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HomeMy WebLinkAboutSDP201800030 Letter of Revision Letter of Revision 2 2020-02-11 46EA -41110, .,cam COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 February 11,2020 Craig Kotarski 608 Preston Ave. Charlottesville,VA 22903 craig.kotarski(Wtimmons.com RE: LOR#2 for SDP201800030 The Center at Belvedere Final Site Plan,Tax Map/Parcel#06100-00-00-15400 • Dear Mr. Kotarski, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plan and letter dated 2-5-2020. The requested changes are shown on the attached graphics (twenty-seven revised sheets from the site plan). There are no other changes to the approved plan proposed. Only items listed in the letter that are also listed and clouded on the site plan sheets have been approved. • This is the Second(2nd) Letter of Revision for this site. Three(3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, -1V17k/-5 Paty Saternye Senior Planner (434)296-5832 Ext 3250 • Attachments: Letter of Request Site Plan Changes(twenty-seven sheets) CC: Senior Center Incorporated � Ai •r • 608 n Avenue TIMMONS GROUP Suite 200 F 434.295.8317 YOUR VISION ACHIEVED THROUGH OURS. Charlottesville,VA 22903 www.timmons.com _ February 5, 2020 County of Albemarle Ms. Paty Saternye—Senior Planner Department of Community Development 401 McIntire Road Charlottesville,VA 22902 RE: The Center at Belvedere SDP-2018-30 Letter of Revision#2 Dear Ms. Saternye: The following is a summary of changes reflected in the Letter of Revision submission: • Sheet C1.0:Three notes have been added to the"General Notes."Note#34 states that all retaining walls greater than 3'tall require a building permit, all walls exceeding 4'require a stamped engineered design, and all walls require inspections. Note#35 states that all water, sewer,and fire lines from the main to the structure must have a visual inspection performed by the building department. Note#36 states that all roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Sheet C4.0:The location of the water meter vault and irrigation meter near the entrance of the building have been switched. The proposed water meter has been relocated about 12.8'east and the proposed irrigation meter has been relocated about 17.4'west.The detectable warning strips between the parking lot and the building entrance have been revised to only be located at the crosswalks. Center at Belvedere signs have been added near each entrance of the parking lot. The retaining walls located at the southern end of the gravel fire access road have been widened and the guard rail along the retaining walls has been moved inward,farther away from the retaining walls. Two removable bollards and a Knox Lock have been added at the entrance of the gravel fire access road. Finally, a 2'wall has been added along the sidewalk south of the building. • Sheet C5.0: Grading near the east end of the gravel road has been slightly revised. Grading near storm structure 108 on the northeastern side of the parking lot has been slightly revised to create a low point leading to storm structure 108. Grading has been revised accordingly near the proposed 2'wall to tie into the existing grade on the side of the wall closest to the road. • Sheet C5.1: The spot elevations at the top and bottom of the retaining walls at the end of the gravel road have been revised according to the proposed grading revisions surrounding the walls. A spot elevation at structure 108 has been called out,as well. • Sheet L1.00:The planting(3)Betula nigra near the sidewalk at the main parking lot island has shifted.The planting configuration on the south and southwest of the building has been revised to allow for utilities and easement locations. Plantings near the northern entrance of the parking lot has been revised due to utility and easement locations as well as visual clarity in order to see the entry sign. Near the southern entrance of the parking lot,the number of caryopteris has been reduced and the planting of(1)Acer freemanii has shifted. A label for(3)London Planetrees has been revised to call out only one tree. (1)Quercus phellos located near the entrance of the loading dock has been relocated to be 10'from the water main. • Sheet L1.01: (1)Tilia and(2)Prunus have been added back along the sidewalk near the southern part of the building and the road. One Prunus has been added down the street to help soften the loading dock area. Evergreen trees are still included in this area,also to help soften the loading dock,just reduced in number because of utility conflicts. The species of Prunus has been changed to Prunus incisa x campanulata. • Sheet L1.02:The planting schedule and Landscape calculations have been updated according to the changes made on sheet L1.00 and L1.01. The reduction in the number of Caryopteris does not impact the landscaping calculations. • Sheet E1.00:The light pole located near the fire hydrant has been relocated 5'from the fire hydrant. If you have any questions or comments, please feel free to give me a call at 434.327.1688. Sincerely, Craig Kotarski, P.E. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES SITE DATA: TAX MAP PARCEL AND OWNER INFO: TOTAL SITE AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: LIMITS OF DISTURBANCE: SOURCE OF SURVEY: 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: AREA TABULATIONS: COMP. PLAN LAND USE DESIGNATION: ZONING: OVERLAY DISTRICTS: ZMA'S RELATED TO PROFFERS BLOCK 1 BUILDING T&41; r5:1MT1:9? IkT R1=1 v1;n1=Di: PARCEL 06100-00-00-15400 SENIOR CENTER INCORPORATED D.B. 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 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 MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) NMD (NEIGHBORHOOD MODEL DISTRICT) AIRPORT IMPACT AREA - AIA STEEP SLOPES - MANAGED STEEP SLOPES -PRESERVED 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 I (43,240 SF) PARKING REQUIRED: 3.2 SPACES/1,000SF X 43,240SF = 139 SPACES PARKING PROVIDED: 233 SPACES PHASE I & II (43,240SF + 16,760SF = 60,OOOSF) PARKING REQUIRED: 3.2 SPACES/1000SF X 60,000SF = 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. FINAL b"'ITE a r (. 1 I a , 7 t i Iff A Uo"" U'l"N'l TLT V I - ,FIL M A Ar ArIt L.A Am' L BE ';ti I r 1 r"A' I L E C1\ Sheet Number Sheet Title CO.O COVER CO.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 C5.1 GRADING SPOTS SHOTS C6.0 STORMWATER SUMMARY PLAN C6.2 PIPE AND INLET CALCULATIONS C7.0 PROFILES C7.1 PROFILES C7.2 SIGHT DISTANCE PROFILES L1.00 SITE PLANTING L1.01 SITE PLANTING L1.02 DETAILS E1.00 PHOTOMETRIC PLAN E2.00 LIGHTING CUTSHEETS E2.01 LIGHTING CUTSHEETS E2.02 LIGHTING CUTSHEETS E2.03 LIGHTING CUTSHEETS E2.04 LIGHTING CUTSHEETS NUMBER O�^F-SHEETS= 27 SDP2018-30 LETTER OF REVISION 2 SUMMARY OF REVISIONS NOTES & DETAILS: 1. A NOTE HAS BEEN ADDED TO THE GENERAL NOTES STATING THAT ALL RETAINING WALLS OVER 3 FT WILL REQUIRE A BUILDING PERMIT. 2. A NOTE HAS BEEN ADDED TO THE GENERAL NOTES STATING THAT ALL WATER, SEWER, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 1 A NOTE HAS BEEN ADDED TO THE GENERAL NOTES STATING THAT ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. LAYOUT PLAN: 1. THE WATER METER VAULT AND IRRIGATION METER LOCATIONS HAVE BEEN SLIGHTLY REVISED. 2. THE DETECTABLE WARNING STRIPS ALONG THE ENTRANCE OF THE BUILDING HAVE BEEN REVISED TO BE ONLY LOCATED AT THE CROSSWALKS. 3. SIGNS HAVE BEEN ADDED NEAR EACH ENTRANCE OF THE PARKING LOT. A NOTE STATING THAT BUSINESS SIGNAGE IS NOT APPROVED WITH THIS SITE PLAN HAS BEEN ADDED. 4. THE RETAINING WALLS AND GUARDRAIL LOCATED AT THE EASTERN END OF THE GRAVEL ROAD HAVE BEEN REVISED. 5. REMOVABLE BOLLARDS AND KNOX LOCK HAVE BEEN ADDED AT THE ENTRANCE OF THE GRAVEL FIRE ACCESS ROAD. 6. A 2' WALL HAS BEEN ADDED ALONG THE SIDEWALK SOUTH OF THE BUILDING. GRADING AND DRAINAGE: r 1. GRADING NEAR THE EAST END OF THE GRAVEL FIRE ACCESS ROAD, HAS BEEN REVISED. 2. THE ELEVATIONS OF THE TOP AND BOTTOM OF THE RETAINING WALLS LOCATED AT THE END OF THE GRAVEL FIRE ACCESS ROAD HAVE BEEN REVISED ACCORDINGLY. 3. GRADING NEAR STORM STRUCTURE 108 HAS BEEN ALTERED TO CREATE A LOW POINT LEADING TO STORM STRUCTURE 108. 4. GRADING HAS BEEN REVISED ACCORDINGLY NEAR THE PROPOSED 2' WALL TO TIE INTO EXISTING GRADE ON THE SIDE OF THE WALL CLOSEST TO THE ROAD. LANDSCAPE PLAN.- 1. THE PLANTING OF (1) ACER FREEMANII AND (3) BETULA NIGRA NEARf THE SIDEWALK CHANGE AT THE MAIN PARKING LOT ISLAND HAS SHIFTED. THE PLANTING AREA CHANGES ARE NOTED IN THE TABLE ON L1.02 AND CLOUDED ON L1.00. 