.1688 SHEET 1 OF 1'-0" EXPANSION STRUCTURAL ENGINEER SPECIFICATION I JOINT 6' I -`a— --aa ° 10" 3,000 PSI AIR ENTRAINED PORTLAND DMwPv REFERENCE . `a CEMENT CONCRETE 110 THIRD STREET NE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) ,. r _ c 2" TYP �1e p CHARLOTTESVILLE, VA 22902 221 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 `'�'' 04 1'-2" TYP C9' I POST TO BE ° 434.293.5171 505 1' 2" TYP O o O o 501.04 '.:; •' e S�� #3 REBAR NOSES DRIVEN o 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER .: • :. 1„ O EMBEDDED DETAIL DETAIL L EC-1 I o • `° 'r.V•. 2 TYP MEP ENGINEER c� I I' a .' `.a'. .• •.' • .;�'� Y.'. .. }..:.. EXPANSION /\� /\\ /i STAENGL ENGINEERING ' ° r . • • . JOINT ��\ �� / /� �- COMPACTED SUBGRADE (CBR 11.2) 1159 CROZET AVENUE, SUITE R R IUsgs z DETAIL I b::;`y,'; : ,: .. ': CROZET, VA 22932 ^� CONCRETE � � _ ''` `';,•e •a "' PAVEMENT 34.295.8105 p� x 4 A A I `' ' s OWNER'S REPRESENTATIVE (n z �' ' ; • ° MATTHEWS DEVELOPMENT COMPANY F,y HANDRAIL POST DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 434.972.7764 I #4 REBAR n 12" O.C. •.. �. "•,' ANCHORING BOTH WAYS, CENTERED t (TYP) ui (n COMPACTED r o ` AGGREGATE - '•I a 0. N HEAVY DUTY' CONCRETE SECTION} B (n A •, ...j.Y SIGN AND POST DETAIL 4 L �-+ I NUMBER SOF RISERS, WASH AND COMPACTED ; y. • No Scale , C° '•.'r: LANDINGS PER SET OF STAIRS NO Scalejk ;I / h - -- - _m_ _.__ _ mmm_ 1.5" ASPHALTIC CONCRETE SURFACE 3(r1(sW It` "�,T:z,T _ COURSE - SM-9.5A L ic.lioa 0 10204&507 GEOTExriLE 7-112" 6' LENGTH FABRIC GEOTExTiLE 3.5" INTERMEDIATE BASE COURSE - BM25.0 �' 61.E ff FABRIC G£oTExTILE) 0.5' FROM EP - ti4 FABRIC EXTERIOR STAIRS & HANDRAIL �„ �� '�, o o a �F SECTION A -A SECTION A -A �+ 1 ( JCTION A -A NO Scale �_�� o o a a o a a 8" TYPE 2'1 B AGGREGATE SUBBASE COURSE MIN..3S s MIN. STEEL cAP 'fro o ANCHOR WITH 5/$" REBAR o o o 0 0 0 s MIN a a a c IMBEDDED 24" IN GROUND; -- a a a a I�d a f c o��0 0 o a 2 P E R WHEEL STOPNOTES, t- �! 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION {� Q COMPACTED SUBGRADE ® OUTSIDE THE CHANNEL WIDTH (W).`� - 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL /////. KI OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE 6" DIA. STEEL PIPE/�\WITH DETAIL 2 SHOWN ABQVE>FILLED WITH / / / /i � pP 3..GEOTExTILE FABRIC TO BE INSTALLED UNDER CLASS Al ,I, AND ]€ MATERIALS IN CONCRETE AND 1 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ACCORDANCE WITH THE SPECIFICATIONS. POWDER COATED " FAEBORECXTILE 4• S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. 3 5' °• (COLOR T(D BE a u 0 CULVERT. OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARC14 SELECTED BY CONCRETE e WHEEL SECTION $- x LLI USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OWNER) PRECAST CO N BETE V V H E E L STOP MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. / + �-+ TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MiNiMUM "T„ H EA V DUTY ASPHALT PAVEMENT SECTION > (FOR DESIGN STORM) (INCHES) NO ScaleLLI OUTLET PROTECTION MINUMUM LENGTH (L) No Scale CLASS Al CLASS Al DRY RIPRAP 8 fps 18 r PAVEMENT PATCH TYPE A INSTALLATION 3H /1 0 CLASS I CLASS I DRY RIPRAP 14 fps 24 TYPE B INSTALLATION 5H , CLASS CLASS 1t DRY RIPRAP 19 fps 36 11' I I=��=III—I I .' , ° ' ��1—I II M I i ® - L 2 ill IIF�II III III III II PAN PAT 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM 9.5A SPECIFICATION X •$ yO o O OmM o 0 REFERENCE CULVERT OUTLET PROTECTION 3.5' 20+� ROAD AND BRIDGE STANDARDS .. - 245 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION r 303 2'-0" DIAMETER o 0 0 0 0 0 0 6" TYPE 21 B AGGREGATE BASE COURSE 414 113.01 0 + n' 3,000 PSI AIR ENTRAINED o 0 0 oa o 0 0 CONC. FOOTING \/\\\/��\/\\\/\\\/\\\/\\\/\\\�/�. COMPACTED SUBGRADE ISSUE DAT E 5Maly PmTy " LUCKSTONE SHOULDER MIX 2" MINIMUM CONCRETE I BELOW STEEL PIPE $M-$500 RE 0 0 0 0 0 =0 • o TON] AWAY ZOE TOMW AyypY Z(X~E - COUNTY SP 7/17/18 a o o a a a a 8" TYPE 21 B AGGREGATE BASE COURSE /� DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS BOLLARD DETAIL VAN � � Y REV 8/13/18 o No Scale 6' ABOVE ACCE3�LE 6' ABOVE FINISHED FINISHED REV 9/21/18 COMPACTED SUBGRADE RAD E GRADE GRADE LIGHT DUTY' ASPHALT PAVEMENT SECTION REVS 11/13/18 SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR 0 0 0 0« 0 4" 57 STONE No Scale DENOTES EMERGENCY VEHICLE TURNAROUND ON PLANS < < PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) REV 12/13/18 \/\\/�\\//�\\\/\\\/\\\/ WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL EMERGENCY VEHICLE TURNAROUND SECTIONBE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. REV 5 1/10/19 No Scale � �•- - COMPACTED SUBGRADE DENOTES CLASS B TRAIL ON PLANS EXISTING PAVEMENT PROPOSED PAVEMENT 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A VA. SIGN FOR THE DISABLED ON 0.80 GAUGE GASLiNEREV. 1/28J19 ALUMINUM. COLORS: GREEN BORDER & > SAWCUT THROUGH E L MATCH EX. CROSS o��Z7���o� a LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, � _ CLASS TRAIL SECTION � EX. SURFACE REV 4/18/19 9 a a o a o EXISTING AGGREGATE BASE WHITE BACKGROUND. No Scale SLOPE UNLESS OTHERWISE COURSE � SPECIFIED ON PLANS W & REMOVE W REV 6/6/19 PAVEMENT COMPACTED SUBGRADE _ o- PARKING SIGNS FOR THE DISABLED 2' MIN' SURFACE D MILL AND OVERLAY SEQUENCE: o 0 0CD ��0 " No Scale _ REv9 6I27/1s / �� �������� 8 57 STONE 2" + COURSE REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE \\�\\/\\/\\�\\�\\/\\/\\/\\/ EXISTING NEWASPHALT SURFACE. PAVEMENT / COMPACTED SUBGRADE MILL EX, DENOTES MILL AND OVERLAY ON PLANS�v�/ DENOTES GRAVEL ROAD ON PLANS SURFACE COURSE NOTES DETAILS ° ° �, Trz ,..��c a a ° • BASE COURSE 6/6/2319 ILL AND OVERLAY PAVEMENT SECTION GRAVEL LOAD SECTION ° EP SAWCUT EX. EDGE OF PAVEMENT AGGR. BASE No Scale No Scale 5' NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT C1 A CURB TRANSITION DETAIL PAVEMENT REPLACEMENT JOINT DETAIL ' , No Scale No Scale � 1 SPECIFICATION CLAUSE E S100K POWERDRAIN - LOAD CLASS A EXPANSION JOINT TO PAVEMENT PER SEE NOTE 4 ENGINEER'S DETAILS DESIGN SEE NOTE 3 DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE "'111&4 POLYMER CONCRETE S100K CHANNEL SYSTEM WITH DUCTILE IRON RAILS AS MANUFACTURED BY ACO A lip POLYMER PRODUCTS, INC. MATERIALS < CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN DUCTILE IRON RAIL. Aj F 3 4. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% 4" [100mm] FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES BI 17 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (100mm) NOMINAL INTERNAL WIDTH WITH A 6.29" (160mm) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0,5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. 4" [100mm] 4" [100mm] THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES NOTES: PROVIDED BY ACO POLYMER PRODUCTS, INC. 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. CHANNEL SHALL WITHSTAND LOADING TO PROPER ENGINEERING ADVICE MAY BE REQUIRED, LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD AIR POCKETS. CLASS SPECIFIED AND INTENDED APPLICATION. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL GRATES SHALL BE SECURED USING'POWEIRLOK' AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE CERTIFIED TO MEET THE SPECIFIED EN DETERMINE PROPER LOAD CLASS. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. SKI-A-ECP SlOOK-POWERDRAINIADCLIA :A -L0 A ASS ACO Polymer Products, Inc. Exposed Concrete Pavement 825 W. Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. Casa Grande, AZ 85122 Mentor, CH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520-421-9988 Tel: 440-639-7230 Tel: 440-639-7230 0 E: 08/25/15 Fax: 520-421-9899 Fax: 440-639-7235 Fax: 803-802-1063 NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 11411&2_P N111 % MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLAN&TAKE OFF) (6" MIN, ON 12" - 24', (5) ADAPTER 10' MIN. ON 30") ANGLES VARIABLE 0'- 360' ACCORDINGTO PLANS 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001 -110-111 FOR NON TRAFFIC INSTALLATION. 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. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CIS URBAN STANDARDS. 4" 2" RADIUS SURFACE BASE SUBBASE 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED -ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-3 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 12" - 10" MIN, ON 30" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 12" - 24' BASED ON MANUFACTURING REQ.) AVAILABLE: 4" - 30" FOR CORRUGATED HDPE 6" MIN ON 30" (ADS N-1 2/HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 36), X PVC DWV (EX: SCH 40), PVC IC900/C905, . CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS It, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. WATERTIGHT JOINT BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HDPE SHOWN) 12" - 30" PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 12"-30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTMA536 GRADE 70-50-05. 2 12" - 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" QUE TO SHIPPING RESTRICTIONS, SEE DRAWING NO, 7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EEC MATERIAL 3130 VERONA AVE. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL, CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, CA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4-20-07 PVC PHN (770) 932-2443 N-12 HP, & PVC SEWER (4- - 24"). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR St FAX (770) 932-2490 5 - ADAPTERS CAN BE MOUNTED O'TO 360'. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECTNOdNAME Nyl'otla www.nyI0pIaSt-U5x0M' ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-1 fl-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ROAD AND BRIDGE STANDARDS 6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11_16 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL SHEET OF11 REVISION DATE NO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN I PERMISSION FROM NYLOPLAST, ' oom NYLOPLAST I DWG SIZE A SCALE 1:40 SHEET I OF 1 DWG NO. 7001.110-283 REV D 201.02 PB_1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE XLINE 1: GROUND GROUND LINE J J=I I� 4_ I It - I El `3 1 ED 113 11- ?L-rrrr a I-= I EARTH ROCK OR EARTH + UNYIELDING SOIL III 11= BEDDING MATERIAL IN 11, --1 MIN. MIN. 1/10 D' 1-11 _3 I 1=1 D �L-BEDDING H=L ''L MIN. 1/10 D 1/10 D_ D X BEDDING X MATERIAL MATERIAL x PER V OF H MIN, 8'', MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN 1.5 x D MIN. 1,5 x D MIN. 1.5 x D MIN. 1.5 x_L� I_ MIN, 1.5 x D I MIN. 115 X D LL - i- - TOP OF F1l TOP OF FILL TOP OF FILL . ....... .... :rrrr rrr.... • + GROUND GROUND I LONE••+ ROUND LINE E=L IN 3.X C2) \- ROCK OR llnit7tt EARTH 5- 'L I � 1_11- ELDING i 4 11- - 11 11 MIN. 1/10 BEDDING 1/2" PER SOIL MIN, 1/10 D D D D I" OF H x D �--BEDDIIINIG EARTH MATERIAL MIN� 1/10 D MIN. 8'', BEDDING MATERIAL MAX. 24'' MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 302 OF THE ROAD AND BRIDGE NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPFCtFICAT ONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICAT ON.SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE StZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. rs IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, XVDOT SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFERENCE SHEET I OF 4 REVISION DATE CIRC. PIPE BEDDI'I'14'G AND BACKFILL - METHOD "A" 302 105 107.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 502 61, SURFACE BASE SUBBASE 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 RADIAL (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CO-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 1O'OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION wM* IAN! =I - 7 A - - - - - - - - - - 6" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG-2 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES* DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) r__ 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 WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX RAMP 121 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. cnm C= 1 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO B, THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF J0-.1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED VCENTER TO CENTER ALONG TYPE A 00 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR fg = CONCRETE COVER 1'12". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5, MIN af (A /X 0-0"S" > 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDMAX SURFACE -7 z BY THE ENGINEER THEY ARE To BE PROVIDED AT INTERSECTIONS WHEREVER 0 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12:1 MAX 0 0 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 8 V BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE BASE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL 0 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL >_ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 6. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ARCHITECT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX BUSHMAN DREYFUS ARCHITECTS, PC _y. 820-B EAST HIGH STREET PERPENDICULAR TO THE CURB. 5- MIN XX X �4 �-W- SUBBASE 9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RADI]CANNOT CHARLOTTESVILLE, VA 22902 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4L 434.295.1936 TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN I TRUCK TRAFFIC) FOR CONCRETE DEPTH. A HIGHER THAN EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K X SAME AS TOP OF CURB SENIOR CENTER DESIGN CONSULTANT THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. LIFESPAN DESIGN STUDIO, LLC 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 554 BAXTER ROAD A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' PARALLEL & PERPENDICULAR LOVELAND, OH 45140 LANDING AREA MAY INCLUDE THE GUTTER PAN, TRUNCATED DOME c) 513.444.4877 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 16-2 4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 0 0 0 0 LANDSCAPE ARCHITECT THE BACK OF CURB- 4C 0 0 0 0 0 0 0 0 0 0 0 0 e- PRAY DESIGN ASSOCIATES _& 0 a 0 0 a 0 0 0 0 0 0 0 1012 WILDMERE PL LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p CHARLOTTESVILLE, VA 22901 434.242.7642 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50;1 65Z OF BASE DIAMETER CIVIL ENGINEER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.- TIMMONS GROUP -'-�DETECTABLE WARNING 61:::2�- TOP DIAMETER AT BACK OF CURB VARIABLE FULL WIDTH OF RAMP FLOOR 608 PRESTON AVE, SUITE 200 SEE NOTE 12. BASE DIAMETER iPAY LIMITS CHARLOTTESVILLE, VA 22903 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 434.327.1688 INSTALLED ON A RADIUS DETAIL DETAIL STRUCTURAL ENGINEER NvDcrr XVC)OT SPECIFICATION DIVIWPV ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS CC-12 DETECTABLE WARINJING SURFACE REFERENCE- 110 THIRD STREET NE REVISION DATE SHEET 1 OF 1 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 CHARLOTTESVILLE, VA 22902 201.01 203,05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 434.293.5171 CG-12 MEP ENGINEER A 5� MIN STAENGL ENGINEERING #5 DOWELS, 8" LONG PERMISSIBLE 1159 CROZET AVENUE, SUITE A AT 12" C-C CONSTRUCTION CROZET, VA 22932 JOINT 12:1 MAX� 4' MIN 434.295.8105 12:1 MAXI OWNER'S REPRESENTATIVE 12:1 MAX "' MATTHEWS DEVELOPMENT COMPANY WITH BUFFER STRIP 434.972.7764 RAMP p 5, MIN (SEE _TA(SEE TABLE) Mp,'A_ -TRUNCATED DOMES t2'1 Mom' 4'MIN cl SEE SHEET I OF 5 FOR DETAILS ' 51-01, MIN A SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 MAWITH BUFFER STRIP 48 1 MAX MIN ? 12:1 CRAJ&Z 1 Ko' AR's felt 12:1 MAX. �2 MIN. SECTION A -A Lk. !,To. 040204859117 61271,19Fey WITHOUT BUFFER STRIP PERMISSIBLE 01�1 CONSTRUCTION < JOINT � A L 14 0 Ct R V) mo 0 SECTION B-B 4- CURB CROSSWALK A 4'AQUARE LANDING AREA OUTSIDE OF TRAVELWAY CROSSWALK CURB a SHALL BE PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CROSSWALK WITHIN THE SEE SHEET 1 OF 5. A�' CROSSWALK MAARRKEEA. D Cf) THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB CD 4: BUFFER STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION C\I SLOPE. 