2. THE PLANTING CONFIGURATION SHOWN ON 1/L1.01 HAS REVISED TO ALLOW FOR UTILITIES AND EASEMENTS LOCATIONS. WE ALSO ARE ALLOWING FOR VISUAL CLARITY TO SEE THE ENTRY SIGN. IN REVISION WE HAVE ADDED BACK (1) TILIA AND (2) PRUNUS ALONG THE SIDEWALK. WE HAVE MOVED ONE PRUNUS DOWN THE STREET TO HELP SOFTEN THE LOADING DOCK AREA. EVERGREEN TREES ARE STILL INCLUDED IN THIS AREA, ALSO TO HELP SOFTEN THE LOADING DOCK, JUST REDUCED IN NUMBER B/C OF UTILITY CONFLICTS. 3. THE SPECIES OF PRUNUS HAS CHANGED TO PRUNUS INCISA X CAMPANULATA. THESE ARE CLOUDED ON ALL SHEETS AS WELL AS THE TABLE. 4. THE NUMBER OF THE CARYOPTERIS HAS BEEN REDUCED BUT THE CHANGE DOES NOT IMPACT THE LANDSCAPING CALCULATIONS. 5. A LABEL FOR (3) LONDON PLANETREES HAS BEEN REVISED TO CALL OUT ONLY ONE TREE. 6. THE QUERCUS PHELLOS NEAR THE LOADING DOCK HAS BEEN HAS BEEN RELOCATED TO BE 10' FROM THE WATER MAIN. PHOTOMETRIC PLAN: 1. THE LIGHT POLE LOCATED NEAR THE FIRE HYDRANT IN THE PARKING LOT HAS BEEN RELOCATED TO BE 5FROM THE FIRE HYDRANT. Table 1 Trip Generation Summary The Center at Belvedere Submittal Type Reviewed and Approved by the ITE WEEKDAY TRIPS ADT AM PEAK HOUR IN OUT TOTAL PM PEAK HOUR IN OUT TOTAL Community D�veI pment Department LAND USE CODE AMOUNT UNITS Date--�� C Z.0 _ File#1���U_�- P>ira��% _..��� Recreational Community Center(l) 495 43,240 S.F. 1,462 59 30 89 58 60 IM Phase 2 Slf ature �S Recreational Community Center(l) 495 16,760 S.F. 567 22 12 34 23 23 46 SOURCE: Institute of Transportation Engineers' Trip Generation Manual 9th Edition (2012) 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. SIGNATURE PANES.; 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-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 y RM �° @ -' t F 151 ^ -1k cv c\1 z ui CO u.l rr ISSUE i DATE 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 REV 10 11/8119 REV 11 1/20/20 REV 12 2/5/20 COVER 6/612019 4IU Original Proffer: '10/12/2005 Amended Proffer: (Amendment #,_} PROFFER FORM Date of Proffer Signature I Oil0/2005 ZMA # 2004-00007 Tax Map 61, Parcels 154,157,158,160,161 Tax Map 62, Parcels 2A,2B,2C,3,5, 6A Tax Map 62A3, Parcel I 206.682 Acres to be rezoned from R=4 to Neighborhood Model District (NMD With respect to the property described in rezoning application #ZMA-2004-00007 (the "ZMA"), Belvedere Station Land Trust is the fee simple owner of the following parcels: TMP 61-00-00-154 TMP 61-00-00-158 TMP 61-00-00-160 TMP 61-00-00-161 TMP 62-00-00-5 TMP 62-00-00-2C TMP 62-00-00-6A TMP 62A3-00-00-1 Belvedere Station Land Trust is the fee simple owner of a'rV2 interest, along with Charlotte G. and Jacob C. Levenson in a 5.40 acre Belvedere Road ROW associated with TMP 62-00- 00-2A, which is wholly owned in fee simple by Charlotte G. and Jacob C. Levenson Dunlora LLC is the fee simple owner of the following parcel: • TMP 61-00-00-157 Robert Hauser Homes Inc. is the fee simple owner of the following parcel: TMP 62-00-00-2I; StoneHaus Inc. and Henry Nelson Sprouse are the fee simple owners of the following parcel TMP 62-00-00-3 The foregoing parties are collectively referred to herein as the "Owner," which term shall include any successors in interest. All of the parcels listed above are referred to collectively as the "Property." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance (the ``Ordinance"), Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall features to be considered in the development of the proposed subdivision. The plan shall be approved by the County Engineer prior to final approval of the subdivision plat. The Property within the subdivision shall be graded as shown on the approved plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot grading is not consistent with the approved grading plan. The plan shall satisfy the following: (a) The plan shall ' show all proposed streets, building sites, setbacks, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the plan satisfies the requirements of this Proffer. (b) The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. (c) All proposed grading shall be shown with contour intervals not greater than two (2) feet. All concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall be designed to assure that surface drainage can provide adequate relief from the flooding of dwellings in the event a stone sewer fails. (d) Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately addressed the impacts. (e) Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed to a drainage way outside of the lots. (f) No surface drainage across a residential lot shall have more than one- half (1/2) acre of land draining to it. (g) All drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the building site. 6. Preservation of Historic Structures Sites and Archaeological Sites. 6.1 Archaeological Survey. A Phase I Archaeological Study for the Property shall be submitted by the Owner to the Director of Planning for his review and approval prior to issuance of a grading permit. An archaeological resource treatment plan shall be submitted by the Owner to, and approved by, the Director of Planning for all sites in the Phase I study that are recommended for Phase II evaluation, and/or identified as being eligible for inclusion on the National Register of Historic Places. If a Phase II study is undertaken, such a study shall be approved by the Director of Planning and a treatment plan for said sites shall be submitted to, and approved by, the Director of Planning for sites that are determined to be eligible for inclusion the National Register of Historic Places and/or those sites that require a Phase III study. If, in a Phase 11 study, a site is determined to be eligible for nomination to the National Register of historic Places and said site is to be preserved in place, the treatment plan shall include nomination of the site to the National Register of Historic Places. If a Phase III study is undertaken for said sites, such studies shall be approved by the Director of be applied to the Property if the ZMA is approved by Albemarle County. These conditions are proffered as part of the ZMA and it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. 1. Plan Exhibits. 1.1 Exhibits not in the Code of Development. The following exhibits which are not part of the General Development Plans or the Code of Development are proffered as a part of this rezoning: • Exhibit 14 Archaeological Survey Summary • Exhibit 15 Architectural Reconnaissance Survey 2. Affordable Housing. 2.1 Cash Contribution. Owner shall contribute to Albemarle County a minimum of one thousand dollars ($1,000) per single family detached dwelling unit, seven hundred fifty dollars ($750) per single family attached or townhouse unit, and five hundred dollars ($500) per multi -family condominium unit. The cash contribution shall be due and payable with each application for a building permit. This cash proffer shall not apply to Carriage House units or multi -family rental housing. This cash contribution shall be used for the purpose of funding affordable housing programs including those provided by nonprofit housing agencies within Albemarle County. If this cash contribution has not been exhausted by the County for the stated purpose within ten (10) years from the date of the last payment of the contribution, all the unexpended funds shall be refunded to the Owner. 2.2 Carriage House Units. Owner proffers to require through the lot sale contracts on the Property the construction of a minimum of 103 Carriage House Units on the Property that meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Code. Each Carriage House Unit shall conform to the Code of Development, Appendix A, Carriage House Units, General Standards. Each Carriage House Unit shall be on the same parcel as the primary dwelling unit to which it is accessory. Carriage House Units may not be subdivided from the primary residence. The subdivision restriction shall be described on the plat creating such parcels and be incorporated into each deed conveying title to such parcels. 3. Open Space and Greenways. 