5 SIDEWALK CV WITHIN CROSSWALK < TYPE B PARALLEL z _MDNG 48;� MAX. DIAGONAL PLACEMENT APPLICATION SLOPE (D LANDING 48'1 MAX, LANDING 48:1 MAX. rr MINIMUM RAMP LENGTH SLOPE SLOPE > ROADWAY GRADE IN FEET CURB LLI IN PERCENT 4" CURB 6" CURB CURB 0 4 6 _j 0 CROSSWALK > 1 5 7Ax W CROSSWALK 12;1 LU LU 2 5fax 3 6 9 4 8 12 GRASS 0 OR U) 10 15 CONCRET CURB n n CURB _j E 0 WITH BUFFER STRIP WITHOUT BUFFER STRIPO 0 SPECIFICATION XVDOT SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CC-12 DETECTABLE WARNING SURFACE REFERENCE 105 SHEET 3 OF 5 REVISION DATE TYPE 8 (PARALLEL) APPLICATION 105 502 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-6 CG-9D NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 8c GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURSe, GUTTER SBALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, ^ k I COMBINATIUIN 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. WIDTH OF ISSUE DATE A �Rqp112 WIDTH OF ENTRANCE LI MITS OF PEDESTRIAN ACqESS ROUTE z 5; COUNTY SP 7/17/18 LIMITS OF PEDESTRIAN EXPANSION JOINT- Oil NON TRAVERSABLE ACCESS ROUTE 0 UNPAVED SPACE UN PAVED SPACE, I REV 1 8/13118 EXISTING OR PROPOSED WIDTH OF SIDEWALK OR SIDEWALK SPACE CURB INCLUDED IN z ENTRANCE ENTRANCE GUTTER 'Q REV 2 9/21/18 EXPANSION JOINT z ai- Z PH > <9 < < LIMITS OF PEDESTRI ACCESS ROUTE NON -TRAVERSABLE _- LIMITS OF PEDESTR AN ACCESS ROUTE REVS 11/13/18 < z SI nPF L0 z f ul Q - PEDESTRIAN ACCESS ROUTE DETAILS WITH & REV 4 12/13/18 FLOW LINE 0 WITHOUT UPAVED SPACE Q, ENTRANCE WIDTH ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS PEDESTRIAN REV 5 1/10/19 5D DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' OF ACCESS ROUTE f*1 EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT WAY. 15" EDGE OF PAVEMENT---' GAS LINE REV. 1/28/19 PEDESTRIAN ACCESS ROUTES PROVIDE A CON FINU UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AN D REV 7 4/18/19 HALF PLAN USED BY PEDESTRIANS, IF PEDESTRIAN ACCESS ROUTES 5E ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REV 8 6/6/19 REQUIRED WITH A MAX. 2;/ CROSS SLOPE, FICTION B-8 WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS 2,-0. STANDARD IS TO BE ADJUSTED TO MATCH REV 9 6/27/19 UNPAVED SIDEWALK SPACE THE MOUNTABLE CURB CONFIGURATION. PARABOLIC L SPACE C J5R V!E NORMAL GUTTER �K X L*O% - - - - - - - - - - - - X X X TO 10% CHANGE NOTES & DETAILS SECTION C-C 6" AGGREGATE BASE LE.SJ CONC. TYPE ISIZE 216 2'- 0" 5'- 0 POINT OF GRADE CHANGE 6/6/2019 12% MAX. SLOPE FOR CURB AND GUTTER ONLY 12 Z MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER 3 MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND BUILT CONCURRENTLY x x x 8 MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D C1 w2 -%V S PE CI FICATION DOT XVDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE REVISION DATE SHEET 1 OF 1 SHEET I OF - 1 502 201.03 203,03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION ' `. wt ca " g SECTION A -A SECTION B-6 1. THE S ARD SA ETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON E SUMMARY SHEET AND/OR THE DRAINAGE DIESCRIPTION.FOR MANHOI JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJ ' ACENT SAFETY SLABS SHALL BE WTO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE, SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-I IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE 4. SAFETY SLAB MAY BE CAST-IN�PLACE OR PRECAST- CAST -IN -PLACE CONCRETE TO BE 1-T CLASS A3 (3000 PSIL PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING :41_7 . . , STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE, WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY TYPICAL PRECAST UNIT XVDC3'r SPECIFICATION TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE. ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES REVISION DATE 302 VIRG1141A DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IN 24' IN MIN MIM MIN, MIN, 6" BEDDING STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, R6MOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE BE #68 STONE GRANULAR FILL AS APPROVED BY ACSA ZSTABLE SOIL OR OCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF IFIE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 1THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DE13RIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. IVI 7 7m, &MIN.7-. 3000 PSI CONC. BASE BENCH SLOPED TO BOW CHANNEL 1/4" 1` MIN BRANCH / FLEXIBLE CONNECTION -� NOTE: WITH STAINLESS STEEL --|-- ALL CONNECTIONS TO BAND / EXISTING MANHOLES SHALL Ld BE CORED AND A FLEXIBLE CONNECTION " BOOT" INSTALLED 0� � TYPICT`/�i��| MANHOLE PLAN AL /.',`�_ ^,/,`/v`/`''-�_ / �-'`'" �W/lVV{��� ��[)�N/`� T|� _ |N ^�//�/''/'»�� ��`^/`/�`�/` //�- ``' Lj F/ FOR ALL BENDS FOP WIDEN TRENCH TO ACCOMMODATE ANCHOR IF min BEDDING AS REQUIRED T ED MIN MIN SECTION 2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. FEE CU.YID ,24 t,FEE .10 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SlIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 14. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS CRIMP AND ROLL END OF COPPER PIPING � REMAINING COPPER PIPE TO BE VERTICAL T 24 MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT wTS naW-613 t@_TE�j MIN, 60' DIAMETER MANHOLE AN STEP DROP MANH13LE PVC CROSS -2' USE APPROVED FLEXIBLE RUBBER STOP COUPLING DROP PIPE PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY _90* RESTRAINED BE SEWER ND I INFLUENT PIPE RPE PLAN PROFILE MIR 6' BEDDING WITH NO, 68 STONE 1, HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN IWO 1 VERTICAL DROP PIPE SHALL BE $DR 26 P,V.C, SIZED 'THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TOTHE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE, MADE OF STAINLESS STEEL, 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTHTRANSITION FROM DROP CONNECTION DISCHAR43L POINT TO SPRING LINE OF IVIANHOLE INVEKT, 5, DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THL, ACCESS STEPS. _E 10" OR 12" DIAMETER DROP CONNECTION, OR 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGI TWO 8" DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION RN NOTE: RESTRAINED JOINT FITTINGS. Side View � on��m�m� wY =m��=���� � 8nhqned�e 012 x 14 (n|n 3^eo/n.penntru�ooi soU , or on qppmvwc ACSA. TYPICAL THRUST BLOCK IN AU AREA IN � 1 . PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2� . N41NIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL RE 8" 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED lsx pxOonNn COMPOUND, TYPICAL METER | NTS � FIG, W-78 24 EMBEDMENT SPRING LINE OF PIPE _,4r OT NO. 68 STONE REMAINING BACKFILL SHALL NOT coN!/HN ROCK MATERIAL LARGER THAN 5^ IN ANY DIMENSION --UvTI4LBACKFILL* UFTS) + THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCH|NC B�DQ|N��^ max - , � min -FOUNDATION (SHALL BE REQUIRED SOIL CONDITIONS ARE UNSTABLE NALL PI!PE) NOTE � 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VD0TRIGHT-DF-WAYSHALL BE BACKF|LLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8" BEDDING OF NO, 68 STONE Typ/(,A| SEWER PIPE INSTALLATION |� T��N(~A ��._.�___....~.. .., ..`^_.,~~.. NITS FIG. S-3 NOTEt HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6, MIN VALVE TEE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE: MAIN TO THE FIRE HYDRANT INCLUDING Di TCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL, BE INSTALLED AT LOCATIONS WHERE HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL 13E PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITHWITHPART V.SECTION oOF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS- SEWER PIPE HALL 12!' CLEARANCE BE PREFORMED BY MANUFACTURER OR _MiN. BETWEEN EXISTING PIPE AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER No68 STONE BEDDING CENTER W/RISER WA T-L (4 EACH) DOGHOUSE MANHOLE BASE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-I-A WITH 3,000 PSI CONCRETE OR NON-SHRINKNG GROUT ALLOW CONCRETE TO FLOW A MIN, WRAP EXISTING PIPE WITH V-121" BEYOND BASE NEOPRENE CASKET MATERIAL OF STRUCTURE - BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON CORROSIVE STRAPS, 1 %4 EACH SIDE OF OPENING 12' MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS 13EEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION 24 EMBEDMENT SPRING LINE OF PIPE - N REMAINING BACKFLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5^ IN ANY DIMENSION --|NTIALBACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCH|NG -BEDDING 8^ max 4^ min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE %ALL PIPE) NOTE � 1.OPEN CUTS IN PAVED AREAS YNTM|N EXISTING VDOT RIGHT-OF-WAY SHALL BE 8ACKF|LLED ENTIRELY WITH NO. 21A STONE. 2.FDR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4^ BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM V^ BEDDING OF NO. 08 STONE T\/�|�`�| ��VV�� �`|P� TYPICAL '~'`� `^`-```-'` PIPE `- |N�T�i| �T|[lN IN T���N[�A INSTALLATION ''` /.`u../ / NTS FIG. S-3 IL 00 IA � Z� � 0� > ARCHITECT BUSHMAN onsvFoaARCHITECTS, po neo'eEAST HIGH STREET onxnLorrsavuLs.vAeu90u 434.295./936 SENIOR CENTER DESIGN CONSULTANT uFsopAwDESIGN STUDIO, uo no4amTsnROAD uovsLawo.ox4m/4o 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012w/LowsnepL cxAnLoTTEuv/ue.vAo2oo1 434.242.76*2 ow/L Ewa/mssn r/mmowaonoup eunpnEonowAVE, SUITE uoo oHxnLorreov/uE`uxuuaou 434.3e7./e88 STRUCTURAL ENGINEER omwpv 110THIRD STREET ws o**nLorrsov/us.vAux9u2 434.293.5171 MEP ENGINEER unAsmuLswe/wcsx/we 11noonozsrAVENUE, SUITE x cnozcr.x^cuooz 434.295.8105 OWNERS REPRESENTATIVE 1-7 mATT*ewnDEVELOPMENT COMPANY 43*.e72,/7e* ?t4ll (�l 6127119 f;, ISSUE DATE GAS LINE REV. 1/28/19 ­�---­�,, -, \ , �, ol - ______� Ill-, I/ 1 2 , -11 - -1 ----- I 1-11, "I" - 11 -, \� - , I __ e, �' "� I _ - I ,I e -, I "I ; 1�' '117 .1 -, -_ "' " , " � ", - -_ I / - , -1 __�_ , , LAI ef&bll I .-i di'llj_ --' ---'-" --- ------- --- '--'- _11, � ", "I" ___ I 11 �l I I . " ; I __ -,- I/ d�-/O A 1; _11-, ----- 11", ll� "", "�, ,/,/-,, - 11 , , -I,-- -11 ___ - I � % I ­1­1 11-1111.1-- ­l, -, _­ '�__l I � , \ � \ � __­, 7, __ ­_ __-.1 1--,", ,�,, \ \ _', _ --- ___ _1­11 _­ ------' 1'__ 5 __ - I'll, "'�, , ,,_,_,,,�� ,,,'I- �_",/ NOTE: SITE IS UNDER CONSTRUCTION AND - I-' - \ � \ \ I 1, , I i�\ 11-( -I",' ", / ,�,­ ­__ "I - -- ___/ , ',,-,`,' -1� - G" c t, -,-,---,- - -,-"- -,-, ­­_­ _11, _-,, ,,--,, / Z, __ _,"ll "', _=C�_,D ,- ___ , Y, I ­11 , , \ " , \ � \ " ___ - , , _ --- - , " ) , __ "I ) I " , 1, I 1� ", � "I'll ____ .... � -, - __ ,___ ­-, - - \ ,'�, , - --l-, , ", � I ,? r, ij, � v t'-�'/ G I 5 ,',c),l 6­",", ,�!,,,,� ------- , - - ---- " ------ _11- - " "I ,�, '( a= == \ , \ % _­ -- , ­_ - / / \ -L "' ... ­­-, - I , I " I , .,,,,-,- , f ­­' ,,,,�, I-- ". 1­ - ..... .. - , "�c,,V_r,­ 6,I�s�"rr,-"r-f,c , � �� �,, "', // __ �,/ " " EXISTING CONDITIONS MAY NOT BE CURRENT. 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Yl z b A, #/ . .. ... ... .. u, f V% .......... . 7 k % J z-% 5, ...... . ... ARCHITECT v, IMIT-S-OF, 7-- _4, —A BUSHMAN DREYFUS ARCHITECTS, PC % 820-B EAST HIGH STREET A ­9" W ... .......... . ..... ....... g --DISTURBANCE CHARLOTTESVILLE, VA 22902 "P, v It 5-76,AC-1 pa'VIV11, -f-A/ 4­,� f, 434.295.1936 011� nF� .. . ......... . .. . ..... SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC - --------- - - 14, J ... ......... A'A "I - r1l, � 1 11 -- F I AIL� 554 BAXTER ROAD r 1% LOVELAND, OH 45140 V, 4 1 1p 0 IE . . . . ...... 513.444.4877 u TREE'A .. .... LANDSCAPE ARCHITECT — - - ------- - 'T T . . ...... PRAY DESIGN ASSOCIATES 05 -6 1012 WILDMERE PL VA 22901 v", N I T 434.242.7642 V­ C11- CIVIL ENGINEER ---- ------ % j_!w "WI, k 608 PRESTON AVE, SUITE 200 iim� 11 ;, -- -1., 11 41 , 'i I , A Moil* TIMMONS GROUP CHARLOTTESVILLE, VA 22903 V, I 434.327.1688 - - --------- A % 7' STRUCTURAL ENGINEER DrvlWPV .. ............ 110 THIRD STREET NE f . ... ... CHARLOTTESVILLE, VA 92902 434.293.5171 'M ---------- . . ... ...... . v MEP ENGINEER STAENGL ENGINEERING J_ DECIDL)OU,'_ j REMOVEAND REPLACE /'p k 1159 CROZET AVENUE, SUITEA G EE�-J 7`,T, EVERIC3 TE '5 CROZET, VA 22932 �XISTING PVC SANITARY SEWER o 434.295.8105 LINES W/ DIP. REFER TO SHEET C4.0 FOR EXTENTS _7 N f OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY i 434.972,7764 44 % REMOVE TREES _T: /k f 'N ACCESS ROAD REMOVE GRAVEL N % opt"! 'Y 4A p, N o� viv,,w 4 005 06E % "N U CPAUG W T. 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CHARLOTTESVILLE, VA 22902 CONSTRUC ION '2 ...... A)ISTURRANCE. 820-B EAST HIGH STREET 576- AC, '-k EASEMENT -o, TR Tj05 434.295.1936 ­­,� ... .. . ....... --T &AINING _R _A, ,kk ,ROUTE TRAIC WALL- -2, k, ...... vA­RIBLE WIDTH AROUND EXISTING----, - - ------ SENIOR CENTER DESIGN CONSULTANT ...... ... .. ..... ...... LIFESPAN DESIGN STUDIO, LLC k, "k, f kk 7TREES 7 I='F_l STREAM BUFFER k NbAF L L J c- .............. "k" k 554 BAXTER ROAD k Y . ...... y k L�_ , " -, - ;" k, VDbT STD k k, LOVELAND, OH 45140 .. . .......... �GUARDRAJL­(GR-3�,/ lk. k, 513.444.4877 N� Z­" Ilk, 7 k, LANDSCAPE ARCHITECT 4 "k, "t, 1, Zk, —TREE k, VDOTSTD­ .... ........ PRAY DESIGN ASSOCIATES k� I 'k, kk "'A 1012 WILDMERE PL G --SANITARY CHARLOTTESVILLE, VA 22901 _PROP. "J, -,---SEWER LINE RETAINING 'o 434.242.7642 X4 k, 4L pe/ �,k CIVIL ENGINEER . ........... a__ C a12 WA 'h4v Al TIMMONS GROUP 5" UCKSTONE % J'; . . ... .. 608 PRESTON AVE, SUITE 200 k�, -BOLLARD­-(T-Y-P.+­ . ...... L s H, 0 UL D E R MI)(` O\V E R, CHARLOTTESVILLE, VA 22903 -X"22.12'-- 810 434.327,1688 . . ....... _/ ... ...... - ----- 10"X.w % STRUCTURAL ENGINEER tX DMWPV k N-ff �g PROP.,SANlTARY--- .. ...... 110THIRD STREETNE C)B 3k_ Rk k ... . .... . . . .. VA 22902 CHARLOT 7 N, .... ... ... . . .............. ........ - SEWER STUB "k RT 434.2915171 WX FOR PHASE 2 24?,STORM TEJ�(' �C'CESS EASEMENT MEP ENGINEER �kk 9, rp J b I ALNGL ENGINEERING 1159 CROZET AVENUE, SUITE A (TYP.) V FUTURE PHASE % . .... STOP SIG GY k ........ ... .... CROZET, VA 22932 SPACE ­­4141 'FE, �,9L)TCE MNASIUM/RECREATION D Rl pRo 6 434.295.8105 k\ FFE 436.50 .. .. .. . .. . �'* k ... .. 7 ke; 'A NING w ki _­ K�11_ - j :y,,y, R " OWNER'S REPRESENTATIVE ", I, I � 9 L PROP. CG-'1-2 (8 NVA L L �l ir WA ERL PR INE MATTHEWS DEVELOPMENT COMPANY OP. WATERLINE 'k, k:mg 434.972.7764 R735' CONTRACTOR TO STUB FOR PHASE 10, 2 t N, k Cq- 9! N� lk� RISE- 8 CENTER AND ALIGN REC, EATION SQUARE GRATES e R�S 16 7' ,AR WITH 819EWALK i EK* 4'X4'PLANTEr\ kk 01" T `ijJ F"OAA.) JTYP) ?v � I �' I ., f Vl) R 80 IN "N' FAG R, T V \'kk k, (TY P. TYP.) k 11 j 391-H, 63' k, k 4w' 's RETAfNING -V� J, KMARSim 0 'FA R 'R4" j �R4� WALL -j 1 !1' , t I , WALL V, 'TYR:):�' Lic� No. 04020,19507 35' 109059'58.87 g -2711 Ap 116 5 /L -9 795' A, . ... . ..... �,k -,v % TL, k, R m PERGOLA,, J I �LJ 1 U, LAN "k 18! z, (TYP V, CANOPY "T, T"'A!"G, 'S 3 '�COLUMN (TYP) RETAININC PROPOSED. 0 'k h v D81 3 i9e3 6103 k: k -MAX. -HEIGHT-30"' SIDEWALK - R tk hAIJ 'YF' 2,51 82 )�EO -R22' opc 1. t_LL I LLJ 4'� S. E AL L 21 P6 R22' .(TYP x, cli R4' U C4 1 (�5 k" li $j _0`04 90' BEND LLJ :x 5' 1 < 11 , J iwq i / Lij BUILDING z f R4' C.3 �k' —i—I _41 9) J, 5; 7)' E J REtREATiON4.,k uj 'N' �w f 2 OCK (TYP.). k, I Y 1p* U) Lu EW' T Z E EtINE f 7V BUMPEk, `oA % In RETA IN 'WALL BLE� gy oll 0 fi rr N, j"F ML -HT, MAX HEkIG -�;S'Qt NG STRIP f @7 WARN] f (TYP) V!1'1�i. L v _11k`l 1, " . ,�­ , 0 ­'v, . , . 10 lk CANOPY COLUMN (TYP)' 4%L 10 R, 4 6 z, Q'y t­L' I � Jl j "J k, A w" 1 SA I Tj J- �)U' 05 aj 5� 6' 97 fV, k -W 0 ISSUE DATE . ... . . k", .1 YH F1 _­k rl ", "I I'll " - :) I Y i, 1, 'XT j I BUILDING 7 OVERHANG f j �406V A (TY k 2 0',1 k­, k"], COUNTY SP 7/17/18 R4' p:) WIPE DOWN, (TY CURB OVER 5 4 .. . ....... k m . . ... .... �i, f , FT . ......... BUILD I (J%LlNt Z REV 1 8/13/18 6,1/111 hN z 5, A D8 PG 4� 9 MTE "k -,kkk- OFF WATERLINE 0 q%,,� if k IRRIGATION MENT 7 REV 2 -,ki PERG&A REFER EkS E 9/21/18 METER 'LANDSCAPE' a DOMESTIC WATERLINE FIRE LEGEND -- TO/ 4b6_ REV 3 11/13/18 Vv/ BUILDING 1. N I ER VIETER VAULT "k LmANS k, k 9 0 V HANG MET�R'47','! EMERGENCY VEHICLE TURN 'Y"N �Al -,v�4 "I'­ R k SEE�ARGH_ AROUND REV 4 12/13/18 ki� SCREENING k­- DRAV k IN, Ire A rft%m6, F EN C E VING8, FOr REV 5 1110/19 c", DETAILS m d- J STOP S11 q'F �,I,NE 00 BE CONCRETE SIDEWALK GAS LINE REV, 1/28/19 M MUtOD R J_ A -CA , ,, i r- a % 7 J, 22.5' -vkot, uf- _CG-12 4 . & 4/18/19 REV 7 ,z ........... . . ....... A_ HEAVY DUTY CONCRETE 13[�ND a err a REV 8 6/6/19 __4 ""IG 9D 0 s A HEAVY DUTY ASPHALT y NIP, f �ujt ­?00, 7-0 y 6/27119 REV 9 .. .... - -- ----- rluR ­7 I Q ��5 INV . ... .. -SA AC "P P 'A _(y:QWN-tRSHIP AND. ..... .... L/Alk" ilZ,srl'll7%11_d_,__ VAEVE 6"XIS"It E'E 4'k 1E­T0--E-X- TING h co 701-1- ­-'WA­TF_K 'Ct LIIA D 3,574 3 -9-17 E D J, R­ o"i �`J 0 k/ " -, �l -,; f ;�l I I 1 11. 71 D k," -4 �1.2'4' Z "T SCALE I "=30' 3 . .. ....... ---- -- J A - '14 430 4 30' �0, 4 ------- ---- -1 J 3k J, ------- - ---- - / 6w 8-, 7"" A A 7-01'--4,36 7,,15' V ­,,,,lV0,' T�z4­ �51, ....... . ...... q LIGHT DUTY ASPHALT ASPHALT TO BE MILLED & OVERLAID WITH ASPHALT CLASS B TRAIL m2m�;�_ 11 ��AYOUT & UTILITY PLAN PHASE 1 6/6/2019 , ow C, . ......... C= r= 7 A'A" V 5 v IL L61 49 PG el ..... .... . 0, .......... . .. ... — ----- --------- 21 0 NED: Al G� 0D ..... .... .. ..... ....... ...... ---- ---- ------- . . ...... fA > ... ........ . ..... I M IT_s__O F ­—DISTUIRBANCE ­7 . ... . ........ . . . .. ...... - - --------- =4 lb� 576- AG U3 w . ... ..... . cc. ......... ----- . ..... 41 ARCHITECT OF . ...... .... ...... — y BUSHMAN DREYFUS ARCHITECTS, PC ............ 42 820-B EAST HIGH STREET ...... .. ... TReE ------ CHARLOTTESVII LE, VA 22902 434.295.1936 �PROTECT]Ib� . .......... LIFESPAN DESIGN STUDIO, LLC SENIOR CENTER DESIGN CONSULTANT r 554 BAXTER ROAD fLOVELAND, OH 45140 . ... .... . .. 513.444.4877 LANDSCAPE ARCHITECT >< .......... PRAY DESIGN ASSOCIATES 1012 WILDMERE PL . ...... CHARLOTTESVILLE, VA 22901 434.242�7642 ....... .. .. . CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 L CHARLOTTESVILLE, VA 22903 434.327.1688 FUTURE PHASE . .... .. IMITS OF PwASE 11 STRUCTURAL ENGINEER GYMINASIUM/RECREATION 1w SPACE DMWPV 436,50 110 THIRD STREET NE cc434.293.5171 CHARLOTTESVILLE, VA 22902 MEP ENGINEER STAENGL ENGINEERING /* 44' cc1159 CROZET AVENUE, SUITE A 434.295.8105 CROZET, VA 22932 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972�7764 wsr 39e IF Th ID . . . . . . . . . . .. . . . ... ....... . ........ Ij. KOTARSKI L0 3532 C3112 711 Y k if lic' 4 j % wi q % f '54 V LLJ k,�,j CV) j CD .......... 'Y' N "a Cq J` . . .. ..... . "AF LLJ _4 Ca :z �M I A­5 TC-2, f"'VVY YY", > h, w '4k _tf:,3` oj J, Ji 151 > j, ci w ji 0 ... OT (IJI-4 35 AREE u _j _R ZIUIA 3: f X f f I J S ;q,, _B 35 RG 4,5_19 C7 i f % T ISSUE DATE 'i y ryJ­,J- /AA, U J, COUNTY SP 7/17/18 ",4 c 11 1 " f I Yf y Y V I f v 4e v REV 1 IN v 8/13/18 b, z REV 2 9121/18 c� J% ',Pk — ------ J REV 3 11/13118 ----------- - - V01i J, c", 77 REV 4 12/13/18 f TYL frlr" A "��X- V Wk 77 ­vo rl­ �2, -, 'I . . .......... 14 V 7 p 1, Xq A U T, -,2,' REV 5 1/10/19 A A ff, Ng ig, 7 GAS LINE REV. . . ...... g, ..... ... .. LEGEND: 1/28/19 . ......... f % J j, EMERGENCY VEHICLE TURN REV 7 4/18/19 AROUND NUMIM nff 7— ED > REV 8 6/6/19 L 111 CONCRETE SIDEWALK Qiv Aw k E, REV 9 6/27/19 Q HEAVY DUTY CONCRETE Ae 0; EX D I "'P HEAVY DUTY ASPHALT LAYOUT & UTILITY -icw V 4Z.'�4k; cK ... . .. .... ..... PLAN PHASE 11 ........ ... if ------ . . ........... ------- LIGHT DUTY ASPHALT . ... . ..... it i 6,16/2019 "I l4l W_ 4Z.36, 7 r SI" ASPHALT TO BE MILLED & . ... . . ..... . ... . ... j . ..... c, -8 OVERLAID WITH ASPHALT 4,� I'A' q 40 7 CLASS B TRAIL Iv, C4m 1 L Wil A 42 7' fFi�­ `3_, If%,,,',5 GRAVEL ROAD `1' 1V c" T 31 < ec r�t A-4, i" Y & 12 . 1A sy ss..... .. . .. .. I------- ----- sIs.... . ...... I4 Ole 0 0 % sU) > IIOj f OB 49 3:2 0 T sNE� sf 7 7, 'I-W'437.50 .............. B ARCHITECT TW 431.Qo, BUSHMAN DREYFUS ARCHITECTS, PC W 1 �3 MAX HEIGHT 425M,, 820-B EAST HIGH STREET -TW'-42-4-.50 _RBANC-E 5.8, ISTO 76 AG s----TW 423.9_Q__ 434.295.1936 BA22 Bvv 24.vu -BW424.G0--_ -5 VA 22902 -423.80 TW 423.66 -8W42-4­.,00 22,25 13W*18.06' TW-,43ID-00 I-TVV 430.00 SENIOR CENTER DESIGN CONSULTANT BW 429.00 41 . ...... LIFESPAN DESIGN STUDIO, LLC . ............. s�T I554 BAXTER ROAD - . ....... ... ......... 'TWA28 00 ...... TW 4, LOVELAND, OH 45140 513,444.4877 sf 3 AVV �4, 0, ... . ... . ........ 13W 4i4,25- LANDSCAPE ARCHITECT TREE PRAY DESIGN ASSOCIATES ROTE�CTIbN 4 1012 WILDMERE PL T 4 BW 428.00 CHARLOTTESVILLE, VA 22901 434.242.7642 . .... ..... \, �W 413 65 BW 406.dQ 1-53 CIVIL ENGINEER -moon TIMMONS GROUP �MAX HF�I 608 PRESTON AVE, SUITE 200 GH.T 4:�9_ 5 f C A 22903 BVT433.35 IVI)L,A - ----- iW414'.65 434.327.1688 �VV 41 0!,400, s-TrERED RETN"G WALL. STRUCTURAL ENGINEER IS DMWPV sWE TYPICAL q!�QTIOWTHI I 1 0 THIRD STREET NE SHEE . ........ . CHARLOTTESVILLE, VA 22902 DVV 3.75' 156 Q 434.293.5171 I. ......... FUTURE PHASE MEP ENGINEER IV, i .... ... STAENGL ENGINEERING REE GYMNASIUM/RECREATION 11 59 CROZET AVEN U E, SUITE A '13W, -2- 44 36", OTECTION- SPACE CROZET, VA 22932 -TVV,41,'5 00' 434.295.8105 FFE 436.50 BW 419,�C' . ...... 161 % vVNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY AW`414.0k' 06 434.972.7764 io 4" TRENC DRAIN 107, XH' v sMA EIGHT 5.0' ss126 TW 409X.5 bVV 4L) f. fb IIICIR 'W J, KO S TW 4#9.75 EM40715 V I125 sTV� 6127119 (442.79 BW 442.29 4-"TRENC- - s3 W 444.22 slvljAX HEIGHT f BW 441.72 135 I2.0' V44 3.51 134 c� B 44-1.01 (3) I, c\I II104 -022 IsYW 443.34 v Lu < B .84 31 LLJ 9 Is> 36" DEEP CLASS 11 RIP -RAP IMAX HEIGHT 30," 103 SEE DETAIL ON SHEET C1.1 sLLI sOUTFALL AT FW 441 75 POND'S NORMAL 1 0 439.25 WATER SURFACE < I14' ELEVATION TRENCH DR, IsTW 441.50 s30 W 439.00 102 4" RENCH bRAIN 143 TW 44a60 BW 438:1 0 IISSUE DATE Tp 438,50 W4 8.0� THE CENTER IsCOUNTY SP 7/17/18 IFFE 436.50 00 REV 1 8/13/18 REV 2 9/21/18 sIII11/13/18 1,71 REV 3 ISTORMWATER TO Tl� TO EXIST. < REV 4 12/13/18 D-9 INLET REV 5 1/10/19 ........ .. . s'40 GAS LINE REV. Iell GUARDRAIL s1/28/19 BLOCK REV 7 4/18119 IL v WALL sREV 8 s6/6/19 3'(MIN) REV 9 6/27119 -1 I F;:;:;l ..... .. .... .... . ..... I. ..... GRADING & =1 1=1 I rl I 1-:: .. ....... ... .. T(MIN) x . . . . . . . . . . 1E1 DRAINAGE PLAN 61612019 ......... . ... 11 I I 1EE1 I lEd I F;;;l I I�E ... . ...... I6'(MAX) sII I 1-1 I r 7-11 1=1 M IIslilt Ill-111-111-111-1 ...... .... C500 LSCALE 1"=30' I4 ------ . ......... IIsN.T.S. sI44 TYPICAL SECTION 30' 60' TIERED RETAINING WALL s IF yII............ II. ... ...... III- -------- - IL IIIIr Iago . .... .. ...... ..... -154E IA IIIr _f NEW 3a VEDERE HVC IIX2 Oj I7 �v IIIII...... . . . . ...... TW 437.50 .... ...... TECT ARCHI .......... . BUSHMAN DREYFUS ARCHITECTS, PC 6W431'.50 ........ .. I. ........ . -,E3W 425 00 ------ 820-B EAST HIGH STREET 2450 ­-DISTLABANCE - ------ w I MIT TW 4j I' -4 . ............. CHARLOTTESVILLE, VA 22902 TW 423,5 TW 576 AG I0 M-423.80 -BVV­424-.,00 ...... ..... IBW ­­TW 423.9 TW 430.00 ------- 434.295.1936 .0 BW4 f 8 -TW 430 00 BW - ­-B`W-424.0&­,_ -422,q� -TW 433.0,0__- - . .... BVT424 00 41 SENIOR CENTER DESIGN CONSULTANT BW 429.00 LIFESPAN DESIGN STUDIO, LLC II... ... . ..... I554 BAXTER ROAD . ..... . ........ TW 436 5 TW 4�'8 00 . ... ... LOVELAND, OH 45140 -13W 430. 513.444.4877 ­_I3VV 42,4kZ5, I\ . .. ..... TREE . ...... LANDSCAPE ARCHITECT 4 PRAY DESIGN ASSOCIATES TVV�i29.90 4 1012 WILDMERE PL BW 428.00 . ......... CHARLOTTESVILLE, VA 22901 - -- --------- ON 1�3 0%" Q ! . . . ........ A13.1�5 434.242.7642 4�6 OQ �w B , ICIVIL ENGINEER ITIMMONS GROUP 608 PRESTON AVE, SUITE 200 . ........ ­TW 4:�905 ICHARLOTTESVILLE, VA 22903 BW433 3:5__ Tw 41 �.65 434.327.1688 -------- ------ BW 41 6:00, 438.27 90 - STRUCTURAL ENGINEER 35.50 DMWPV I44' 5 I IQ THIRD STREET NE CHAR L017ESVI LLE, VA 22902 I71 131 W438.00, 4d6.50 . . . . . . ................. II--- --- 434.293.5171 -FFIE- '436.63 440.6�' Bvv2 4_1 JW 436.50 4Jtj.4U MEP ENGINEER 0 5 6 FUTURE PHASE BW1 434.69 STAENGL ENGINEERING REE- BW2,,,435.25 95 NURECREATION IGYMNASIUI 11 59 CROZET AVENUE, SUITE A r-CTOW SPACE fW 436.50 CROZET, VA 22932 TC445�74 BWl 436.50 434.295�8105 161 B W 4 FFE 437,50 44 3.8 I\A46.08 43 436.50 ITC OWNER'S REPRESENTATIVE V 14 ITW 435.0y, AV 06 I J�,W 414.0- MATTHEWS DEVELOPMENT COMPANY �'\ i 7 443-64- 434.18 BWIJ 482.�Q 4" TRENC )R 434�972.7764 107 433.93 IB W2 43 6 u, 40 \ %- FFE = 436.50 ITW 436.50 444A0 I43619 '66 I W b.0 I3Vvl 435.83 "MATCH EXIS IBW2 434.00 2. QV2 4 0 5� r- 439.. f BW1 435.40 436.40 TC 443..' I446.90 TW 409.7�5 2005 BW2 433.80 43 BW 407J5 . 124 3 TW 436.50 TW 469.75 BW1 435.27 cp AIG W J, I 43d.36 TO 443.19 BW2 433 80 Bw 47.75 32 f 435.83 134.3,13 442.79 TW 436.50 6127119 I.42.29 434.74 - 17 434.60 BW1 435.57 436.04 BW2 435.57 I4!'­TREN 132) TC 44 �CH I'\A37.40 I3­8 435.30 W 444.22 41.72 436.04 34 'IN 434.94 443.51 LID 44�3.44 B 4-1.ol CO 434.64 435.53 TW 437.30 VV 437 a) 34." Bkl 4 cq LLJ BW1 435. > TW 443.34 4 BW2 435.80 BW2 434.4i 435.97 446.88 q.- 1, 435.24 436.22 FFE 436�50 T 449.0�' 436.15 > ILU 36" DEEP CLASS 11 RIP -RAP 103 SEE DETAIL ON SHEET C1.1 4.66 "r > IFFE 436.50 U) LU FW 441 Q5 17 0 i POND'S NORMAL OUTFALL AT �446.84 .75 . ..... WATER SURFACE ------ I439.25 II4" TRENCH DRAIN FFE 436.50 130 W 439.00 ITW 441.50 102 435.32 ELEVATION TRENCH DR 6.27 IAIN n TW 440.60 BW 438.�O 43626 ISSUE DATE 438� Tr 0 4 8.00 TC 1 5 \ / 43581 4� 50 HE CENTER T COUNTY SP 7/17/18 no TC 43 �,50 FFE 436.50 I19 IREV 1 8/13/18 TC 37.51 BASE BID Y, 436.50 IREV 2 9/21118 TW 437 50 c TC IFFE 438.09 ID- .- I I 4 0.50 BW 431.50 REV 3 11/13/18 TW 4 l', -------- 437.84 ST( �,'_QYV425,00, TW-424-50 FFE 436.50 I TW 423.50 ___TW_,423 80 -13W,424-.00 442 TO TI I­-B 422.25 -W-43-0-.00 436.20- U-11 I i T REV 4 12/13/18 IU-U INU; I _T 18.00 24.013- 43620 ', �, 1 436.4 I3,, 7� 436.32 II436.26, t 41 BW 429.00 - "F REV 5 FLUSH IIIIIE I50 CkfRB 4�9 R N4ANH_U /.426. GAS LINE REV. 1/28/19 . . . .... 4J&�86 > 440.16- REV 7 4/18/19 I6� 4 RAM P 43a REV 8 6/6/19 II439.. alp . ........ REV 9 6/27/19 TC 439 MATCH EXIS I. C 438.39 EX 439.85 TC 97.45 FC 4 438.27 36.00 35.50 GRADING SPOTS MATCH EXIST FL 436- 'BW 438.00, 1 LOWER MANHOLE TO .5 ------- - CU 1 -7� - k, / �, "! , lll`�, - v 4j6.50 ;41 I/ I6/612019 CKSIDEWALK .. .......... GRADE 43( ,---Cl 6 IA 436.40 Iv D 7 IREE- v I- - ------- --- -- 0 ECTION A��E 1 "=30' 41.05 7, C5ml k . . .... -- - - ------- I43575 Tc u 60 4- \% 06 ...... - 4" TRENC �DRAIN . ....... 444.46 Y y f/ y V .... .. ........ . ... . ........ ...... % J_ % . ..... c=m= mJ11 0 _4 g.-g A 00 cc. . .............. % -nn�p_ 6' 1 - lo, 'S V A V f 'IA,,)' v A�, __/l ­', -, " j I I z 4" mf w BI-- l/f,"l) INIC' I& J)8 49, P, _4 0 ... ... ... .. v, _�! ........ ... . . ........ ..... . ... .. . ..... ........ Q �OGH F .. ........... 7L I 's i7 mic ARCHITECT 437,50 LITY TV�' B 431 vv, !�o BUSHMAN DREYFUS ARCHITECTS, PC 'TVV--4' -50 ------ ------ QVV 425 00 . . . ... ... 820-B EAST HIGH STREET 0 CHAR LOTTESVI LLE, VA 22902 TW 423 .50 434.295.1936 TW 430 eO TW-4219 .—B 422.25 TV 4kibo_ ------ T-,\Aj_A33, 00, . . ........... . .. ... . . .. ....... . ........ SENIOR CENTER DESIGN CONSULTANT BW 429.00 41 LIFESPAN DESIGN STUDIO, LLC ---- — ------ - — --------- - - ------------------- -vv­4� -0 554 BAXTER ROAD T a LOVELAND, OH 45140 W 436.25 V 42-4,25 2, 513.444.4877 ....... ..... . ........... 71 . .... A J LANDSCAPE ARCHITECT IT �V 41 0 PRAY DESIGN ASSOCIATES TW 429M 1012 WILDMERE PL .. .. . ..... 244, CHARLOTTESVILLE, VA 22901 BW 428.00 �W 413.65 434.242.7642 WN 406.09 cj CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 . .... ....... CHARLOTTESVILLE, VA 22903 >1 'Af f,%w 414, .65 434.327.1688 YW 41 S 3TURAL ENGINEER DMWPV ... .. ...... .. . . . . .................. 110 THIRD STREET NE . ........ .... ------ BW 438 -00 CHARLOTTESVILLE, VA 22902 434.293.5171 I(0.3610.90� MEP ENGINEER STAENGL ENGINEERING FIJTURE PHASE A �VV -15.85 GYNINASIUM/RECREATION 1159 CROZETAVENUE, SUITEA -4-12.36 CROZET, VA 22932 SPACE fw 445.b& 434.295,8105 BW'4V ---7' -L,,VV 4 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 FFE 43&50 KIT110.12 AV� 414.90 . .. . . ........ �6 106.. 1126 ?6 15 TW 409.�5 2 BVV 407� 75 '9.75 f TVV 40 LEGEND J, KO BVII �07.75 7 /7/19 4 ��V 4�42 rARCEA RUN FF 61-2 BW Co OFF) (A E 13�2 STRU::TURE NUMBER V V 7,bRAINAGE ViVIDE W 441. 72 y (115) A (y) B Lai CD cli z�l 22 cli Lu < 31 LLJ Iz MUD B > L�.04 Lu > U) Lu own am 0 (E42> < In 143 $0 TW 440 60 ISSUE DATE 00, N ...... COUNTY SP 7/17/18 on- j, REV 1 8/13/18 0+86� REV 2 9/21118 REV 3 11/13/18 REV 4 12/13/18 REV 5 --- — ------ i 1 1/10/19 GAS LINE REV. 1/28/19 410 Ive, REV 7 4/18/19 . . . . . . . . . . . ... . 7"" --------- - ...... REV 8 6/6/1 00, 9 - - - ------- REV 9 6/27/19 . .......... .. low - - - ----- --- . ... .... . . woo 7 '7 .. ... . ....... SUMMARY PLAN . ........... STORMWATER G, 6/6/2019 SCALE V=30' 4 30' 60' _j "'A vlo - A,- _Z ... .... .... ------- ---- 1 M az): L -229 PROJECT: THE CENTER AT BELVEDERE Q �i ec� J. ANDERS -� .... _..;. _ ............ .. ........ .. ..... .. . .. STORM SEWER DESIGN COMPUTATIONS , L€ CATI CO CHARLOTTESVILLE, VA COUNTY: Charloftes\/ille Checked b .. _ 19TORM FREQUENCY 1 -01 UNITS ENGi..ISH , PIPE NCB. ..... ....._.. FROM POINT TO POINT DRAIN. AREA „Axe ....... ............ Acre (3) RUNOFF C OEFF. 4Vll .......... (4) CA INLET TIME ........... Minutes (7) RAIN FALL ............_ Ili/Hr (8) RUNOFF INVERT ELEVATIONS .LENGTH of P • e Tt. Ft. (12) SLOPE FuTt, (1-3) SIZE Liia. Or ''��yy S alstl e} In. (14) SHAPE Number of Pi s 1. Ca act CF8 (15) Friction Sloe FvYt. NORMALFLOW FLOW TIME REMARKS ARKS (18 IN "RE- ENT ...... .... (5) ACC1:jM- I. LATET .. ...... ................ (0) Lateral ......... ........ CFS Total Q ......... ... C'FS (9) UTPE1C END ...... (IQ) _ LONER END (It) Depth of ....._ FIc�W des 5 Ft. Area of .�_. F���z, fan, S Ft Hrn Ft, fil Ft/Sec 06) R1I Ft. IN - I TT Minutes (17) ACCLTNJU ,LATE mutes (1�. REFERENCE ........ _.. ...._ ......... (1) STA. ....... REFERENCE ... ....... (2) STA. .......... ...... 101 100A E D- 9 0.00 0.00 2.43 7.39 5.85 0.00 14..52 425.45 1 424.94 34.03 0.01499 24 C kcular 1 30.01 0100370 0.98 1.53 0.49 9.47 2.37 0.06 7.45 101A 102 1 OOA 1,04 0.80 0.83, 2,,34 7.31 5.87 0.00 13.97 426.41 425.55 57.13 0.01505 24 Circular 1 30.07 0.00340 0.96 L49 OA9 9A0 2.33 0.1.0 7.41 103 104 102 0.00 0_00 1.51 7A S 5.90 0.00 9.09 427.46 426.51 63.22 0.01503 24 Circular 1 27.73 0,00170 O79 1.15 0.42 7.90 1.76 0:13 7.31 105 106 1104 0.33 0.83 0.27 0.77 5.36 6.43 0,00 4.95 429.02 427.96 106:08 O300999 18 Circular 1 11:37 0.002W 0,69 0.80 0.36 6.21 1.29 0.29 5.64 107 106A 116 0.00 0.00 0.49 5.26 6.46 0.00 3.19 429.63 429.27 35.91 0.01003 15 Circular 1 7.01 O) 00220 0.59 0.57 0.30 5.58 1.08 0.11 5:37 107A 10 1O6A 0,20 0.84 0.17 0.17 5.00 6.54 0.00 1.10 430.55 429:88 66.64 0:01005 12 Circular 1 3:87 0.00080 0.37 0.26 O.2cl 4,24 0:64 0:26 5.26 111 112 104 0,65 0.55 0,36 036 5.00 6.54 0.00 2.34 428.61 425.07 35.93 0.01503 18 Circular 1 13.95 0,000440 0,42 0.40 0.24 5.87 0,95 0to 5,10 121 122 104 0A3 0,82 0.135 0. 8 7.05 5.94 0.00 2.45 428.73 42S.04 46.02 0101499 18 C ireillar 1 13.93 0.00050 0.43 0.41 0.25 5,94 0.97 0:13 7.18 123 124 122 0,02 OA5 0.01 0.03 1 5.12 6.50 0.00 0,20 431.71 429.23 124.17 0.01997 12 Circular 1 5.45 0,00000 0.13 0.06 0.08 332 0.10 0.62 5.74 125 126 124 OI 03 0.763 0,C12 0:02 5.00 6.54 0.00 0.14 432.19 43L81 2.5.55 O':01487 12 Circular 1 4.71 0.0000() O) 12 0,05 0.08 2,71 0.23 0.16 5.16 131 130A 130 0.00 .0.00 0.59 6:08 6,21 0.00 3.66 402.15 399.00 28.16 0,11186 J-) Cr ular 1 12.91 0.00940 0.36 0,26 0.20 1.4.1.4 3.47 0.03 6.1.1 131A 1 0B 130A. 0.00 0.00 6.05 6,22 0.00 3.66 41L52 4€18.26 29.20 O111164 12 Cricular 1 12.90 0.00940 0.36 0,26 0.20 14,13 3.47 0;03 6.0 131 132 130B 0.00 0..00 0.59 5,95 6.25 0.00 3.66 426.00 416.49 85.13 0.11171 1) Circular 1 12.90 0.00940 0..36 0.26 0.20 14.13 147 OA0 605 1.33 132A 132 0.00 000 0.21 5,10 6.51 O.Q() 1.35 429.11 426.87 49.69 O:04508 12 Circular I 8.20 0.00130 0.28 0.18 0.16 7.72 L20 oA1 5,:2t7 133.A 134 132A 0.00 07 00 0:21 5:01 6.54 0.00 1.35 430.88 429.21 36.99 O':04515 1? Circular 1 820 0.00130 0.28 0,18 0,16 7.72 1.20 0,08 5.09 1'35 BUILDING 1.35 134 0.23 0.90 0.21 0.21 5.00 6.54 O,OQ 1.35 431.00 430.87 5.00 Or.02600 10 Circular 1 3.83 0.000340 0.34 0.21 0.18 6.42 0.98 0.01 5.01 141 142 132 0.00 0,00 037 5.01 6.54 0.00 2.41 424.60 420.83 33.71 0.11184 12 Circular 1 12.91 0.00410 0.29 0.19 0.17 12.59 2.76 005 5.06 r w 3 -5 . 4 _ 1 Q _ r o 1? Circular 1 0. 4 0 8 � 0.�8 _ -_Q.2" -- 8,6 rftj 1. 0, 5, 151 152 '132 0.00 0.00 0.01 5:09 6.51 0.00 0.06 428.05 426.1.0 130.21 O) 01498 12 ular Circular 1 4.72 0.00000 0;08: 0:fl3 0.05 2,09 0.15 1.04 6.13 153 154 1 2 0.01 0.90 i)<00 0 01 5.27 6.45 0 00 0.06 428.53 428.15 13.63 0.02788 8 Circular 1 2.19 0.00000 0.07 0.02 0.05 2.73 0.19 0.08 536 155 BUILDING 155 154 0.01 0,90 0.00 O;Oii 5..QO 6,54 0;00 0.03 429.28 428.63 32,71 001987 8 Circular 1 1,85 0.00000 006 0.02 0.04 1..99 0.12 0.27 5.27 6 3 O 0 0: 2 32 ":00 6 4 (1 2.12 = 43?.29 430:73 62:29 O;C)2 04 12 Ciretlar 1 6>11 (I;ili32Q O.41 4}.3(I 0:22 7.07 t-18 t).15 5 15 171 172 I OOA 0.12 0.49 0.06 0,09 5.49 6,38 0.00 0.59 430.21 427.1.6 1 188.70 0.01616 18 Circular , 1 a 13.35 0.00000 0.22 0.16 Q,1r3 3.81 0.44 0.83 - 6.32 173 174 172 0.04 1 0.85 0.03 0.03 5:.00 6.54 0.00 0.22 431.69 430.3.1 1 5158 0:02576 12 Circular 1 6:20 0 00000 0.13 0,06 0.08 3.73 0.35 0.24 5.24 ROUTE PROJECT THE CENTER AT BELVEDERE DESIGNER: J. SANDERS DATE 4/1512019 CHECKED: UNITS :NGLISH INLET (~ ¢ C7 �U Z d U v ��^. U ww z !s. z ✓" U fy' U W a FC, H '�' �� F�- f = ¢ E- F-; 5w f-+ W r 7o Qn wi u y W 7 a 3� p CJ w� v�i7 F� a co c, o Q U �U H U cKJ' Uu Z U Sag inlets Only W P1 a p., H a? ,� ,� .�-i Q, 106 DI-1 2.000 0,330 0.83 0,2739 Back/Lt. 0.000TIGHT 0.274 4 1.096 0 Back/Lt. 0 4 0 0 Ahead/Rt. 1.096 0.0100 2.000 2 1.096 2.860 Weir Flow 108 DI-1 1.000 0.200 0.84 0.168 Back/Lt. 0.000'RIGHT 0.168 4 0.672 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.672 0,0100 1.000 1 0.672 3.276 Weir Flow 112 DI-1 2,000 0,650 0.55 0.3575 Back/Lt. 0.000'RIGHT 0.358 4 1.432 0 Back/Lt. 0 4 0 0 Ahead/Rt. L432 0.001 2.000 2 1.432 3.418 Weir Flow 122 DI-1 2.000 0.430 0.82 0.3526 Back/Lt. 0.000'RIGHT 0.353 4 1.412 0 Back/Lt. 0 4 0 0 Ahead/Rt. 1.412 0.0100 2.000 2 1.412 3.386 Weir Flow 124 DI-1 0.660 0.020 0.46 0.01092 Back/Lt, 0.000'RIGHT 0.009 4 0.036 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.036 0.001 0.660 0.66 0.036 0.523 Weir Flow 126 DI-1 0.660 0.030 0.72 0.0216 Back/Lt. 0.000'RIGHT 0.022 4 0.088 0 Back/Lt. 0 4 0 0 Ahead/Rt, 0.088 0.001 0.660 0.66 0.088 0.948 W eir Flow 132A DI-1 1.250 0.030 0.54 0,0162 Back/Lt. 0.000'RIGHT 0.016 4 0.064 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.064 0.0100 L250 1.25 0.064 0.521 Weir Flow 172 DI-1 1.250 0.120 0.49 0.0588 Back/Lt. 0.000'RIGHT 0.059 4 0.236 0 Back/Lt. 0 4 0 0 Ahead/RL 0.236 0.0100 L250 1.25 0.236 1.245 Weir Flow 174 DI-1 1,000 0.040 0.86 0.0344 Back/Lt. 0.000'RIGHT 0.034 4 0.1.36 0 Back/Lt, 0 4 0 0 Ahead/Rt. 0,136 0.0100 1.000 1 0.136 1.129 Weir Flow ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 41 .