3.1 Open Space The Owner shall restrict from development all open space areas which are areas not shown as development parcels on the General Development Plan. In no event shall the total area of open space areas, which include the preservation areas, conservation areas, greenway (defined in 3.2 below), buffer and park areas shown on Exhibits 5A, 5B and 5C of the General Development Plan, be less than twenty-five percent (251/1o) of the total land within the Property. These areas shall be for the use and enjoyment of the residents of the Property, subject to the restrictions that may be imposed by any declaration recorded as part of a conveyance of these areas to a homeowner's association. Planning prior to land disturbance within the study area. All Phase I, Phase 1I, and Phase III studies shall meet the Virginia Department of Historic Resources' Guidelines for Preparing Archaeological Resource Management Reports and the Secretary of the Interior's Standard and Guidelines for Archaeological Documentation, as applicable, and shall be conducted under the supervision of a qualified archaeologist who meets the qualifications set forth in the Secretary of the Interior's Professional Qualification Standards. All approved treatment plans shall be incorporated into the plan of development for the site and shall be adhered to during the clearing, grading, and construction activities thereon. 6.2 Potential Artifacts. Should Phases I or lI or III studies yield objects or artifacts of- archaeological significance, these objects shall be conveyed to the Virginia Department of Historic Resources (VDHR) for long term preservation. Should Phase III fieldwork yield subsurface architectural features and artifacts related to 18a'- or early 191''-century domestic occupations at Free State, and should these sites be deemed archaeologically significant by archaeologists with the Digital Archaeological Archive of Comparative Slavery (DAACS) based at the Thomas Jefferson Foundation, these artifacts will be submitted to the archaeologists at the Thonras.Jefferson Foundation for analysis and entry into DAACS prior to being conveyed to the VDHR. The Owner will be solely responsible for conveying all artifacts analyzed by DAACS to the VDHR within thirty (30) days of receipt of such artifacts. 6.3 Roadside Markers. Upon request by the County, the Owner shall contribute up to five thousand dollars ($5,000) cash to fund the cost of creating and installing two roadside historical markers as described in section 5 of the Code of Development. If the request is not made within one (1) year from the date of approval of the first final site plan for Phase 1, this proffer shall become null arid void. If such cash contribution is not expended for the stated purpose within two (2) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. 7. Phasic and Mitigation of Impact. 7.1 Phasing, Phases of Belvedere infrastructure will be constructed sequentially beginning with Phase 1, then 2, etc. This proffer shall not restrict the Owner's ability to develop multiple phases concurrently nor shall it require file completion of all buildings and other improvements in one phase before beginning construction on the next. 7.2 Mitigation of Construction Traffic Impact. The Owner shall neither establish, nor allow to be established, ingress or egress for any vehicle, heavy equipment, or farm machinery or farm equipment to and from the Property except at the intersection of the alignment of Belvedere Boulevard and East Rio Road, as shown on Exhibit 213, and from the northern segment of Free State Road that crosses Free State Bridge, as shown on Exhibit 1, of the General Development Plan, or on any public street shown on a final subdivision plat that has been constructed and accepted by VDOT or bonded for acceptance by VDOT. For purposes of this proffer, the term "vehicle" means every device on or by which any person or property is or may be transported or drawn on a highway, except devices moved by human power or used exclusively on stationary rails or tracks, that are used in the construction on or below the Property, including all improvements placed on the property by the Owner, its contractors, subcontractors or agents. The term "heavy equipment" means self-propelled, self -powered or pull -type equipment and machinery, including 'engines, weighing five t i .' 3.2 Greenway; The Owner shall dedicate and convey to Albemarle County, upon demand by the County, a strip of land no less than one hundred (100) feet in R.ivanna River. The Owner shall dedicate right-of-way within six (6) months following width and adequate in 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 December 31, 2025. The County must accept the dedication within twelve (12) months wide pedestrian trail along the Rivanna River from the Property's boundary with Dunlora Farm (Tax Map 62 Parcel 16-A) to the Property's boundary following its demand for dedication. Should this road be removed from the Albemarle with the Southern Railway right- of -way (as it exists on November 19, 2004) (the "Greenway"). The precise location of the County Comprehensive Plan, said reservation shall become null and void, and the Owner or greenway shall be mutually aon eed upon by the. Owner and the County, and such agreement Successors shall retain fee simple ownership of the parcel. shall not be unreasonably withheld. The Greenway will be conveyed in the form of a general 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 request by the County, the Owner demonstrate to the satisfaction of the County Engineer and VDOT that the North Free State shall also contribute ten thousand dollars ($10,000) cash for application toward the cost of constructing the Greenway according to County's Connector Extension Road can be. accommodated by the Block 2 Development Plan. the current standards for a class B trail. Such contribution shall be made by Owner within 30 Approval by VDOT and the County Engineer must be secured prior to final platting and road days of receipt of a written request by the County. If the request is not made within seven (7) plan approval in Block 2. years from the date of submission of the first final site plan for Phase 1, this cast, proffer• shall become null and void. If such cash contribution is not fully expended for the stated 4.3 Free State Road Rit;ht-of=way. The Owner shall dedicate, upon demand by the Free State Road purpose within two (2) years from the date the funds are contributed to the County, all unexpended County, a fifty (50) foot wide right-of-way along portions of the existing that are on the Owner's Property from its proposed intersection with Belvedere Blvd between funds shall be refunded to the Owner. if the greenway is not used for the purpose for which it is dedicated within ten (10) years from the date dedication, Road C and Road K to its intersection with Loring Run Road. Where the road is only of the County shall transfer the land back to and for the use of the Owner to be used partially on the Property, the Owner shall dedicate sufficient right-of-way width to ensure a as open space. The Owner will provide a pedestrian connection to the Greenway through the Belvedere Community's total right-of-way of not less than fifty (50) feet inclusive of the existing proscriptive right - internal trail system, as illustrated in Exhibit 5A, 5B, and 5C. of -way. The right-of=way shall be conveyed within six (6) months following receipt of written notice by the County, in the farm of a general warranty deed and the Owner shall 3.3 Greenway bridge: Within thirty {30) days following request b g 1 y the County, bear the cost of a survey and preparation of the deed. If the dedicated land is not used for the purpose for which it was dedicated within two (2) years from the date of dedication, the Owner shall contribute ten thousand dollars ($10,000) cash for application toward the cost of County shall transfer the land back to, and for the use of, the Owner. constructing a pedestrian bridge linking the Rivanna River Greenway in Dunlora (Tax Map Parcel 62F-A3) to RiverRun (Tax Map Parcel 62-D1-1A), thereby allowing neighborhood 4.4 Connection to Dunlora Farm. The Owner shall dedicate upon demand by the residents access to facilities in Pen Park and other portions of the Greenway system. If the County, a fifty (50) foot wide right-of-way extending from Road D to the property line at the 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 I, 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 expended for the stated purpose within two (2) years from the date the funds were the County, fee simple, in the form of a general warranty deed and Owner shall bear the cost contributed to the County, all unexpended funds shall be refunded to the Owner. of a survey and preparation of the deed. 