� F.z V j. KO'.1'ARSKI Ftc. No, 402041--850 7 co C1 m C1 sv �C z 0 w v� w rz 0 J tiC C� ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28119 REV 7 4/18/19 REV 8 6/6/19 REV 9 6/27/19 Vill r 4 k I 1GF- 6/6/2019 E C6m2 49 C7,1-k" > o O O (- CO O Q d CO o co ! C: C) N -. 00 () CO N- r. N Np®� LO 'r m . .. + M 00 + V V �o�0 > ��z z p ��0 (0 z �o> > > z z coF- 445 EXIST. GRADE PROP. GRADE 440 435 62 161 12 HDPE @ 2.50% 9+50 10+00 11+00 11+50 T 162 - STR106A ::3 y _ Q C•7 im _ ^ M U 1 C'n r �� Cl) LO f ✓ v/ C) 134: 6 "Cleanout ci rn 6' r w � eo r` o c0 `O o 0O . N � STA 10+05.00 `+LON F- r y+®N-� C ' 64 TOP436.10 �'o`') Z) r �1-z O ��''z o� Z) z O INV IN 430.87 (135) cC'4 > > i,i � 0 > > > INV OUT430.88(133A) rciP1z z rU©z z z 4.5' 30 Jj 135 369 ` 5.00' OF�hr9 Ofi 12" HDPE 1,60Pic 6� ,3 @ 2.50 /° >� Off. @ ' /y®p 25?.� __- 15 EXIST. 8" DIP SAN SEWER 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 RETAINING WALLS I STA 11 +76.81 I TOP 424.12 INV IN 416.49 �131B) PROP. INV IN 420.83 �141) GRADE INV OUT 411. 2 (131A) e 13 B--� i EXIST. 85.13. F GRADE 12" FD E @ 11.1 % I t I i PROVIDE VDOT STA 12406.01 TOP 412.08 INV IN 408.26 (131A) INV OUT 402.15 (131) 0.1 1,30: EW-1 for 12Pipe - 8TA 12+34.17 �mm� TOP 400.19 INV IN 399.00 (1 1) I I 7 � � I 11+00 40 BUILDING HORIZ SCALE: 1 "=50' VERT SCALE: V=5 U CD Now T �CaIqN ® O7 Lo o CA CD r` Cp LOWm I-- co .4 CD T t = ivy N N N +Fz+oM�I d `t IT NQn-O CD D r-''zzz O NF,"O> �<0> > > ®U)Pz z z z rU)l�z 445 I EXIST. GRADE FPROP. GRADE 1211 111 35.93' OF 18" HDPE 425 @ 1.50% 9+50 10+00 11+00 11+50 STR112 - STRU04 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 .., 430 42 42 41 410 m 395 13+00 13+50 106A: 18" Basin - Solid Top �1 STA 10+62.29 (D TOP 435.91 ;z- C) INV IN 429.88 (107A) L U N Car`- INV IN 430.73 (161) f n 7 r CO 1­ - �-' - � c7 INV OUT 429.63 (107) C: Co N rn� 124:8 Basin -Square Grate �(mq ns��� N °O �L0O 0) I- N �LO°000r co'- m + 6 I - STA 10+25.55 + m � �- ++ 4 v � � 108: 12" Basin - Circular Grate 0 TOP 436.29 N :=' v- z T z z z O STA 10+00.00 co Q0> INV IN431.81 (125) 1 cvr0> N > C)I__Oz z > z z_ TOP434.50 U) P z INV OUT 431.71 (123) U) P z r cn I- INV OUT 430.55 (107A) 445 1 445 450 440 I [ t EXIST. GRADE 440 i I PROP. I GRADE i 435 - 435 <....I _. _. _ _ ' 125 430 2 "55 OE 430 24 �.17 ' _ _________.._______ 1.50% O 12„ HDPE @ 2,00� ? 121 ° 46.02' OF 18" HDPE 425 ° 425 _ i 420 420 9+50 10+00 11+00 12+00 12+50 STR1 26-STR1 04 HORIZ SCALE: 1 "=50' VERT SCALE: V=5 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' VERT SCALE: V=5 5 435 425 420 W z U) z z 5 N 121�_ ry ° Q >� o U U Q cu zz o =3 LO 0 /C) W W M " CDI If) LO oN c' cfl h `r �" 00 LO CO EX D-9: DI-3B 10 ft Throat 00 � , LO N N � � o w o� 04 m U (0 N � � � � STA 13+63.00 n + CN M = o C) = 00 z_ z_ O ® ri � � TOP 442.$$ N�,qz p O e\i `�o- » > �_ z z INV IN 424.94 (10 1) W Q > > o O > > > CD z z z INV IN 419.53 (EX PIPE (D-10)) can z z r- ~ - z z W - INV iN 419.28 (EX PIPE (D-4B)) 'e o I 450 I 1 �4 EXIST. GRADE ARCHITECT I I i BUSHMAN DREYFUS ARCHITECTS, PC : 445 820-B EAST HIGH STREET j ____ } CHARLOTTESVILLE, VA 22902 434.295.1936 PROP E NEUTRAL p -a SENIOR CENTER DESIGN CONSULTANT ( GRADE GRADE4" LIFESPAN DESIGN STUDIO, LLC ( TRENCH I 554 BAXTER ROAD j s DRAIN"" !...,.I 440 LOVELAND, OH 45140 513.444.4877 LANDSCAPE ARCHITECT ; 9+50 10+00 I € PRAY DESIGN ASSOCIATES - - •• I ; 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 435 434.242.7642 ' `°.� � CIVIL ENGINEERIN ,,✓'0,,„ i I CONTRACTOR SHALL FIELD I VERIFY DEPTH OF EXISTING TIMMONS GROUP 608 PRESTON AVE, SUITE 200 C UNDERGROUND UTILITIES. CHARLOTTESVILLE, VA22903 430 434.327.1688 107q € I ' _ 7, ; 3 STRUCTURAL ENGINEER 66.64' OF ? 107 0 DMWPV 12" HDPE s 35.91, OF 105 110 THIRD STREET NE @ 1,00% ? 15' HDPE 106.08' OFI CHARLOTTESVILLE, VA 22902 I @ 1.00% 18' t IDPF 103 434.293.5171 11mm0� 63 22' O 10 t 425 MEP ENGINEER � fDPel S7" 13 OF 1Oi ; j STAENGL ENGINEERING I @ 1 50%' 24" H ! pE 34 OF e 1159 CROZET AVENUE, SUITE A f I @ 1,5 24 !,.03' HDbe CROZET, VA 22932 % I ' @ 1.501yE 434.295.8105 420 OWNER'S REPRESENTATIVE %n MATTHEWS DEVELOPMENT COMPANY 434.972,7764 9+50 10+00 11+00 PIPE 1 - STR132 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 415 11+00 12+00 13+00 14+00 ST 1 08 - EX ©-9 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 _ CO Q LO - co LO LO r LO � rM . � LO wwr!^v dP r C7 CD 156: 6 " Cleanout _(DN ® C6 � 152: MH-1 CD 0° N STA 10+00.00 O It + Lo C' r STA 10+51.74 �' ® N N TOP 436.63 ®� z z o TOP 433.43 Q z? O INV IN 429.53 (155A) er `� °- > > > INV IN 428.15 (153) N > > > roz z z INV OUT 151 rcnPz z z INV OUT 429.28 (155) ( ) 440 _ 440 / 1 PROP. 5 I r_taon R ` ° 3' MIN. EXIST. 430 GRADE 155 32.71' OF 8" HDPE 4 151 425@ 2.00% 1�30.21' OF 153 1.50% 19.04' OF 18" HDPE 2.00% 420 3 1 1 C 1 42 4'15 j 415 10_.._... _.. ... ---- -------4101 5 0 50 PROFILE SCALE 12+010 9+50 10+00 11+000 +� NOTE: 12+00 PIPE 156 - STR1 32 1. 95%COMPACTION IN FILL AREAS HORIZ SCALE: 1"=50' 2. CONTRACTOR SHALL VERIFY LOCATION AND VERT SCALE: 1"=5 DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 3. INLET SHAPING TO BE PROVIDED ON ALL CONCRETE STRUCTURES 4. PROVIDED 2" STEEL PLATE ON ALL MANHOLES WITH A DROP GREATER TH 4r l!k;' Mi:. .%:n - KX 10, <>I>;.ipn ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 REV 7 4/18/19 REV 8 6/6/19 REV 9 6/27/19 "I. 445 3 i Pe$ b 1 3 i 440 440 440 I I PROP. 435 3.5' MIN w GRADE 3.5' IN 435 435 _.____.._.__.._..___.___ _ __._.._ ___- _ _ GRADE I 1 ` a 8 a 3' MIN. 12 'X6" TSV - 430 430 430 6"VVL _. 6 W L I-__ - ---- ----------------- 4 __. � FHA I STORM I 3 900 BEND PIPE 11 3 425 6"X4" TEE 425 425 I a ! i 1 I i 3 i I 420 s 420 420 i 8 �( ML0 Mct M� co�F NT t7 9+50 10+00 11+00 12+00 12+50 6x4 TEE TO FHA, HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 InTl EXIST. GRADE PROP. GRADE 4351 TIE INTO BUILD] I METER VAUL - 4"X6" TEE 9+50 10+00 11+00 12+00 12+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11-1-00 12+00 13+00 14+00 14+50 A-9 TO :_ HORIZ SCALE: 1"=50' VERT SCALE: V=5 6"X6" TEE 12"x6' REDUCER 435 3.5, MIN --- _---------- T 90' BEND J N 3 22.5° I END 425.. _._.__._.._._......._.._._.W_ 6" DIP FIRE LINE 900 BEND; 1 TIE INTO BUILDING EXIST. GRADE 430 4251 J 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MH: STA 10+17.48 A-5 TOP 431.35 INV IN 421.94 (1- EX A-5) CLEAN OUT: STA 10+05.00 1 1NV IN 413.11 (EX A-6 (8" DIP)) TOP 433.00 INV OUT 413.06 (EX A-4 (8" DIP)) INV 1N 429.36 (BUILDING - 1) INV OUT 424.44 (1- EX A-5) 445 445 435 435 PROP. GRADE 3 EXIST. GRADE 430 is I 3 430 I a = CORE AND BUILDING - 1-CONNECTION BOOT 5.00' OF _. 6" Ductile Iron 425 _- I 425 @ 2.50% 3 3 I 3 420 420 1- EX A-5 12.48' OF ! 3 6" Ductile Iron = 1 @ 20.00% j 1 415 I 3 415 9 £ £r 1 %U1 .01 410 9+50 10+00 11+00 BUILDING TO EEC A-5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5 NOTE: 1. 95% COMPACTION IN FILL AREAS 0 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF 0 50 EXISTING UTILITIES PRIOR TO CONSTRUCTION PROFILE SCALE p� Y W ® a ® z V2 am_ �g ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 A"CV,wo TOO � Lie. 1 to, € 020A R-,507 6Y.271.19y i. ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 REV 7 4/18/19 REV 8 6/6/19 REV 9 6/27/19 ,,,, Mt­-�, I � .1 . , ,,,, I ` '�­­�," I- . I � I f, g� �-. I � ;I , . . .,;I 1. - ,- i; Q-) ('11, -1 Q I, �,,I� (� 0 1_� .", ze I " f�, � I ,� I �, 1, ` 'i-,. I 1) I , �p i A, 0i o' ! 0. I Q_i I f'1�4� , %I �, 1, �; 1, I ,,, I 11 I)I 11,� I 1 _lp �%,,, ""I 0 ,p 0 �1 I r1A Q tI i). I III , �_ ,� ,I � - I "I �1, I 11 1� �� 11 '_'.,�, , I , I I I I I � , , , I?,i !;,, : ., . 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", I ,;.;� - , , -1, ,el­ "O I .... ... .. 7, llk,­­ M_ - I 11 1-1 I , , ,� �� "I �,,I I ­_ ­11t4, " " , I ­­ ­11 .1 -, ", 1, I 11 ,�,�, I'll, ,I- I W_ -V ` - " 1� , , ,\ / 'I , ' `­­­ � - ,_ ", ; " I "'00 , � ,.:;,- 11'�` I , , � � , - __ _-, _� , -, �, ", ­1111 . m " ---, T IS (K) LUMINAIRE WILL BE POLE MOUNTED IN PHASE 1 � " ­0p,�_,ip, I ­ I I ;, '_"'___ ", � 11 ­1 ;­ ­1� -g �-, , I � I; �� Ihl; , " �1.1) 0 () �t� " �),i I I I "I C:,o -11 I I "I ­- IN' 11 � _", ',�,q',� AND MOUNTED TO THE SIDE OF THE BUILDING IN PHASE I I I � , w7 'vm ? ,I � 0 �,­,,­ ,,,,,� \) 0 I, 11 ", ___ ,��_ ,I � ,� ll" Q,',�,, I ,�,,�II,,I'r `� ?�t�_ � , I '11� ,,iomI I , _3,��` (_,� - , I L 'I, �� , ;, , � 4_2 I., ­. - 1111 2'' 1 ,, .1 , I I �, . 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I I- _�� I-', ` ,�, ", I COMPONENT PERFORMANCE, MEASUREMENT TECHNIQUES, AND VARYING FIELD - .. . , I --.----.------ - - ..--------- --.-- --- , � _�l I�; -1 I , � '. I CONDITIONS SUCH AS, BUT NO ,_1 I TS-_k-6-21 -21-B20 4-0-8-0-1-8 'S _12_0__'______ 1 if 11, I _� � 1"� I I I . I . '� I � I . � I " �: .11, 11 11� ,,,,, ll ­� ;�- 1, �', �, T LIMITED TO, LINE VOLTAGE, TEMPERATURE, l � 1 28 � Lightheaded Lighting __Tc 1800 __ �__ �, ,,, ',_.�; �� 1� �;,�v " �, I,1� : ,,,I I� ,�,; �-� . ... I. �.11,11,1 U i;,fI I��111 Ii "' I.I I I � I I , , I I ­ .�', .1, <�,�' 1 II ,,� �� flO i'2' Q11 1� . �, ATMOSPHERIC/ENVIRONMENTAL CONDITIONS AND IMPROPER OR UNDOCUMENTED SA I � I -_ ,,,,,, I -11 - ,� I I 11,l . fjv , - 11 I i,� 0 "I I e�� f:.<," . �,_) I I i I -�_ I LAMP BURN -IN PROCEDURES. FURTHER, ROOM DIMENSIONS, REFLECTANCES, ­­­­­ .................. _....1-1-1- _._____ ... � ... � - I I � � �_ ___ I . I I I I I � ­­­ -­ 1. ....... .......... . ............. � . . ............................................. . � - ----- ­ I I ­-1-1-1-1 --- _-, - --------"-''-,- 5 Lightheaded Lighting C3S-R-6-21-21-B20-40-8018-5-120 I � Z4� i� i� K�.i3 :- i� �I.I ­� � n,,� I 1-1 I'll �­ �', , o�,O �'11�11� -11 I - ­4 "I I I -, ­1 I i�.�� "IM, I', I, I AI�' ­,.i� I I I a0 .�.,� �­, ; 1� ,I 'i �� I,21 ;�J'l �;,., ,,,, i, t I I . "I I ,;J� �I.il III!, � �i �, . I I \� t I , - 0 1�1 ''I 10,c ­1 ,i 11 :) �I : � I A-1 . 1800 __ FURNITURE AND ARCHITECTURAL ELEMENTS WITHIN THE SPACE MAY SIGNIFICANTLY I ( /-,-- --- I I -------------------- ------------------- ---- � -------------- ­ " - " ­ , " F - 1� s I I - I I AFFECT CALCULATIONS. VERIFICATION OF THE CALCULATIONS HEREIN, INCLUDING � %_-) I ! I ___ - I I ...................- , � _____i___ �---_ ,;-�� ii '11%I � "I 1,�i 1, . � I I � I I I - , 11. I - �',',il 11 ______ ____ ______._____ 'i. ,I�,I- "",.)� �,, �i �, �111i� .� I I - i.�"111 �� I�� 9�� fli,I� QJ�, �I'tll ,��. , �_��, DESIGN ACCEPTABILITY, AND COMPLIANCE WITH ANY APPLICABLE LIGHTING CODES � i ------ j___ I I - ­� ,� ,� f�.,� I 1,; f:1 �11.1 I I./- _,� � 4 Lightheaded Lighting C3S-R-6-21-21-B20-40-8018-S-120 I 1 - . , '. 11 I �J,1� -1.1 I IS NOT THE RESPONSIBILITY OF OLD DOMINION LIGHTING ASSOCIATES, AND SHALL i, 1 1800 i ____ - -- - __ -- � " 11 ISA-2 � I I I .* ,I,- I -, I I , . . I � "', "I , ,-, - , '7, \ju,� _�� "I - , , , �11� I � I J­', - ��j, ;� ;III ­� ,'I ,:, ,,,,,I I __/ I i �� 1�.�, f)� 0_1 1,111 ­ �;� I .1 I I lj�', il,li I�I� 1;ii n,� ��O f�,l� W_1,111 ;111 : � -, .1 BE THE RESPONSIBILITY OF THE ARCHITECT, OWNER OR OWNERS REPRESENTATIVE, I s - , I lr------ _____ _ - ­­­­ 11111-1-1-­ . . ............ ___­_­..1.­­­__­ . . ............... � ... �.­­ . . . . ............. . . . ...... � ........ . .. . . . ........... ­­­­ - -----------­-­­- � ... ..... 111.1-1.11.1- I - _- - 11,111,111,1111---".,�11-111.1��1.11,111-11l'-� - - - - -------­--­- - ----- ___ ___ -, . __ _. 12 s i 523-000081-75 � I 1 -_ AS APPLICABLE. i i i - I , - _f I I 1 1888 1 � -, I . I I Phi[ips Color Kinetic I C­�, -_ i� �� - IIX V �, 9.1', 0 �e I'll, Q "I I�,, 111i), 0 '� I . ­� '. f", I r f3 ! ___ _- ­1 . I�; I i�l� ­ 11. 2. NO ALERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE �_ � --- 4------- 1 ____ - - __ - _� i - .1 ____1 13 1 SISTEMALUX ��� - - ---- - I . I I ,o, �, 11 I i I Qll� Ill �� ,��Ii� �,�.p .. � , .. � ... I SD i i i . -_ PERMISSION OF OLD DOMINION LIGHTING ASSOCIATES. THE PHOTOMETRIC DATA IS ' 693 Lm -_�Z�1__ ��,�) Q0E-_r1I(=Ir1 Tr\ TWr_ I IQT�n KfiAkll Il Ill All RESPECTIVE CATALOG NUMBERS I - � .. . .... i I . - . i I i --- I � I f __,_',_____, � __.,____ ,--. I ---------- AS OUTLINED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM ___1` ­111-1 i _�_--d-guzinni t -_ I THIS PLAN MAY RESULT IN SIGNIFICANTLY DIFFERENT RESULTS. SITE INFORMATION H i �3. I i SUCH AS POLE LOCATION, ORIENTATION, MOUNTING HEIGHT, ETC SHOULD BE � , i 1___�__ I , 4 1 SISTEMALUX I I � COORDINATED PRIOR TO INSTALLATION BY THE CONTRACTOR AND/OR SPECIFIER i , I i SG I I I � a i� , ___1 RESPONSIBLE FOR THE PROJECT. LUMINAIRE DATA IS TESTED TO INDUSTRY e i I 1___j__­ STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED PER MANUFACTURER. NOTES: I . EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT CANDLE. 2. FOR ALL OUTDOOR LUMINAIRES WITH LAMPS OF 3,000 LUMENS OR MORE, THE FIXTURE SHALL NOT BE TILTED AND THE CORRESPONDING TILT SHALL BE ZERO (0). � . -, I = C1111) � =_ = I =!-- ==;I,-- I e�� &-" , =�== C= r------) 0=m IL � n:2 0 0 6 99 :) 0 a .1: Il = w 'D 0 f > 9 A 0 0 V'!' 0 u c 0 Ill 0 X2 . 5 z cd um = �. >0 ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LIC 654 BAXTER ROAD LOVELAND, ON 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 1 1 0 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8`105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 I 1-ij = nz L" �41_A E_ Im. �4..t��. Lu = ;-5, U14 = LLA KrA � ,_ I-- = I -All ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 co C) a) N cm < z �9_ c: ;:;- Lu _j _j > CD LU r_ 0 _j m < -T U REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 REV 7 4/18/19 REV 8 616/19 S609OW-UNV-20 W/56309 I I I I REV 9 6/27/19 i 3101 i I � I S3005W.14 764 I �011VIPA-6NIMil�% PLAN 6/6/2019 , , - - I - I I , , 7.� '� '' ( AvIr"If Description C3S-R-6-24-21-820-*40-6018-8-120-5C TYPE: : Description : C3 S-R-6-24-21-820AD-801S-8-120-5C TYPE: Description :C38-R-6°24-21-820-40-8018-S-120-5C TYPE: Description :>C3S-R-6-24-21-S20-40-8018-8-120-5C TYPE: ,. Project Marne: Notes: BELVEDERE SENIOR CENTER SA 1i 1 Project Name: Rates: BELVEDERE SENIOR CENTER-- SA Project Fume: BELVEDERE SENIOR CENTER � `� „ Pica°e£t Flame: 7 BELVEDERE SEF11C1R CENTER SA-1 ?� aOEflin(C? !«101I1#?f1 C Qi fr87lCF € FFc�tes:A-1 3 tsif7lf11' i@ Notes: C c W p 9 g LED LED 'PIPE LED PIPE LED FIFE o f® U) X5 99 I I ri eitlx Warm Dimming Alin C3S j Bridgelux + ° arras Dimming �:3S Bridgelux -I- Warm Dlmmin C3S BridgelUX + Warm Dimmingsm 3" Surface Cylinder BRO 3" Surface Cylinder BRO (integral Driver) 3" Surface Cylinder BRCS 3" Surface Cylinder BRO (Integral Driver) RCHITECT USHMAN DREYFUS ARCHITECTS, PC 20-B EAST HIGH STREET Project Type Project Type HARLOTTESVILLE, VA 22902 25 4 9 434.295.1936 I Product Code Product Code ENIOR CENTER DESIGN CONSULTANT .i 3 IFESPAN DESIGN STUDIO, LLC :. 54 BAXTER ROAD i 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 17 12 OVELAND, OH 45140 13.444.4877 f 1. Trim C3S 3" Sur€ace 6. Module & Beam Spread p 20 BeansC 11. Mounting g Small Canopy , 1. Trim 6. Module & Beam Spread 11. Mounting NDSCAPE ARCHITECT 1 28 28° Beam 5C Large Canopy C35 3" Surface B2O 24° Beam ��� 3C Small Canopy ° RAY DESIGN ASSOCIATES 828 28' Beam 5C Large Canopy 1012 WILDMERE PL 2. Aperture R ftound 840 40° Seam 855 ss° seam 12. Optional Media 2, Aperture 840 40° Beam HARLOTTESVILLE, VA22901 R Round E355 55° Beam 12, Optional Media 34.242.7642 FIR Frosted i ... FIR Frosted E 3. Layout Length 5...-6,q 7. Color Temperature 27 2700K HC Honeycomb PF Perimeter FrostedCylinder 3. Layout 7. Color Temperature HC Honeycomb IVIL ENGINEER •Cylinder Length 27 2740K PF Perimeter Frosted IMMONS GROUP ` g„ 4• Finish 21 Nano White 30 3000K 35 35OCK 40 4000k SL Softening Notes ; 7%n ------^^^^^- 4. Finish 30 3o00K 35 3500K SL Softening 08 PRESTON AVE, SUITE 200 HARLOTTESVILLE, VA 22903 21 Nano White 40 4000K� Notes 1434.327.1688 23 Anthracite Metallic 24. Ink Black Metallic 3018 3000-180OK (Warm Dirn)' 13018 ware) dim color temperature is — ... ..._..-... _. __._—. __— __......... ...................... ...... ................. ........... _._..___.m.._....._..�......._...._. ......_.......... __..... 23 Anthracite Metallic 301 S -1 O 8 000 II OK (Warm Dim) 3018 ,wren dim color temperature is )STRUCTURAL only available in 9510 CRI, Lumens. 24 Ink Black Metallic only available in 9510 CRI, Lumens. ENGINEER 25 Slate Grey Metallic 8, CRI, Lumens 2 LE & S dimming are only available 25 Slate Grey Metallic 8, CRI, Lumens 2 LE & S dimming are only available MWPV Our LED Pipe- family of cylinders provide architects and FEATURES 26 Espresso Metallic 27 Terra Metallic 8014 80 CRI, 14001m, 9010 9O CRI, 10001m in 120v, � LE, LH & P1 dimming require the ceiling Our LED Pipe'' family of FEATURES cylinders provide architects and j`' 26 Espresso Metallic 27 Terra Metallic 8014 80 CRI, 14001m, 9010 90 CRI, 10OOIm in 120V. LE, LH & P1 dimming the 10 THIRD STREET NE lighting designers With almost Lumen output: 1000-1800 c us 28 Glimmer Gold 9510 95 CRI, 10flOfm (War[) Dim) canopy to be 6" in diameter & 3" deep, lighting designers With almost Lumen output: 1000-1800 c / 1 28 Glimmer Gold 9510 95 CRi, require ceiling HARLOTTESVILLE, VA 22902 10001m (warm Dim)' canopy to be 6" in diameter & 3" deep. 34.293.5171 limitless design possibilities. Damp location listed Intertek CC Custom Color 8018 80 CRI, 1800Im Refer to dimensional data. limitless design possibilities. Damp location listed Intertek CC Custom Color 8018 8O CRI, 1800lm Refer to dimensional data. Whether you need light a space » r Single media early 9014 90 CRI, 14001m 3C ceiling canopy requires Whether you need Tight a Space ° Single media Yearly 9014 90 CRT, 14001m ' 3C ceiling canopy requires EP ENGINEER with inaccessible ceilings, disappear among the pipes and ducts of an open -ceiling » Clear lens standard » Extruded aluminium cylinder body Machine aluminium components M'*E° • • 5. Reflector Finish 21 Nano White 23 Anthracite Metallic 9. Dimming LE Lutron Phase (1%) 2 1 C3-R-3CMP junction box mounting plate (can be provided separately), Must be installed with octagonal junction box with inaccessible ceilings, • Clear lens standard disappear anion the y ��w,Te° disc g pipes • Extruded aluminium cylinder bad and ducts of an open -ceiling Machine aluminium components 5. Reflector Finish 21 Nano White 23 Anthracite Metallic 9. Dimming g LE Lutron Phase (1%)'' C3-R-3CMP junction box mounting plate (can be provided separately). Must be installed with octagonal junction box TAENGL ENGINEERING 59 CR 1159 CROZET AVENUE, SUITE A design, focus attention on a Powder coated finishes ARRF�a 24 Ink Black Metallic LH Lutron Ecosystem (1%) , prior to ceiling installation. Octagonal design, focus attention on a » Powder coated finishes 24 Ink Black Metallic LH Lutron Ecosystem (1% } ) prior to ceiling installation. Octagonal VA 22VE 932 specific architectural detail or Color consistency within 3 SDCM 25 Slate Grey Metallic P 0-10V Dimming (1o•;r,) junction box not included. R,va RP specific architectural detail or • Color consistency within 3 SDCM R 25 Slate Grey Metallic P 0-10V Dimming (10%) junction box not included. 434.295.8105 make a dramatic statement, you can solve almost any lighting (MacAdam Ellipse) » L70 @ 50,000 hours 26 Espresso Metallic 27 Terra Metallic P7 0-10V Dimming (1`/0) ' t� ELV make a dramatic statement, you (MacAdam Ellipse) 26 Espresso Metallic P1 0-10V Dimming (1%) a WNER'S REPRESENTATIVE problem with a LED Pipe. DETAILS pssEMe` 0 z 28 Glimmer Gold CC Custom Color I S Dimming (10%)� 10. Voltage can solve almost any lighting • L70 ;aj 50,000 hours ewy problem with a LED Pipe. °„> 0 27 Terra Metallic 28 Glimmer Gold S ELV Dimming (lo%) IATTHEWS DEVELOPMENT COMPANY 34.972.7764 DETAILS CC Custom Color 10. Voltage 120 is °2 22�i Trim Class: 3" 277 Trim Class: 3" 277 Category: Cylinder Category: Cylinder Shape: Round Shape: ROUi1d Mount Type: Surface Mount Type; Surface ___.._.. _ ... hwithout •REV 2 7 .2 • 1 C3S- LED- PIPE-3in-Surfaca-Cylinder-SRO -Specs = Subject to change v ithou notice 0 9 03 9 /6 .................. ._..... .. _.... _. .. C3S-LED-PIPE-3in-Surface-Cylinder-SRO-Specs • Subject to change without notice + REV 2019.03.29 ^ 5/6 C3S-LED-PIPE-3in-surface-Cylinder-SRO-Specs • Subject to change without notice • REV 2019.03.29 • 1/6 ..... ._......_..._......__._. ____.__......__.__...___............._-_____........................._......_._........... C3S-LED-PIPE-3!n-Surface-Cylinderlinder-BRO-S y ........................... ....._._._._.._........_................._._............._... ..........._.......... .... ...._.. ecs • Subject to change without notice • RE 2 p 1 g e V Oi9.03.29 5%6 info;a)iightheadedlighting.com - www.lightheadediighting.com ','.604.464.5644 • �s G info, ilightheadedlighting.com www.lightheadedlighting.com info ;alightheadediighting.com • www.lightheaciedlighting.com U H infa'q)lightheadecilighting.com - www.lightheadedlighting.com T.1.800.464.9544 F.604.464.0888 P.604.464.5644 T,1.800.464.9544 F.604.464.0888 - P.604.464.5644 T.1.800.464.9544 F.604.464.0888 L P.604.464.5644 T.1.800.464.9544 F.604.464.0888 . a Description: C3a9-R-6^24•21-B2O-40-8018-S-12( -5C BELVEDERE SENIOR CENTER TYPE: Description : C3S^R-6-24-2 -B20 0-8018-S-120-5C z TYPE: eS£ri ttB011 , 15j 521•UUU491-T5 {5)f 20- U202-03(1)1US•UOOU56•U3 (4j908•UUOid57A0 resje£�Fiame: BELVEDERE SENIOR CENTER TYPE: L$£r8 gg��4rk : 5)523 @4UU91.75 (5)9 U•UOD242•U3{7}4U&- opus D3 {4)70B-0U4tlS7-UU TYPE: . " Project Flame: j SA-2 Project Fume: BELVEDERE SENIOR CENTER � �. ,., ro ec Name: > j BELVEDERE SENIOR CENTER Old On17ij I(CC Notes: id C?fT7S17PfB Notes: SA-2 `j 3( 301Tt1I ISCYIPCj{rE7 Notes: GLARE STIIELD INCLUDED S _ � 1' Notes: 1Ck1,f}}i1 SB aM3,,1 a CD Date: Cv LED PIPELED PIPEi z i Type: Firm Name: ._________ V_-..____�—.�.—. Luminaire and Accessories Use u 0 >� �� Project: item Number when ordering in North America > C S B.ridgelux + Warm L)Ir).ming C^3S � Bridgeh x + Warm Dimming � _-7, Luminalre Itern Number Item 12NC LLI J eWGraze QLX Powercore 3000K,9°x9'&eamAngle, 1219mm(4fr) 523-000081-75 912400135261 3" Surface Cylinder RO 3" Surface Cylinder (integral Driver) �� �; _.._ _...... ..._ ......... __... Accessories � 3000 • • • ' Angle,Inground • Enclosure, Outer Box for 1219 mm (4 ft) luminaire --- - 120-000190-07 912400133691 LLI In round Enclosure Inner Box for 1219 min 4 ft luminaire 120-000190-06 912400133690 ........... ____ __...._..._ _........ .__, ___-- -- _ . ___ js rr Q Leader Cable with Terminator, UL/cUL, 3 m 10 ft) - ---- ....--—_._...... _.— _-- -- _ ( ) -- Leader ble 000056 03 910503704071 Cable with Terrnina€or, ULlcUL 15.2 -- (SO ft)„ 1©8 000056 00 _.__ _ 910503703138 Project Type r: Leader Cable with Terminator, CEIPSE, 3 m (10 ft)� �V- �— _ _------ 108-000056-04 910503704072 -- ------- Leader Cable with Terminator CElPSE 15.2 m 50 ft ----- . ---- 108-000056-01 910503704069 Jum erCable UL/cUL, End -to ._._.. P ... _..._ . .. _...__. ........ ........ .. _..._. ....... .......... _.......... —.—._._,_._—__..._ 108 000057 00 9105D370339 Product Code Jumper Cable UL/cUL 305 mm_(1 ft) __ .. 108 000057 03 910503704076 __ .. ._ ----- __per Cable UL/cUL 1 5 m (5 ft} --_ . . ........_ _.—_ 108 000057 06 910503704079 Performance linear exterior LED wall grazing)urnperCable UL/cUL 3m(10ft) ___ _....... Cable CEfPSE End End .. - ____ _.10800005709 _ _ .. __.__....___-___ _.,910503704082 __. ---------- 1 2 3 4 5 6 7 8 9 10 11 12 7 luminaires with solid W�lite light jumper to - .. jumper CE/PSE,305mm(1 ft). 108 000057 07 910503704074 ...... 108 00005704 910503704077 `f Cable, CElPSE;15m(Sft) ..... .. ......._... Jumper -_____...._.._.._,..__.__...___________....___________ Cable CE/PSE 3 10800005707-.______ ._.._____._....910503704080 eW Graze QLX Powercore IS perfect for applications calling fora 1u Jumper m (1Q_ft) Glare Shield,,1220mm(4ft} ...._.__........ ...._ _,.__..,_,__ 108-000057-10 910503704083 120 000081 03 910503700748 I SUE DATE 1. Trim C3S 3" Surface ��� 6. Module &Beam Spread 820 20° Beam 11. Mounting 3C Small Canopy' balance of cast and performance. Graze is ahigh-performance, exterior linear luminaire designed to highlight architectural features Mountin g .. Y ......-.-....... . .......... Mountin Arm, Medlurn, Gray T TTT T T mT T^T T 120 000201 03 ........._...... .._._...... 912400135843 .._......... ................. 120 QQ0201-04T_....._..._._.__.._. 91240013... B28 28° Beam 5C Large Canopy ranging from surface textures and molding details to archways and " Mountin Arm, Lon Gray 120-000201-D5-D5 912400135845 COUNTY SP 7I17/18 j 2. Aperture 1340 40° Beann e windows. Graze Essential White luminanes offer a single channel of yy r Graze QLX Powercore Symmetric Louver, 1220 (4 €t} _ _ ___ _ Masking Shield 1220 min (4 ft} _ — _ _ 120:000202-07 912400135856 _.__. 000203-03 Round.... S�, ~� , .......................-...... .......-..... 120 ............... ........ ... . ................. I FIR Frosted t z fixture lengths, beam angles, output levels, and power consumption REV 1 8/1s/1a I 3. Layout _ 6 6" Cylinder Length 7. Color Temperature 27 2700K HC Honeycomb PF Perimeter Frosted levels support a large range of facade or surface illumination I applications. Low -profile housing, connectorized cabling, a universal 3 i 30 3000K SL Softening power input range, and direct line voltage operation make Graze REV2 9/21/18 4. Finish 21 Nano White 35 3500K 11 4000K Notes luminaires easy to install and operate. ' - -- 23 Anthracite Metallic 3018 3000-1800K (.Warm Dim)' 13018 warm dim color temperature is REV 11/13/18 24 ink Black Metallic only available in 9510 CRI, Lurnens. 1 25 slate Grey Metallic 8, CRI, Lumens 2 LE & S dimming are only available • Tailor light output to specific applications —Available in four • Graze provides years of reliable use under rugged Our LED Pipe- family of cylinders provide architects and FEATURES T� 26 Espresso Metallic 27 Terra Metallic 8014 80 CRI, 14001m, 9010 go CRI, l000lm in 120V. 3 LE, LH & Pl dimming require the ceiling standard lengths (1 ft, 2 ft, 3 ft, and 4 ft), four performance conditions. Graze raises reliability even further with more levels (MX, QLX, QLX 5W, and EC), and six standard 9° x 9°, protection from corrosion by meeting ASTM 8117 standard REV 4 12/13/18 lighting designers with almost • Lumen output: 1000-1800 c j �s 28 Glimmer Gold 9510 95 CR1,100o1m (.warm Dim), canopy to be 6^ in diameter & 3^ deep. 10° x 60°, 15° x 30°, 30° x 60°, 60° x 30°, aria 90° x 90° (EC and ANSI C136.31-2010 standard with a 3G vibration rating, limitless design possibilities. Damp location listed "° Intertek CC Custom Color 8018 80 CRI,18001m1 Refer to dimensional data. only) beam angles. and elimination of water pooling on the lens. i REV 1/10/19 Whether you need light a space • Single media ready 9014 90 CRI, 14001m 4' 3C ceiling canopy requires • Flexible integration—Graze's ultra -low profile lets it fit • Works seamlessly with the Color Kinetics full range of with inaccessible ceilings, • Clear lens standard 5. Reflector Finish C3-R-3CMP junction box mounting plate discretely into almost any layout, from simple to elaborate. controllers, including Light System Manager, Video System disappear among the pipes and ducts of an open -ceiling Extruded aluminium cylinder body • Machine aluminium components �° 21 Nano white 23 Anthracite Metallic 9. Dimming g LE Lutron Phase (1%) (can be provided separately). Must be installed with octagonal junction box Manager, Video System Manager Pro, iPlayer 3, Antumbra •Customizable accessories -Customize your Graze fixture with a choice of three accessories: mounting arm, masking iColor Keypad, and ColorDial Pro —as well as third -party AS LINE REV. 1/28/19 design, focus attention on a •Powder coated finishes Faa 24 Ink Black Metallic LH Lutron Ecosystem (1%) a prior to caning installation. octagonal shield, and graze louver. Mounting arm available in three controllers. specific architectural detail or » Color consistency within 3 SDCM naaRP�a 25 Slate Grey Metallic P 0-30V Dimming (10%) function box not included. sizes and three colors (black, white, and gray), and masking • Convenient push -and -dick connectors let you easily and REV 7 4/18/19 make a dramatic statement, you (MacAdam Ellipse) 26 Espresso Metallic P1 0-10V Dimming (1%) shield available in four lengths (1 ft, 2 ft, 3 ft, and 4 ft), rapidly install Leader Cables and Jumper Cables. Constant REV 8 6/6/19 can solve almost any lighting • L70 ;a 50,000 hours a�,zE„Qe problem with a LED Pipe. p ° z 27 Terra Metallic S ELv Dimming (tor) 28 Glimmer Gold torque locking hinges offer simple and consistent position Integrates patented Powercore technology that controls control from various angles, power output to luminaires directly from line voltage -g DETAILS F $ CC Custom Color 10. Voltage rapidly, efficiently, and accurately. The Color Kinetics Data For detailed product information, please refer to the eW Graze ° 120 Enabler Pro merges line voltage with control data and QLX Powercore Product Guide at www.colorkinetics.com/isJ Trim Class: 3" 277 delivers them to luminaires over a single standard cable, essentialwhite/ewgrazegixpowercore! REV9 6/27/19 Category: Cylinder dramatically simplifying installation and lowering total Shape: Round system cost. Mount Type: Surface s► LIGHTING UT' SHEET - C3S-LED-PIPE-3in-Surface-Cylinder-BRO-Specs Subject to change without notice - REV 2019 03 29 • 1/6 C3S-LED-PIPE-3!n-Surface-Cylinder-BRO-Specs .. ......... Subject to change without notice • REV 2019.03.29 • 5/6 representation - ......_.. ____.. _ .. ........_._. _..........___ ...._.____. ___............. ____- _..._.......... ____._ . ____ _.__...... ... ..... ..._.,_ ____. _._.. _._._ + 6/6/2019 info(dlightheadedlighting.com . www.lightfieadecilightiiig.com L infoCcclightheadedlighting.com • www.lightheadedlighting.com +# ti-.+V QI\Ih.il�i Tti.ri7 P. 604.464.5644 1',1.800.464.9544 R 604.464.0888 P, 604,464,5644 T.1,800.464.9544 E. 604.464.0388E2w00 '... s'.A°^''•," ..�®`^� . � ,✓'•'a, a..�^'°�.•.%°`-- .��..�t`.-°...a.w°�'`._....✓r``'^...«,...•.'+'s`._..-,%``^.-,....�'',*,..._..-✓�`"°.„� .-�"°,.._.�✓"'� .f✓'x`^�..-.'�°"`-•..._..1� ^.-...- ».�''^"°� ,..�'"».- _ ��``~-... �""� ..�''^.•_ .�° "�°''°°-.._✓'�'>., m/`�-'" •,-_..- .-'� �`'^�.,/O.-. _.--�w.m _--..�'`., �.-�'^.,�v^« _--.d°•``�._M.a.!'"4-�-.. _,..-✓�`^ ''`^. � _.._,P-ix",,--._..-^�`^•.-a.....-''^``^• e, ,n Description 109-000036-00 TYPE: Description: 109-000036-00 TYPE: Project Name: BELVEDERE SENIOR CENTER Project Name: BELVEDERE SENIOR CENTER SB SB Old Dominion Notes` Old F��Qior) Notes: SPECIFICATION SHEET PAGE: I OF 3 SPECIFICATION SHEET MOVIT MOVIT PAGE;3 OF 3 RECTANGULAR Project name: BEI-VEDERE SENIOR, GF-NTER RECTANGULAR Project name: tELVEDESCE :-',EN(�'RCENiER 0 Type: SID S D 00. Type: it 0, ------------- ------ ---------- ----------- --------- - - - - -­-­ .......... ...... ....... Date: !"""''RESET Type- ORDERING INFO Z Firm Narne: Part Numbers Uco Wrn Number when ordering in North AtIlGrica. 0 Z &3000W JB RE P0 Project: oc" W MODEL MOUNTING ELECTRICAL FINISH �'J Dimming Module fterri iquinbe, �teli, 12NCft ago D 11 11.11.1 ...... ... .. DM-1000 0-10 V ELIV Dimmer UL 109-000036-00 912400135916 . . ............. ----------- - -­-­-­-­- ­ - . ............. -------- MODEL MOUNTING ELECTRICAL FINISH 0 S.300ON 4000K, Asymmetrical JB - Surface mounted REM - 24V remote power supply 0 01 - Whit, RCHITIHCT 0 5.30001t - 3000K, Asymmetrical with Jbox 10 14 -aluminum gray USHMAN DRE Y US ARCHITECTS, PC 0 S.3005N - 4000K, Symmetrical 820-B EAST HIGH STREET CLIStOrfl Color� Black. r, Asy m ietrical syrnmettical HARLOTTESVILLE, VA 22902 0 S.3005W 3000K, Symmetrical 34.295,1936 Surface slim floodlight projector, can be used as direct or indirect light and available with asymmetric and symmetric ENIOR CENTER DESIGN CONSULTANT DIMMING MODULE reflector, )IFESPAN DESIGN STUDIO, LLC 54 BAXTER ROAD Extend compatibility of your ELV-dimmob le tc� Luminaire characteristics: REMOTE POWER SUPPLY OPTION (TO BE ORDERED SEPARATELY) Power input: 12.5 W 90, Requirement for one (1) fixture: 11 W, 24VDC OVELAND, OH 45140 luminaires with architectural 0-10 V Lumens: 693 Im to 765 lin (delivered) 13.444.4877 d immers Luminalre efficacy; 55 Im/W to 61 Im/W (34mrn) 0 4548-0024-025-UNV-ND 0 4551-0024-080-120-LTE ................. .... ...... ................. 4%" N SCAPEARCHITECT Source: White LED, (LM-80 tested). (I 14mm) 0 4448-0024-060-UNV-ND 0 4448-0024-150-UNV-D10 D RAY DESIGN ASSOCIATES DM-1 000 takes the guesswork out of choosing a 0-10 V dimmer 0 4545-0024-075-UNV-ND 0 4546-0024-200-2C-UNV-ND 012 WILDMERE PL 300OK: 90CRI. for your ELV-dimmable Essentia[White and EssentialColor 400OK: 90CRI. go, luminaires from Color Kinetics. Using virtually any industry Lumen maintenance: >70% ofinitial lumens at 50 000 hours (L70) HARLOTTESVILLE, VA 22901 standard 0-10 V dimming control, DM-1 000 ensures flicker- LM-79 tested, 34.242.7642 ----------- free dimming of your luminaires. An onboard trim adjustment Optics: Asymmetrial or symmetrical flood optic. IVIL ENGINEER allows instant configuration, and a test button confirms proper SIDE VIEW IMMONS GROUP -------------- ------ - functioning of your devices, eliminating costly and time Material: REMOTE POWER SUPPLY OPTIONS (TO BE ORDERED SEPARATFLY) 08 PRESTON AVE, SUITE 200 consuming reinstallation. Body: Die-cast aluminurn, HARLOTTESVILLE, VA 22903 Reflector: 99,98% pure anodized aluminum. T 434.327.1688 Diffuser: toughened glass. Min - watts Voltage Rated Dimming protocol Box dimensions Max distance Code Hardware: Stainless steel screws and silicone gaskets. Max I 18AWG ... ............. Smooth, flicker -free dimming—DM-1000 ensures the best possible Simple configuration —An onboard trim control allows you to define 5" 6y" . .... . ...... ......... . . . . ............ ....... . -------------- .... . TRUCTURAL ENGINEER . . ........ . - ------ - ----------­--- -------------------- dimming performance of Essentia(White and EsseritialColor the lowest desired intensity level. Simply set your dimmer to its Electrical: See remote power supply options on page 3. (127mrr (130rrim) 7" X 5"X 3 4548-0024-025-UNV-ND luminaires from Color Kinetics, even at very low Intensity levels, lowest position, adjust the trim level, nd you're done. J 25 1-2 120-277V Outdoor None 20ft (6m) Y-M),WTHVIRD STREET NE (178 X 127 X 76mm) Mounting: Install on a standard 4" jonction box or in ground or -Expanded compatibility with industry standard 0-10 V c1irnrref5— Supports up to 1,000 VA of power output--DM-.000 can handle up CHARLOTTESVILLE, VA 22902 on pole, using accessories. F— DM-1 000 expands compatibility of EsFentialWhite arid EssentialColor to 450 VA at 120 VAC or up to 1,000 VA at 277 VAC. 34.293.5171 8-yv 10" X 8" X 4" ELV-dimmable luminaires to virtually any architectural 0-10 V source, Finish: White or Aluminum gray. 2-5 120-277V Indoor None 30ft (9m) 60 4448-0024-060-UNV-ND -integrated test button—DIM-1 000 features an onboard button for (223mrri) (254 X 203 X 102mm) So whether you're buying a new dimmer or using one you've already EP ENGINEER testing LED luminaires that are attached to the dimming module-, ins talled, you can be sure it won't make your luminaires flicker, Weight: 111 lbs (1 Akg). TAENGL ENGINEERING Press this button to instantly dim attached luminaires, confirming ----- -------- - ------ — ------------------- -- ------- Affordable and attractive —Enclosed in a sleek aluminium housing, that your devices are workingjust as you expect them to. Press 1159 CROZET AVENUE, SUITE A Warranty: 5 year limited warranty. BOTTOM VIEW 11" X 3" X 2" 75 1-6 120-277V Outdoor None 20ft (6m) 1 4545-0024-075-UNV-ND ROZET, VA 22932 DM-1 000 is a cost-effective solution that ensures smooth dimming the button again, and your luminaires resume normal operation. (279 X 75 X 51mm) of your ELV-dimmable luminaires. An onboard indicator LED provides visual confirmation of normal i 34.295.8­105 Certification: WILLS listed for wet location. ................. ----------- operation. . ...... . . . . . . . .......... Easy installation —A hinged mounting plate, springloaded terminal Leading and 1-7 14" X 5" X 2" WNER'S REPRESENTATIVE block connector, and integrated flying leads allow for quick and For more information, please refer to Ratings: IP65, IK09 1 803-7 120V Outdoor trailing edge 30ft (9m) 4551-0024-080-120-LTE for DIM) (356 X 127 X 51mm) sirnple installation on a standard 4 inch square junction box. 0-10 v,v�,i�,i.colorkinetics.comils/pds/dm-1 000/ (ELV and TRIAC) MATTHEWS DEVELOPMENT COMPANY V control wires can be connected to DM-1 000 in a Class I or Class It 34.972.7764 electrical configuration. 10" X 8" X 4" 150 1-13 120-277V Indoor 0-10V (254 X 203 X 102mm) 25ft (7.5m) 4448-0024-150-UNV-D10 X2 12` X 5'-30ft (9rn) 4546-0024-200-2C-UNV-ND 200 Per channel I 120-277V Outdoor None (Max 18) (305 X 127 X 51mm) Per channel ................................ ........... ­­­ .. .... ... .. .. ......... ............ ............................. I ........................ . .................. -.1-1-1-1-1-1-1-- .................... . .......... ............... ...... ................. . .................. ....................................... ....................... ............ ...... .... .. ... ....................... ... ... ... ... .... The total power of all connected luminaires may not be higher than the power of the driver. DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE, LAST UPDATE January 14,2019 JP - R5 DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE: January 14, 2019 JP - R5 9320 Bod. St -Laurent, suite 100, Montreal (Qu6bet;) 9320 Boul, St -Laurent, suite 100, Montreal (Quebec) CA SCOLORKINETIC S C us Canada H2N I N7 us Canada H2N IN7 4 I k"ST E M A L U P.:514.523.1339 F.:514.525.6107 SISTEMALUX R: 514.523,1339 R: 514,525.6107 ------- www.sistenialux,corn www.sistemaluxxorn Description S609ON-14B TYPE: Description: S609ON-14B TYPE: Project Name: BELVEDERE SENIOR CENTER wRk Project Name: BELVEDERE SENIOR CENTER 5F SF Old,p"nion Notes: Old,Qominion Notes'. MOVIT SPECIFICATION SHEETPAGE: I OF 3 MOVIT SPECIFICATION SHEET PAGE OF 3 RECTANGULAR Project name: IBELVE-DERE SENIOR CEINTER RECTANGULAR Project name: BELVE-DERE SENIOR C'ENTiER Type: c, C-- Type: SG co C3 C\I ORDERING G INFO # < Z BOLLARD project 4, BOLLARD pwd A j�Pag.:4,4 S.3005'OV - JB REM .............. MODEL BLINKER Type: SPECIFICATION SHEET BLINKER Type: SPECIFICATION SHEET MOUNTING FLEC�RKIZ "M > M —J Collection of bollards for exterior commercial and institutional applications. MOUNTING (TO BE ORD15RED SEPARATELY) —J Exceptional European build quality with high corrosion resistant finish. Robust marine > MODEL MOUNTING ELECTRICAL FINISH arade die-cast aluminum construction with stainless steel fasteners and factory sealed LU micro -prismatic glass diffuser. 5.6309 - Flange with stainless steel screws for Mini Blinker Bollard (S.6050/90) 0 S.300ON - 4000K, Asymmetrical JB - Surface mounted REM - 24V remote power supply 01 -White R with Jbox T 0 S.3000W - 3000K, Asymmetrical 0 14 -Aluminum gray 0 0 4%" x H: 6/'�" —J (0 '1 19mm x H� 164mrn) 0 S.3005N - 4000K, Symmetrical (10 be installed In concrete)tolack Asyniaietrical Symmetrical < 5.3005W -3000K, Symmetrical CLIswn CoorBlZ: Luminaire characteristics: 0 Power input: 17 to 34.5W E-1 S.5310 - Flange with stainless steel screws for Mega Blinker Bollard (S�6040) Surface slim Floodlight projector, can be used as direct or Lumens: 280 to 8251m (for 3000K, 90CRI) 252DIn indirect light and available with asymmetric and symmetric Luminaire efficacy: *16 to 241m/W 0 7%" x H: 711." reflector. (0180mm x 200rnru) Source. LED module d-M-79 tested) (To be inmalled inwricirete) Luminaire characteristics: REMOTE POWER SUPPLY OPTION (TO BE ORDERED SEPARATELY) 400OK 300OK: 90CRI: 90CRI. , Power input: 12.5 W 90, Requirement for one (1) fixture: I JW, 24VDC Lumen maintenance: >70% of initial lumens at 50 000 hours (1-70) Lumens: 693 Im to 765 Im (delivered) Lummaire efficacy: 55 Im1W to 61 lm/W SUE Keli�lfilf (LM80 tested)� (34rnrn) 0 4548-0024-025-UNV-ND 0 4551-0024-080-120-LTE DATE ........... . . . . . .......... ................................ ........... ..... . . .......... ... ...... ..... -T 0 4448-0024-060-UNV-ND 4448-0024-150-UNV-DlO Source: White LED, (LM-80 tested), Optics: Accent light. ('I 14mrn) .............. ....................... . .. . ...... 300OK: 90CRI. 0 4545-0024-075-UNV-ND 0 4546-0024-200-2C-UNV-ND Material: Body: Die-cast aluminum400OK: 90CRI. 90, COUNTY SP 7/17/18 Reflector: 99,98% pure anodized aluminum 1-,, Diffuser: 4mm thick acid etched tempered glass -a[ lumens at 50 000 hours (L70) Lumen maintenance: >70% of init LM-79 tested. Hardware: Stainless steel screws and silicone ORDERING INFO 8/13/18 n REV 1 gaskets. ... .... ........ L . .... .. ..... . ..... Optics: Asyrnmetrial or symmetrical flood optic. SIDE VIEW Mounting: Install with flange accessory or fasten to ground. FIXTU�FE - ­----------------------- - - - ------------------------- - - - - - -- - - - - -- Material: REMOTE POWER SUPPLY OPTIONS REV 2 1/18 Electrical: Integral high efficiency electronic pow(TO BE ORDERED SEPARATELY) power supply, Body: Die-cast aluminum. rated at 50 000 hours, 120-277V. .................. Roffler.fnir Q QROf ntire Anodi7p.rl Pit irnintim . ............ 1 25 Max Max ----- -------- - I ---------- 1-2 Voltage - - 120-277V Rated R ------- -- - - Outdoor ............ Dimming protocol ........ . . . ------ None . . ............ Box dimensions i --------- 7X 5' X 3 " " (178 X 127 X 76mm) Max distance 18AWG 20ft (6m) Code ------ - - - - ----------- .. ...... . . .......... 4548-0024-025-UNV-ND 60 2-5 120-277V Indoor None 10" X 8" X 4" i (254 X 203 X 102mm 30ft (9m) 4448-0024-060 LINV ND 75 1-6 120-277V Outdoor None . 11" X 3"X 2" (279 X 75 X 51mm) 20ft (6m ) 4545-0024-075-UNV-ND 1-7 ........ ......... Leading and - - ----- ------- 80 (3-7 for DIM): 120V Outdoor trailing edge 14" X 5" X 2" (356XI27X51mm) 30ft (9m) 4551-0024-080-120-LTE (ELV and TRIAL) 150 1-13 120-277V Indoor 0-10V 10" X 8` X 4" 1 1 (254 X 203 X 102mm) I 25ft (7.5m) 4448-0024-1501-UNV-DIO 200 1-9 Per channel l 120-277V Outdoor None 12" X 5" X 2" 30ft (9m) 4 546-0024-200-2C-UNV-ND (Max 18) (305 X 127 X 51mm) Per channel - - --- ----­- --- REV 3 11113118 REV 4 12/13/18 REV 5 1/10/19 AS LINE REV. 1/28/19 REV 7 4/18/19 REV 8 6/6/19 REV 9 6/27/19 ...... The tote power of all connected luminaires may not be higher than the power of the driver, - - - - - - - - - - ---------- ----- LIGHTING CUT SHEET �P DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. 19 JP - R5 DUE TO CONTINUOUS IMPROVEMENTS, 1-HE INFORMATION HEREIN MAY BE CHANGED VVI rHOUT NOTICE. LAST UPDATE: January 142019 JP - R5 6/6/2019 C us SISTEMALUX @ 9320 Boul. St -Laurent, suite 100, Montreal (Qupbec) Canada H2N 1N7 R: 514L523,1339 R. 514.525.6107 wmv.sisternalux.com SISTEMALUX , 9320 BILJL St -Laurent, ulte 100, Montreal (Qu6bec) Canada H2N I N7 R:514.5231339 F.:514�525.6107 www.sisternalux.corn Doe to continwoos rnpiovernems, the infafniation herein may be changed without notice 9� suite 100, MorL-6,al (Qu6bac,) Canada H2N IN7, R. 614�523,1339 F.: 514.525.6107 SISTEMALUX PP - Ro Last update: August 23, ?.0 18 Di,,Joxnnu i�ous nnpro,efient,,, the information herein may be changed without notice 93210BW. &-Lau�ml, suite 100JAxArW(Qu�b,�c) Canada H2N —IN7, P.:514,523.1339 R:514.526.6107 www.slstemalux.corl SISTEMALUX EZ01 --- -- — -- —------- --- --------- Number Drive LED Color- Prefix of LEDs Current Generation Mounting Distribution Voltage Dimming controls Motion sensing Phatel-sensing Electrical Luminaire finish i ECF Ll 80L 12A NW-G� AR ' -� I 5 ----I UNV -- .. ........ � - .., ...._.... i ; .. ................ t I _1 ..__. l �- ECF-L 80L 900 Vd4Y-G2 R Tvpe2 IN 12'JV DD 0-10V External tl`ARI3 PCS Fusing Square Pole Textured Is Form 80 LEDs 900 mA Warm White Arm Mount - - 2 iype2 206 208V dimming(by others)-' Integra€,vith n Phomconhal j __ -------- F7 Single Adapter p -- '' BX Black site and area (5 modules) to 3000K, 70C,Ri fztandard}3 2-90 Rotated Z44 240V DCC Dual Crreuit Contra!= tt3 tense Button'' (12U, 2>7, 347VAC)' Induced in WH White large 1050mA 7.2A Generation tett90, 2-270 Rotated 277 277V 347 347V FAWS Field Adjustable" SW Interface module iMRl7 ]ntegra€vuifh TLRDS Tayist Lack F2 Double (208,240,480VAQ' standard Product p BZ Bronze DGY Dark Gray TheJultowin4 NWEWhItA 1200mA Neumounting right£70`#7lens' 480 460L` 120-277V for SiteWrse =' Receptacle Fusing TS MGY Medium Gray 400 kits must UNV "54160Hz LLC2 Integral madue IMR0 5Pin'cPole Mount --"�"�•------ ---- 'terminal Customers ecified 96L 800 Type3 ____ ___ with#'2lens•' ,FPt Pe,e rnocn+ed iLRD7 Sln Ie g 81uckpGenaccoutered ............. _..._- HVU 34'1- 80V 9GLEDs 800mA separately 3T e3 yp LLC3 Inapacimodits motions so,, Twist lock (t20, 277, 347UAQ, RPA RAL Specify CW-62 (6module5) 1A CSee 3-90 Rotated {50160Hz) Mth43 lens" (,e?accessories) Receptacle FP2 Double Round Pole optional 1050 mA Coal White nccessories} Ie€t 9CY LLC4 Integialmoorne - ]pin' {208, 240, 480VAQ' Adapter color or RAL 120 SF 3-27Q Rotated with it4 ,ens TLRPC FP3 Canadian (fits to 3"-B,9" (ex: RAL7024) 1200 mA Generation2 Generation Slip fitter right 270' Twist lock Double pull (208, O.D. pole)' CC custom color Mount" Type4 DynaDimmer. Aulomaiic Profile Dimming Reccataden/ 240,480VAQ HIS (Must supply tutor chip (fits to 2-/," ------___ --- 4TyP 4 ... .._....._"— CSSO at?fy 51)% Phouxei- Surge Protection Internet for required O,D. tenon) 4-90 P rated Dirnmmg 7hours' (l0kAstandarcn Housing factoryquote) WS left o0= Cid56 tAedian 50"J, SP2 `{ncreased 200 Side Shield' Walt mount 4 270 Rotated Dimming 8hours, ,.vith surface ° ght 270' CE50 Economy 50% duit con Urmmtng Shouts' rear entry Types DA50 All Night 541A penndted Dimming, _ RAM 5W T4pe5W CS30 Safety 30% Retiofitarm AFR Dimming. 7hours' mountthP Auto Four Roy' CM30 Median 30% AFR-90 Dimming, 911 An[o Front Raw, C230 Economy 0% Rotated left 9W Dimming Shall DA30 Ali Night 3G% AFR 270 Dimtumg Auto Front Row, Rotated rigFd 270 • �:, _ Li - - _-_- .. -... _---v,.___- handhole, l-landhole dimensions are nominal. �F 1.5rY z �IZIlltS Base Cover -- A two-piece full base cover fabricated from ABS plastic is Soft Square provided with each pole assembly, Additional vase cover options, including REVS 11/13/18 the dart square (2i) cast aluminum cover, are available upon request. REV 12/13/18 SPECIFY 1Is z l-landhole Anchor Bolts -.Anchor bolts conform to ASTIVI F1554 Grade 55 and are provided With two hex nuts and two flat washers. Bolts have an "L" bend on one end and are galvanized a minimum of 12" on the threaded end. REV 5 1/10119 2 Hardware - All structural fasteners are galvanized high strength carbon steel. All non-structural fasteners are galvanized or zinc plated carbon steel or o stainless steel, GAS LINE REV. 1/28119 Finish - Standard finishes are either galvanized (GV) or Finish Fainted (FP). Additional finish options Including Finish Paint over Galvanizing (FPGV) or Full Base Cover any of the V-PR0Finish Coating Systems are available upon request. See (Standard) the product ordering code for color options. REV 7 4/18/19 Design Criteria -Please reference Design Criteria Specification for appropriate REV 8 6/6119 „( �$ design conditions. REV 9 6/27119 Dart Square - 2i (Optional) �Mx LIGHTING CUT ':.. Pli"Opy;?,.,a"^-""�"'.'''.:A";3 Tenon Mounting LLVP32Rfl�^ 3'L SystarnDG - Dark Green I - "P2^2.35"ODX4"tpnon 'ft0'"53 SV5t8i17 `ST--Sands€Otte i 1. Availableonlyon 120,200,240,aad 277( or UNV) E. ECF-IMRI equipped without -boarded sensor h.ceng when 13, Awllableonlyon 120V and 277V—HusnelhnleSHEET P4 = 4,00" OD x 6`terlCn 'Rf)^' r} Sys{erp P{Tri= Hunter Greed I 2. SRecifYVoltage voltage is HVU (347 4801) !4, tJot aa�,iia6le with OCC.IMRt6, IMftl7, SW, LL( and C5/CM7CEJ0A P5 m 2,88" OD X 4" tenon `SO - Slate Goa 3. Notavailable with 347 or480,oltage 4. Mnune to a 4"round pose urithadapter mci,ded rot (DynaDlmmer),IR{''.Si€vex Y 4. HIS hot—ReblewithrypeSor5Woptics aquareple5. 15.TLRD5/]optionnotavailablewithLLC,PCB,TLRPCor0CC.kP6 = 2.88" OD x 5tenon SL*Consult facto on loadin R.O1003y5tenl5- DOisreGuiredtorLLCR.Ofmmingieadsaresuppliedthroughbackof 1G.N:.tavai!ablew'ifhSAandWS.APAspravidedwithblack Maxairningangle45°.Wurkswtth3or5pinNEMAphotucelVdimming. r,Y+-.i,,6" GonsUlt factor on loacllnrY yP7 = 2.38' OD x 5" tenon Sc Sraeclei Color I atsa,,1y �l;Jl6����g PRO?OSSygemturninaire. Must be orderedeRaratety t5ee arwssories page) finishstandard Olmmingwill not he connected to NEMAreceptacleifordering vaithcriteria for ole to mounted Ps = speoal Size (Specffy)-__- criteria for pole top mounted =,4a, ld p 6. DCC and LLC213J4 not available with any other controls 11 Lmned too maximu,n of 45 dFgreesa irg abate horuantai DD, CS1Cwt{CE7DA,1MRl and iMRO. x' luminaires and/or brackets. Other Options %a 7. TB not available with DC(:)2 SW option is cat available with any other control options with the � z luminaires c`And%or brackets, PC; - Polo Cap I ,-%.-� exceE,'tion of IMRI3, IMRi7 and SW-IfdRO motion rest Dose optruns . . PL - Plain Top (No Cap) J1 ECF-L_EcoForrrr area large 03J18 Page ? of 9 i D LRIONTSTRU,CTURES.CONI i'�N'rS't ;UGTU6tES.CfSM s s .. ® s �- ^ a ` %tc?QNTSTC34"fGTUrd ES.COM ��ar V I/ V V V V N/ IV TYPE: Description: DS330400Q250DFP*FBCAB Description ECF-Sw32L-1A-NW-G2­AR-4-UNV-HIS TYPE: Description DS33040OQ250DI FP*FBCAB TYPE: Description DS33040OQ250DI FP*FBCAB TYPE: Project Name: BELVEDERE SENIOR CENTER H2B Project Name: BELVEDERE SENIOR CENTER I Project Name: BELVEDERE SENIOR CENTER Project Name: BELVEDERE SENIOR CENTER Old Dbaihiorl Notes: Notes: W Notes: Old r1lon Notes: I 0. W valmontv, valmont,,V valmont.V 0 STRUCTURES PHILIPS STRUCTURES STRUCTURES nJob GARDCO I Name: Client Name: Job Name: Client Narne: Job Name: Client Name: < Job Location - City: State: Created By: Date: Job Location - City: Stan,: Created By: Date: Job Location - City: State� Created Bv, Date: ARCHITECT DS330 Product: Quote: Customer Approval: Date; IQuote: DS330 Product: . ............... . . . . - ------- ---------------------- -- Quote: ----------- Customer ApprovaL._____, ------ Date: - ---------- ------ — ------- - - Product DS 30 Customer pDate: USHMAN DREYFUS ARCHITECTS, PC 20-B EAST HIGH STREET ............. .. ... ........... ... .. . ... . ............ ... ... I0 A. . .. ------ . .................... . . ........ OAA I..... .. /CHARLOTTESVILLE, VA 22902 . . . ............... . .. .......... . .. . . . . . . . . Anchor Base Detail Bolt Slots/Holes Circle - --------- ...... - ----- . ............. .. . . . ....... ............... Tenon Top* IOr "'' , 111-1111-1-1--­ ............. . hor Base Detail �KBolt Slots/Holes -Bolt --- - --- 90, - 270- 4�00 Qj_ 11.2b 3,63 0,25 00" - ----- -------------------------------- ---------- C us - ---- ---------- - - -- Q Pole Shaft - The pole shaft is fabricated from hot rolled welded steel tubing of one-piece construction with a minimum yield strength of 55 KSI, Bort Circle �5 5 75'0.75 x 17,0( 90, 270' :ESPAN DESIGN STUDIO, LLC 54 BAXTER ROAD OVELAND, OH 45140 IPole 7 1,000! 0.75 x 17.00 x 3�00 3,75 5� I1. Top - A removable pole cap is provided for poles receiving drilling 14 ----------- 11. 513.444.4877 ioo ­_-­ .......... . . patterns for side -mount luminalre arm assemblies. For top mount luminaire I3JU 1.00W0.75x17.00x,3.00j 3.75 -------- - --- ­­-­ and/or bracket consult the factory. Consult the luminaire manufacturer for . . . ...................... 0'- Handhole The Philips Gardco EcoForrn Gen-2 combines economy with performance in an LED correct tenon size or drill pattern. Other pole top options include pole cap only 0'- He . ndhole LANDSCAPE ARCHITECT TA area lurninaire. Capable of delivering Llp to 26,400 lumens oi- rnore in a cornpact, Pole Cap - Plastic (PC) or plain top (PL) which is typical when the pole top diameter matches the RAY DESIGN ASSOCIATES ............. low profile LED tuminaire, EcciForm offers a new tevel of customer value. EcoForm features an innovative retrofit arrn kit, simplifying site Conversions to L-ED by necessary slip fit dimensions, 'A 012 WILDMERE PL rw= eliminating the need to driti additional holes in most existing poles. Integral control, sys ems ava Handhole - A reinforced handhole with grounding provision is provided at easy to install, self-contained Swing Latch handhole cover assembly, U.S, Cross Section Patent Swing Latch cover is fabricated from durable polycarbonate/ABS IN i,�3 CIVIL ENGINEER 61-0 —18,8 1 470 1 14.8 1 370 Q m 11 90 400QI20 Ordering guide exampLe: ECF-S-641�900- NW-G2-AR-5-120- HIS- MGY blend plastic. All pole assemblies are provided with a 2.50" x 5.00" rectangular handhole. Handhole dimensions are nominal, 165 41 406 . ..... .. ... . ". 2, 610 18,8 I14,8 370 4.00 4�00 11 90 12'-O" TIMMONS GROUP 08 PRESTON AVE, SUITE 200 16-0" 5,9 ! 398 11,8 1 295 8,9 22 40OQ1 60 Number Drive LED Cole, - 3 ;'293' HARLOTTESVILLE, VA 2P903 31 Prefix of LEDs Current Generation Mounting Distribution Votge ----------- Phorp-sensing Electrical lutimmawe Finish ---------- Base Cover - A two-piece fuli base cover fabricated from ABS plastic is 11,8 295 i 8.9 223 4,00 4,00 4 OOQ160 434.327.1688 4,00 11 140 40OQ200 I I ECF-S 32L ]I IN W_ G21IAR 1 1 UNV HIS i Soft Square provided with each pole assembly. Additional base cover options, including ---- 4,f) 4�00 240 61 167 150 .................. .. . .. .. .. ..... .. .. ...... .. .. . ............................. 20I-0" 17 7 1 �4� 3 235 5,00 i 5,00 1 186 50OQ200 _j I- - - -_-_ the dart square (2T) cast aluminum cover, are available upon request. 9.6 I240 63 i 16 1 4 5 1 50 4,00 4.00 1 40OQ200 < ECF siteandmea, Qmodules) 5 700 W 3000K,70CRi AR Mount (standard)' Type 2 2 Tiripe2 120 120V 208 nsv 240 240V OD 0-10VExternat OCC DualCircuit Control' IMR13 #31ens� PC8 Fusing F I price Squarrip.1ir Adapter Textured 8K Slack ..... .. .. .. .. .. .. .. .. .. .. ................. .. . 46� 1 28A 5,00 7 265 50OW200 21.4 515 0- 4AGO. 17 anAnchor Handhole Bolts - Anchor bolts conform to ASTM F1554 Grade 55 and are 20'-O" 17,7 443 12�7 343 9A 1 235 1 6.00 1 ldb 50OQ200 ........ ........ 4 536 i 461 ­00 5�00 7 265 666W200 STRUCTURAL ENGINEER MwPV . . .. .. .... 2-90 Rotated BuU00 020,277347VAQ� included WN White provided with two hex nuts and two flat washers. Bolts have an "L" bend on 5" 44 0 J` 225 9 2-270 Bistled IA 'W ' llw- ...... 1050mA Whit, ughOW 480 43LIV forsterAh'Q1, Vtous� R at de TS MGYMediumGray I2A kti t LLC2 5 Pin Pole Mount Fusing Terminal Hardware - All structural fasteners are high strength carbon steel. 65 40OW300 ... . .. ..... .. . . ... ..... . ........ 2�O 50 N/A i 5�00 5.6b 011 265 5000300' ­i - � 1-1-lid'..." 4aL 200niA General be ordered el30-0. ith#21rn,sl� LLC3 Ninignalmodule WRO Pdemountd TLRD7 Twisti-od, ii3l Single Block, RPA Customer specified RAL Spec! y a galvanized All non-structural fasteners are galvanized or zinc -plated carbon steel or stainless steel. 6.7 16 2�6 65 4,00 1 4�00 .. .................... .. .... .. .. . .... ... . . -----_-_ -_ - - - 0 2�O 50 0 5' i 50OQ300 47 i 15 N/A NIA 1 5�O < b 267 i I 0101-11-1,111 1 5,00 7 380 50OW300 1 i 48LEDs 900 900mA CW-GZ Coo[White (Seo accesso'ke) a-90 Formed teh9o, LLC4 IntegraIncodulb, Rii,epteds 7on'5 FP2 Double Round role Adapter optional coknorRAL to Z '0­0 I14, 30,-0- ---------- 100 5.00 5,00 50OW300 267 .. ....... .. ---- -------- --------- MEP ENGINEER 3.2 9.0 225 6,00 6,00 7 520 60OW300 5 330 ...... .. (3 modules) TA 5000K 70CRI a-270 Rotated with #4 (208,240,480VAQ7 (ex: RAL7024) Finish - Standard finishes are either Galvanized (GV) or Finish Pairited (FP), 19�0­ 475 330 9.0 1 13,2 6.00 I7 620 60OW300 STAENGL ENGINEERING ;00. Ii'7' 1050niA GEIII,natiOn 2 SF jfgbl270' TLRPC FP3 CarindranDoulbre (nnitoY-39' CC Custom color Additional finish options including Finish Paint over Galvanizing (FPGV) or ,,, ) 0 , :r 159 CROZET AVENUE, SUITE A 4 - ------ - VV,3 - __-----_--------- - - --- - - -N/A ; r2A 1200niA Type 4 DynaDharnerzAirtorcritti: Profile Diming Rccientarcievif (Mictsupply lot chip Iany of the V-PRO Finish Coating Systems are available upon request. See Full Base Cover ISlIpFitler i 7 PROZET, VA 22932 180 3.0 75 6.00 6,00 7 605 60OW400 ----- ------------------- - --- - - ...... ... ......... ............... . ..... ON to 2 Vi' CS50 SafelY50% Surge Pfotec forrecluried IQWaq@-- (Standard) the product ordering code for color options. i, 75 N/A N/A 6.00 6,00 605 60OW400 I4.0 I 7 4 Type 4 I Maximurn EPA (Effective ProjeGLed Area) and,eight values are tiased on side mounted fixtures only. Consult factory on loding critcura for pole, top 64L 900 G D onon) (101,A stands factory quote) -----------_---- ---------- - ---------­----------- M-imum EPA( ffe jl�e Protect ad Area) and a!ucs are bsean side mounted fixtures only. Consult factory on 1 zrading criteria for top E of /434.295.8105 4-90 Rotated mounted luminaires andlor brackets. Variations front sizes above are available upon inclupy at the factory, Satisfactory performance of poles is 6 4 LEDs 900mA WS lid0o' CMSO Nedrin 50% SIdeShield' Design Criteria - Please reference Design Criteria Specification for appropriate pole mounted luminaires and/or braclaorls. Vanarons from sizes above are available upon inquiry at the factory, Satisfactory performance Qfpole.s is us panda, t upon the per- being properly musche to a supporting foundation of 2. Strocium ight is a nominal value which includes the pole shatt and cnly� 3, Bered-botoer will have reduced thickness due to in. noid-acorking process. However, the meeits or excedds, the. strucural apacity of id Modules) ]A 1050rics, Wait mount with 'refece 4-270 related rigin270, " CE50 Econoric,50% Dinmetur,91hours, design conditions. ependentuponth.p is being property aItached to a supporting foundaran of adequate design, 2� In Structurci cight is a no inal valueonich < ncludes the pule sh3ft and base role only. 3. Beired-boltain will have reduced thickness due to process- However, the b.11ed-botforn meet, etc,eeds use structral capacity of OWNER'S REPRESENTATIVE DEVELOPMENT COMPANY the original In addition the rounded section provides better fatigue eiconduit cuentry DA50 Ali Night 50% the original square section. In addition, the rounded setion poides better 4 r, .. ......... 51 you . . . ..... D 0011 01"I", I 1, , I—— C C RAM SIN "Yori3w CSBO Saftry 30% P FBC AB FBC Full Base Gove -3oll Orientartioril GV Gaivani�ifd GV Galvanized 2�1= Full Base Cove, I�11C D I = (1) Drilling @ 27(r` BK Black AB Without Anchor ch.... D2 = (2) Drillings @ 90'& 270' ­­OPTIONAL� OB Dairk Bronze 2T Square Dart Cover Bolts Rkn.firsan AFR AFR-90 ArteRantRow, Rotated left 90' CM3OMr,dian30% CE30 DA30 All Night 30',',, Dart Square - 2T (Optional) 11 D1 FP FB( AB Drill Mourri tion) GV � Geavairved 7FrL 11TBa itnta B With Anchor Bolt 2 0 FP = Finishl"ainted G V oAS W hot it Anchor Di = (1) inc BK - �A D2 = (2) 90'& 270' DB - Dirk F Bolt's D4 (4) T, 90% & 27T FPGV = inish varru Ni �MediumBropze WH � White D5 = (2) Drilfinqs @ I 80'& 270' over Galvanizing AFR-270 QPTI0NAt­-­ FpQV7F WH = White �rdlirigs D6 Drilings@ &T, I&Y, &770' LG = Light Gray lystern Rotated right D5 (2) Cc� 180* & 270' over Ga"Jainzin _q LG = Ught Gray = (3) VP30 = V-PRO:� 30 CS = Bronze T' D Tenon Mounting VP2 = IV " 32 System Dark 270 D; (3) Dlings@90% VP30 = V-PRO:, 0 3 iusur CB,- Bronze -PRO DG = Green P2 = 2.38" OD x 4" tenon VP53 = V-PRO:1 63 System ST = Sandstone Tenon Mounting VP32 = V-PRO:I 32 Sys�emr IDo - Dark Green P2 2.38" OD x 4" tenon VP53 � IV -PRO v 63 System ST Sandstone 1. Awur�blv only on 120, ZO8, 240, an 277iot UNV) 8, ECF-IMRI vqtupped with ho,singwrien 13 Awnt,iuls only on120V and 277V P4 = 4,00" 00 x 6" tenon IVP64 = V-PRO 1 54 Sy,t,,, HTG= Hunter Green P5 = 2.88" GD x 4" tenon SG Slat- Grey 2. SpedfyVcirage is HVIJ i347-48OV) 14, Not available Ivith OCC, IMR13, IMR17, SW, LLC and CSICM/CE/DA 3, Not 347 a, 480-1tati. 9, M-un, to 4" P4 4,00" OD x 6" tenon VP64 --'V-PRO', 64 System teGrount IVP57 = V-PRC- 57 Systorn P6 = 2�88" OD x 5" tenon SL Silver VP11 00 � IV -PRO, 1 00 Sysuen P7 - 2,38" QD x 5" tenon SC - Special Color � V-FRCr- 105 Syslien a rounpelewch 4� Typ- 5W -piu, er15 ILRDS17 avaaewith LLC, P(:B,TLRPC ., DCC, 5 DO isneepurnad for LLCR. Diromine (endssue,uppli,cl thnongriba,kf 10, NctavmIab[­fthSFondW5. RPAip­rdedwAhbhs,:k Icriteria *Consult factory on loading 5 2.88" OD vloi 11-e 4" torten P6 2.88' OD X 5:: tone RO 1 57 System 16G Sl , ate Grey "`­ - liver n P7 2.38" OD xx 5 tenon VP100 � V-PO, 100 Ic Color P9 = Special Size (Specify) IVP105 Must be ordered sepair.uly (See page) Dimming will nor he connected to NEPAA receptacle if ordering with for pole top mounted P9 Special Size (Speci VP105=PRC fy) Other Options TBD 6 DCC and LLC2/3/4 notavarable with any other onno-ols 11, Unifted to smaxin,urn of 45 degrees aiming abovshcorzontat DO, CSICMICE/DA, IMRI and IMRO, 7, TO not ... 12, Slivepli luminaires andfor brackets. Other Options PC = Pole Cap 1141113, IMR17 -d SW-IMRO oonPC Pole Cap TBD PL = Plain Top (No Cap) FCF-S_EcbFrrn_ar.._sn­rat[ 03/18 p.g.loff) S.CONI ,;�'�ONTSTRIJCTURE, MONTSTRUCTURES,COM ONTSTRUGTURES.0010 Description ECF-S_32L-1A-NW-.G2-AR-SW-UNV TYPE: Description DS33040OQ250DI FPFBCAB TYPE: Description - DS33040OQ25OD1 FP*FBCAB TYPE: Description ECF-S-32L-1A-NW-G2-AR-3- V-HIS TYPE: Project Name: BELVEDERE SENIOR CENTER Notes- nion Project Name: BELVEDERE SENIOR. CENTER Notes: Project Name: BELVEDERE SENIOR CENTER Notes: Project Name: BELVEDERE SENIOR CENTER Notes: K Old Doinion !�d 0, I d, D inion 0M cr) va mon ImontV Z ........ . . PHILIPS STPUCTURES STRUCTURES PHILIPS IJob > Name: GARDCO Client Narre: Job Name: — ------ ---- -- — ---------------------- Client - - - - ----------------- - ---- GARDCOState: C/) Created By: Date: Job Location - City: job Location - City: State: Created By: Date: Product DS330 -- - ------- Customer Approval: Data:— '30 Product:- 2S3... Quote: --- ------------- ---- Customer Approval: Date: 0 I'A . . ...... .......... .. ..... .... Anchor Base Detail 180' ..... ..... ---- -- ... ..... . ...... . ... ...... ­-------­------ - ------- Tenon Top* . ..... Bolt Slots/Holes Sly Bolt Circle .......... ......................... ........... x C us The pole shaft is fabricated from hot rolled welded steel tubing of Pole Shaft one-piece construction with a minimum yield strength of 55 KSL 8.50 0.50 1 8.25 i0.875 0.75 x 17.00 x 3 00 7 90' . ......... ------------ Ily P -- ----- - ----- ........... Qty: Ius C Pole Top - A removable pole cap is provided for poles receiving drilling patterns for side -mount lurninaire arm assemblies, For top mount luminaire 0.75 x 17.00 x 3.001 3.75 5�00 1 7 11�OWI,00' 11�00 1,000 I0.25 and/or bracket consult the factory. Consult the luminaire manufacturer for 000� SUE DATE The Philips Ciardco EcoForm Gen-2 cornbines economy with performance in an LED Pole Cap - Plastic correct tenon size or drill pattern. Other pole top options include pole cap only 0'- Handholis The Phitips Gardco EcoForm Gen-2 combines economy with performance in an LED SP 7/17/18 area urmna ire. Capabte of del.ivering up to 26,400 lumens or more in a compact, Low profile LED turninaire, Ecolzorni offers a new level of customer value, EccForm (PC) or plain top (PL) which is typical when the pole top diameter matches the necessary slip fit dimensions, . ...... ..... . . ............ ...... .. ...... ...... 10 ICOUNTY area turninaire. Capable of delivering up to 26,400 lurnens or more in a compact, low profile LED tut -ninaire, EcoForm offers a new level Of customer vatue, EcoFonn features an innovative fetrofit arm kit, simpiffying site conversions to LED by eliminating the need to drill. additional holes in most existing poles. Integral controt systenns avaitabte for further energy savings. Handhole - A reinforced handhole with grounding provision is provided at V-6" from the base end of the pole assembly. Each handhole includes an features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill. additional. holes in most existing poles. Integral control systenns avaitable for further energy savings, REV1 8/13/18 easy to install, self-contained Swing Latch handhole cover assembly. U.S. Cross Section Patent Swing Latch cover is fabricated from durable polycarbonate/ABS 9/21/18 Ordering guide exampte� ECF-5-64L-900- NW-G2-AR-5-120- HIS- MGY Ii blend plastic. All pole asserriblies are provided with a 2.50" x 5,00" rectangular handhole. Handhole dimensions are nominal. pd br­j�:,I� 12'-O" 24A 610 1 18,8 470 14,8 370 4.00 go 4000120 ............. ........... ..... . .... ................ ......... - --------- Ordering guide exampte: ECF-S-64L-900-NW-G2--AR-5-120-HIS-MGY Number Drive LED Color - Drive LED Col., - Li ............ ------ 1 Electrical Lunignalre, Prefix ofLEDs Current Generation Mounting Distribution Voltage Damning controls Motionsensurig Photo -sensing Electrical Luminiflos Finish Base Cover - A two-piece full base cover fabricated from ABS plastic is 15, .8 1 295 8,9 223 4 067 115 400QI60 1 . .... . .... . .... . ...... . ......... - --- - Prefix of LEDs Current Generation mounting Distribution Voltage Dimming controls Motionsenshig Photo -sensing Finish i-_CF L E -S' L ILM-Gzj 'L R W UNV [:::: j L Soft Square provided with each pole assembly, Additional base cover options, including _2 0, I CF-S 1 NVV-G21 AIR i 1 3 U A ­NV r 1 REV 3 11/13/18 Ir 62L _�2 .. the dart square (2T) cast aluminum cover, are available upon request. Handhole Anchor Bolts - Anchor bolts conform to ASTIVI F1554 Grade 55 and are i 240 67 1 167 1 4.5 150 4.00 1 4,00 1 1 140 4000200 1 ........... ... .. ... ... ... .... .. ... ........... ... ............ .......... ........... IType 2 17 12, 235 5.00 185 50OQ200 I ................. I.I..,..'�,.�.,�,,�.,�,,�,,�Ill"".'I I 281 1 703 21A 535 1 16.2 405 5.00 5,00 7 265 50OW2 L�ILIF-Sl I L _n F is =__JI ECF-S EcoForm L 32 LEDs 530 530mA WW-G2 Warin While AR orType 2 120 120V 208 208V DO 0 -10IJ E,itemal drurning(myethisis' fMRI3 steguilitin Ka pholeconfirol Fusin 9 FI Single Bq.are Per. Adapter Ts�taros It BK Black ECF-S EcoF.Im 32L B2 LEDs 530 530mA WW-G2 WarnItNtete _AR Arm Mount Type2 i iype 120 120V 208 20try DO 0-10VIorternal dimming(byetheril iMR13 PCE pbstocor,40i F.shrri Sq.-P.I. Textured ....... ... . ateandafeac (2 modules 700 3000K, 70CRI (stand r 240 240V DCC DualCucubContral" #31eni,2 Button"i (120.277,347VAC)2 includedin WH Wne CY "L" ateandarea, 2 integuilwith FI Single Adapter Black REV small 700mA TA 1111 in Generation 2 2-90 Folehid left 901 2-270 Rotates right 271D 277 277V 347 34 V 7 480 480V FAWS Pleld Adjusfabl�" SW Interfactrittodule LMRf7 rarilcil with lt7lrrts� TLRD5 Fwfst Lo,k Rcceptade F2 Double 006,240,4801JAC)2 standard pro duct T9 BZ Bronze DGY Dark Gray MGY Medium Gray provided with two hex nuts and two flat washers. Bolts have an bend on one end and are galvanized a minimum of 12" on the threaded end. 4 .Oigr:,�', �A 8 �S 245 . ........ 400 ........ (2 modules) 700 70CmA 1A 3000K,7OrRI NW-132 (standard), 2-90 Rotated [cftga, 2-270 Rinated 240 240V 277 277V 347 347V 480 480V OCC Dual Cqr.uit Control FAWS Field Adjultabh` SW Interbroarrodule folsifirwisel", 431sns5 IMR17 naerilral with Button, TLRD5 Twist Lock (120,277 347VAC)aI F2 Doub.1 (208,2 80VAC)z included in standard ptoduct I W14 V4 its h 8Z Bro Z. or 'y 0 4 12/13/18 NW-G2 Thef,01100,ing orcupong Thei'0110wing eutralWhille lotsurci5r IM 110-277V LLC2 Iltegralmoduto WRO 5 Pica pot. Mount Fusing Terminal Hardware All structural fasteners are galvanized high strength carbon steel, Ne tt White rnouptry)L, right2A) LLC2 Integrat 471efisl Receptacle MGY Med um Cray UNV 120-277V UA 4000K,70CRI Type 3 (5()/60HZ withit2lers" oinernounnut TLRD7 FPI Singte Brocf,7 Lustomerspea ed All non-structural fasteners are or zinc -plated carbon steel or 6.7 168 4.4 110 2.6 0 7 291 1.2A 4000K. 70CRI kirinMt Type 3 me oPole 5 pin Mount Fit � ... ... ... ... Customer REV 5 1/10/19 1200.A Generation 2 birooil,ed 5clouintely - - -­-­­ jjj�n 3 HVU 347-430V LLC3 Integnalmodar, motJonsenscal TwIaLock (120,277,347VAC)l RPA RAL S ecify p galvanized stainless steel. -------- -------- ------------ ------ - ­­- -T --- ------- - 1 47 150 2. 0 NIA N/A 5.00 265 500Q 1200MA 2 be ordered 13VU 347-480V LLC3 InUigralmodute �o�emounhul TLRO7 FPI Single Block' spstified RAL Specify 48L 48LEDs 900 900 A CW_G2 Coo[White 48L 48 LEDs 900 900.A CW -G2 Coolfflift- (See �_90 50/6011z) LLC4 IfitegoilmodUll (Seeaccessolies) Rsceptade 7 Pin FP2 Double r208,240,480VAC)l Round Pole Adapter optional colororRAL . i 30,-u" I(50160fur) 6.7 1 'I 67 ------- 100 5,00 I 5�00 7 380 50OW300 5elocircusly (See whIrg3lenslu LIC4 inlegurtmodu[e imitimi sensor- (SeLaccessini 5) TwIsfLock Rareptacte (120, 277,347VAC)l FP2 Double RPA n Rou Po cmd.",if 3-90 Related Ci modules) IA 5000K 70CRI accessories) wrthfi,lfen,,T� btsu`3` 9" (ex: RAL7024) Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). r 19.0 1 475 1 13�2 3�2 9.0 225 6.00 Q moduiest IA 5000K,70CRI ocoessories) eft-O' 7Pjn' (208,240.480VAQ� Adapter cc , or L GAS LINE REV. 1/28/19 Cenenatroo 2 3-270 RaLated TLRPC TwistLock FPS CanadranDouble Prit[(208,240,460VAQ On P"ley CC Custom color Additional finish options including Finish Paint over Galvanizing (FPGV) or ----- - - 00 �4, , '500 1()50mA Geriecatica-I2 3-270 Rotated withit4tene'r TLRPC FP3 Canadian Double -3.9, oustrom (ex: RAL7024) Cc C I co or 12A �up rittor MornCl OlmaDimmen: ALIt0featiC Pro le0lintrid Receptacle HIS (Must supply Color chip Full Base Cove. any of the V-PRO" Finish Coating Systems are available upon request. See --- ------- t2A Slip Fitter fight270' DynaDimmenArtommic 1.1st Lock Pull(208,240,480VAC Pifle)" (Must supply 1200ri — dRI;to21A` Type 4 ri CS�� Safety 50% pho(CCOP Surge Protection Internal f-ec.ired (Standard) the product ordering code for color options. i 40' 7.2 60OW400 180 3.0 75 NIA 1 NIA 6.00 i 6.00 i 7 1 E00mA mourit" urp HIS colcuchip 64L 900 0.0.tinnont 4Typa4 4-90 frotated (10kAssincend) - , , - - - "" Housing Side Shield' factory clurpe) . .............. ---------------- I . EPA (Effective Pr oriented Area) and .eight vuesaro bued onride Consult factory ­dmq for pairs top 64L 900 CrD,tonony 4 Type 4 4-90 Related CS50 Smet,, 50% 7 hours Surge Protection (101kA standard) Internal Housing factory quote) REV 7 4/18/19 61 LEDs (4inci 900"'A IA WS watimo.rit left 90' 4-270 Rotated CM5ONIruhan50% Dimi rg, a h SP2 Increased 2OkA Design Criteria - Please reference Design Criteria Specification for appropriate design conditions. mounted JUminaires ancLor, brackets,Aarriations from sizes above are available upon inquiry at the fartaf v Satisfactory performance, of poles is dependent up.. file polia being properly antacf-red to a supporting f—drifl.n of adequate design. 64 LEDs Imodules) 900rriA 1A WS Wall mount ieft9o, CMSO Median 5u% 1 S I P2_ Increased 2OkA SideShreid' I050mA with surface 270' CE50 loo"ory 10 4 2. Structure weight is a ricaurval value whichincludes the put,, shaft and base on4-270 1050mA with surface Refined right 3. Esiled-biott- vvill hit- r.cmued thickness due to the process. Hw-an the on the capacity of right 270 CE50 EcononiV50% REV 8 6/6/19 rest enrDA50 Type 5 Att Night 50% the ornaIn addition, the rounded conprovides belte, faligne rouduit Type PeTmitted 5 Type 5 earentry permitted 5 5 Type, DA50 Ali Night 50% Emming, SW Type 5W REV 9 6/27/19 RAM CS30 Safety 30% Dart Square - 2T RAM 5W Type SW CS30 Sahcy30% AFR (Optional) ID1 rmAFR mmuntdt" AFR-90 Auto Front Row, CM30 Median 30% CE30 Economy 30% FP C FB AB Drill Mounting la [Fac =Full Base cover �B thim) GV Galvanized IGV Galvanized mkro AFR-90 CM30 Median 30% Dimming, 3 hours' CE30 F,cronc,30% DA30 Ali rhight30% DI = (1) Drilling BK Black OPTIONAL—- -Ab VVI!TIOW Anchor 270' OPTIONAL BIB Dark Bronze l2f -Squan, Dart Cor,er Baits J Auto Front , Row, Rotated teft 90' Dimmmg,91,curs' DA30 All Night 30% AFR-270 D4 (4) 90', 180', & 270: FPGV Fini�h P.11IR NIB Medium' ----------- - WH White AFR-270 AuteF,o,,.tR,w lh.tatedniiiht aID6 D5 = (2) Driffings re 180'& 270* Galvanizing LG Light Gray = (3) Ditlngs@9Y, VR30 V-PRO11 30 Systern cB Avt.FI.T1tRrw, Rotated,ight < LIGHTING CUT Tenon Mounting VP32 - V-PRO'; U System OG Dark Green P2 = 2.38" OD x 4" tenon VP53 � V-PRO" 53 System ST Saindbtotce PIT 4.00" OD x 6" tenon VP54 � V-PRO" 64 System HTG� Hunter Green SHEET I Available only on 17,0 208,240, and 277 (of UNV) ECF-IMIRI equipped 0 wen13. Availaruu only on 120V and 277Y voltagets NVU (347-4wo 14. with DCC, IMR13, IMR17, SW. LLC and CS/CMi 1. Available only no, TZO, 20a, 240, and 277 (or Urnir 6, ECF- I M R I eq u loop d wid, sm,sQf h 0 ub who IT 13, Avaita rile 1hy on 120it,ind 277V 2 Spe ify Voltage 3 N-ac, ro1�1a,Ith347.,4aOvc,lta9v tDinaDjunmer) 4. HIS tsvIabt.withTyp.5.r5W.plrcs 15� TLRD5/7 option not available with LLC, PCH, TLRPC or DCC, I *Consult factory on loading P5 2.88" OD x 4" tenon V1111 � V-PRO­ �7 Sytern fate Gray S G P6 2�88` 0D,(5` terion 2, SI-IfyVeltage v.1tog. is HVU (347-4 80 V) 14, Not with OCC, IMR13, IMR17, SW, LLC and CS/CM/Cc/DA 3. Not -Hadri,110347o,480 voltage 9. Mcmnt� to a 4" puts for (Dynidnourre,r 4. HIS with TVP.S o,5Wc,pocs -ii45',Wotk�witli3or5piiiNF.MAp�otocetl/,J�mmirig 5 required far LLCR. Dirnminghurds are supplied 041009h backer lu� Not available wiuh SF and WS, RPAri provided with black Maxamilugan, Dimming wilt not be connected to NEMA receptode it ordering with criteria for top mounted P7 2�38` OD, � non VPl(y0=V­PRO­ � Y to oODr, VP105=11-PRO-1058y6tem is. TLRD5/7 option not available with LLC, PC8,TLRPC or DCC, 5, Dimming Ii,.05meourpli.cl through racket 10, Not avolablevvith SF ond WS. RPAs provided Witt) black Max aiming angle 45'. Works with 3 or 5 pin Nr,AA photea,lildimming 6/6/2019 luminaile.Mustb ordered isparately (See page) finish standard 11. DD, CS/CM/CEJOA, IMRI and IMRO� pole P9 Special Size (Specify) ---- tominsirs. Must be ordered separately (See accessories pagr� finish standard Dimming wilt not be connected to NEMA receptacle if ordering with W o in I roo i s not a val I so to widtri"a'cv$oat h`e ri u�`ort ro, t o ation s w I th 7 Tlinotavallab i 31 ,he in in DCC S tiPC luminaires and/or brackets. Other Options 6 DCC and U,Q/3/4 cut avaawith any oer11, OD,CS1CM/CVDAAMRIohdlMRp, 7. TO not available with DCC )2. SW option is not avajubts with any = Pole Cap other control options with flie exception of IMR13. IMR17 and SW-IMPO motion response options EcF5_EcoForm_arca_smaI1 03/n8 pagelof9 PL = Plain Top (No Cap) ECF-S.-EcisForm-areasmatt 03/18 pagelof9 a kUMQNTSTR1JGTUFiES_C0Arl L 0NTSfRlJCTUFiES,,C0M Elm= E2mO3 'A' i Project dame: BELVEDERE SENIOR CENTER It'Dominion Notes: 1 Job Name: —___ Client Name: Job Location - City: State: Created By: Date: Product-D.S330 Quota: Customer A roval:..___ _-_ .- ------ Description , P53:3040U(4250131 FF'I-8GAL3 I{ Project Name: BELVEIDERE SENIOR CENTER Notes: Pole Shaft Shaft The pole shaft is fabricated from hot rolled welded steel tubing of one-piece construction with a minimum yield strength of 55 KSI, Pole Top - A removable pole cap is provided for poles receiving drilling patterns for side -mount luminaire arm assemblies. For top mount luminaire andlor bracket consult the factory. Consult the luminaire manufacturer for correct tenors size or drill pattern. Other pole top options include pole cap only (PC) or plain top (PL) Which is typical when the pole top diameter matches the necessary slip fit dimensions. Harldhole -- A reinforced handhole with grounding provision is provided at V-6" from the base and of the pole assembly. Each handhole includes an easy to install, self-contained Swing Latch handhole cover assembly. U.S. Patent Staring Latch cover is fabricated from durable polycarbonate/ABS blend plastic. All pale assemblies are provided with a 2,50" x 5,00" rectangular handhole. Flandhole dimensions are nominal. Base Over - A two-piece full base cover fabricated from ABS plastic is provided with each pole assembly. Additional base cover options, including the dart square (2T) cast aluminum cover, are available upon request. Anchor Bolts - Anchor bolts conform to ASTNi F1554 Grade 55 and are provided with two hex nuts and two flat washers. Bolts have an "L' bend on one end and are galvanized a minirrlum of 12" on the threaded end. Hardware - All structural fasteners are galvanized high strength carbon steel. All non-structural fasteners are galvanized or zinc -plated carbon steel or stainless steel. Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). Additional finish options including Finish Paint over Galvanizing (FPGV) or p g any of the V-PRO" Finish Coating Systems are available upon request. See the product ordering code for color options. Design Criteria - Please reference Design Criteria Specification for appropriate design conditions. 'Consult factory on loading criteria for pale top mounted luminaires and/or brackets. p V'ALrvt€3t+li :fAiC3l1 i`RI Sr ,li*lC. ,2AEiU# ,1 t.4 1i:R.EE'r t Bt3 4 S 8 -; jiAt,t.'el , 68004 USA 6o0.8z5 10 i S3 � ; aaarie ���e4 PaS`i' '.ob Name: --- —_-- -- Client name:__ -- lob Location - City: state: __ Created By: Date: rcduot :DS33Q Quote: CUSIO n rRppro vat: __-__ Date: Anchor Base Detail 180° 90° 0' - Handhole Slots/Holes Circle " fi3`' E 95ti 5 i 1U9I N1 A ii [SIR iJi} 124 31ti ', . 7 6 zt 00 40'-0" i 2 180 3 0 75 N/A NIA 6.00 _.___ ._ _._._._. __._ ___-._ 1, bt minurn EPA (Effective Projected Area) and weight values are based on side moue fed (}0 ( Y 440 5UQ.VVU5' t 5 0 600VV350 6.00 7 605 60OW400 _.__ ___ ,.-__ --- ..--. ilxtures only. Cons,ait factors on loacing criteria for pole top , mounted luminaires and,'or brackets. 'Vanations from sizes above are avaitable upon mitniry at the factory. Satisfactory pexfom�ance of poles is dependent upon the pole being properly attached to a supporting ioundaiion uI adequate design. - 2. Structure weight is a nominal value which includes the pole shaft and base plate only, 3. Belied -bottom will have. reduced thickness due to the co€d-working process. llcrwever, 7e8 belled-hottorn mees or exceeds the s(m tural capacity of the original -square section. In addition, the rounded seo^tition provides tetra, fatigue resistance. DS330 D1 • FP FBC AB I ,' seEe�t cones[ c»s qn-m.+, 4rttf M"I"Iting ise. Orienfationj GV = Gatvanizeti GV =Galvanized FBC = Full Base Cover AB = With Anchor 8o!t s ' am nn: t A one Dt = 1 Drilling t7i 270° 1 FP = Finish Painted BK = Slack i -----UPHONAL----- LAB = Without Anchor DiEra Chat 02 = (2) Drillings @ 90' & 2,70' .,.-,f,}pTfgygL.,„.. DB _Dark Bronze i 2T = Square Cart rover Bolts 04 = (4) Otulings @ Qr 90'. 40' & 2701 FPGV = Fin=sh Paint MB = Medium Bronze D5 = 2 Drillincs 180' & 270° (} ° over �.aivar:izing G WH = White LG = f.Ight Gray i DG = (3) Dmarxgs @9?,180",&27i1 \'P3o = V-ppa, at, System 1 rE =Bronze Tenon Mounting VP32 = V-PRO ^ 32 Systerrl i DG = Dark Greer � P2 = 2.38" OD x 4" tenon VP53 = V-PRO'^ 53 System S"r = Sandstone P4 = 4,00" OD x a" tenon VP:34 = V-PR(P 64 System l!TG= Hunter Green P5 = 2.8a" OD x 4" tenon VP57 = V-PRO"' 67 System SG = Slate Gray y - P6 - 28£3" OD x 5" tenon P7 = 2.38" OD x 5" tenon a'P1f7t} = V•PRO" 10e System = i SL Silver SC = 5pecld! Cato, , C'9 = Special Size (Specify) dP1a5 :v PRE" 105 sys Tin — f Other Options .F PC=PoleCap BD PL, = Plain Top (No Cap) iNTSTR.t.JCTURES.COtvt Description : 5.23-000101-25 TYPE: ' Project Name: SEL1lEDERE SENIOR CENTER ETA j o Mir"liorl, Notes: Architectural and landscape forward throw asymmetric LED spotlight with solid white light eW Burst Powercore gen2, Forward Throw Asymmetric is a high output, exterior rated LED luminaire designed for accent and site lighting. eW Burst Powercore gen2, FTA provides uniform-i lighting across large surfaces and increases application efficiency by directing more light on a specific target, Architectural and Landscape versions deliver high -quality white light output in a warm 2700 K and a neutral 4000 K to support a range of uplighting, floodlighting, and decorative lighting applications. Uniform illumination—eW Burst Powercore gen2, FTA delivers a uniformity ratio of 3,8:1 on a 6.1 m (20 ft) wall with a 1 m (3 ft) setback. Precise control of light—Asyrnrnetric optic design provides precise control of light and delivers more illumination with higher uniformity at a lower power than comparable fluorescent asymmetric reflector solutions. Design flexibility—eW Burst Powercore gen2, FTA is designed to adapt to its surroundings regardless of the wall height, setback: or spacing of an installation. Expands custornizatlon with a wide range of new accessory options. Four housing color choices (black, gray,',rdhite, and bronze) --plus the option to add a trim ring or a half glare shield —create new aesthetic possibilities for designers and architects. are: FiCrn i<lame: Project: Complies with AST€7 B117 corrosion resistance standard for 1,500 hours and ANSI C136.31-2010 standard with a 3G vibration rating. • Integrates patented Powercore technology that controls power output to luminaires directly from line voltage - rapidly, efficiently, and accurately. The Color Kinetics Data Enabler Pro merges line voltage with control data and delivers them to luminaires over a single standard cable, dramatically simplifying installation and lowering total system cost. . Improves durability with new flat lens that prevents water from pooling into the luminaire, keeping the LEDs protected and secure over the course of a lurrlinaire's lifetime. • Universal power input range of 100 to 277 VAC Precision Dimming --Smooth dimming down to 1 % with optional Data Enabler Pro and digital control interface. Optional ELV dimming versions available as custom configurations. For detailed product information, please refer to the eW Burst Powercore gen2, FTA Product Guide at www.colorkinetics.corn/ globa€/products/essentialwh ite/env-burst-powercor e-gen2-fta/ COLORKINETICS Eiescription . SZj-Ut)U1ti1-;G5 Project Name: BELVEDERE SENIOR CENTER a 010 DCMetes: �ul 1 ilnalre and Ac ceJJitrteJ Use ltern NumUer �vYien o, G'eri; gi'1 M1;crt. Flit er"iCa Lummaire ...._. _......._._. _ ...._......__ ._____.... ____......... .............- .. ..... -.. It cr lumber ._.. __ it r D aC eW BurSt Powercore gen2, FTA 3000 K, Gray Housing, Architecture! ..... _ ....... 523 000101-25 _ ........ ......_.__.__.__..... 912400135d22 Accessories Trim hln lieu .......... 1_O [ Jla9-20 .......... 912400135449 Half Glare Shield, Gra r� 120-rJ00189-24 912400135 '3 ,ti1ountngArm hors Gray ............... 120 000201-03 9i 0-01 S34 MourCln Arm M dltit n, Gr y ......._., 12fl O50J_01 04 ....,...... .,-Z2 912,1001345844 Nlountin m , Long, Gray - _ m _ 7_0 000201-05 91 '.40013`,o4S V'•IirWas t o�npartrnent, 4 in d;arreier Gr y CE _-- 06 000011-42 910503703277 Wnn cornpartmCni 1 in oar er Cr Y U[ .......... ...........i_........ _ 106 00t 011 32 g10503704149 ------- Power Supplies _—____.____ ._____.._. _ ___ _ Data Ena6(er Pro, 31�". it1 !'(!2 in DdPT (U.S. trade si 1 c_o...... _—. ;06-t]00004-OG 9 i 0503701210 Data Enabler Pro, PG21/PG'13 (metric size conduit) 106 000004-01 9101;03701711 ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET HARLOTTESVILLE, VA 22902 4 4.295.193E ENIOR CENTER DESIGN CONSULTANT ILIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 13.444.4877 NDSCAPE ARCHITECT 701 P AY DESIGN ASSOCIATES 012 WI MER LD E PL CHARLOTTESVILLE, VA 22901 434.242.7642 IVIL ENGINEER MMONS GROUP 6 8 PRESTON AVE, SUITE 200 HARLOTTESVILLF, VA 22903 434.327.1688 STRUCTURAL ENGINEER MWPV 1 0 THIRD STREET NE ARLOTTESVILLE, VA 22902 4.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A ROZET, VA 22932 4 4.295.8105 �WNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434, 972.7764 co CD 0) Cal Cal LU U) LL I r_ J Lr' ISSUE DATE COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21 /18 REV 3 'I 1 /13116 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 REV 7 4/18/19 REV 8 6/6/19 REV 9 6/27119 LIGHTING CUT SHEET 6/6/2019