'I`lre County must accept the dedication within twelve 4. Road Construction and Reservation of Right-of-way. (12) months following its demand for dedication. If the dedicated land is not used for the purpose for which it was dedicated within ten (10) years from the date of dedication, the 4.1 North Free State Connector Road. The Owners shall dedicate upon demand by County shall transfer the land back to, and for the use of, the Owner. the County a one hundred (100) foot wide right-of-way to public use as shown on Exhibit 2B 4.5 Fairview Access. The Owner agrees to provide to Fairview Swim Club., o; ga# of the General Development Plan and labeled "Reserved Road ROW". Where less than one a fifty (50) foot wide access casement from Belvedere Drive to the edge of the Fairview hundred (100) feet of right-of-way is available on the Owner's Property (Approximately the first 800 feet from Rio Road), the Owner shall dedicate the available Swim Club Property, (Tax Map Parcel 61-160B and 61-160C) to facilitate vehicular access in location that is agreeable to the light -of -way. fee simple interest shall be dedicated by the Owner within six (6) months following receipt by to the existing Fairview entrance or other such mutually 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 parties grant easement within sixty (60) days following approval of. final road plan for Belvedere surveying and preparing deeds necessary to complete such dedication. The County must Boulevard in Phase 1. accept the dedication within twelve (12) months following its demand for dedication. 4.2 Future North Free State Connector Extension Road. The Owner shall dedicate a 5. Overlot Grading Plan one hundred (100) foot strip of land along the Property boundary with the Norfolk Southern 5.L Subdivision Plans. The Owner shall submit an overlot grading plan meeting the Railroad as shown on Exhibit 2C of the General Development Plan and labeled 11100' requirement of this section (hereinafter, the "plan") with the application for each subdivision Reserved Road ROW" for dedication upon demand b the y County for the purpose of of property into single family detached lots and single family attached dwelling units shown 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 i ° thousand (5,000) pounds or more, primarily employed for construction, industrial, maritime, mining and forestry uses. RECEIVED �pF AL{ k€n❑ri16 013 8 Code Enforcement �� `IVIW ASSOCIATES 8.1 Architectural Standards - The Owner shall prepare and record a declaration of� 5a1 r'I}iGST��P covenants, conditions and restrictions that, among other things, establishes architectural standards equal to or more stringent than the architectural standards in the Code of COUNTY OF ALI3E ARLE Development, and establishes an Architectural Standards Committee ("ASC"). The Department of Community Development declaration shall include among the powers and duties of the ASC the authority and 401 McIntire Road, Room 227 responsibility to determine that each structure within the Property complies with Charlottesville, Virginia 22902-459fi Yhanc(434)29G-5632 Fax (434)9fi2-412G all applicable architectural standards before submitting the proposal to the County to conduct its review for compliance with the architectural standards established in the Code March 28, 2013 of DCi V G"1Vpm Girt. White, Herbert, P.E. Signatures of All wners: Printed Names of All Owners: Date: 3040 Avemore Square Plaza 0 - fJ a s Charlottesville, Va 22911 RE: SDP201100064 Senior Center - Belvedere, dock 1 Belvedere S troll Land Tru : Trustee Dear Mr. White: Dunlora LLC by Robert Hauser Ho es Inc. Manager by: On March 13, 2013 the Board of Supervisors approved the following variations as follows: `.-Ron ; . Hause 49 To allow t "Front build distance from for the building to vary from the To the allow o maximum -to street" Ro Tr au r Homes Inc. by CEO distance of T sp'rclfied in Table 10 of Belvedere's Code of Development (page 36) to be --A increased to 2' beyond any existing utility easements that have been located along the road. This approval was based an the following condition: Belvedere Code Development be to Site Plan —, stoneHaus, inc. by Table 10 of the of must updated prior Final approval, jj Variation 450 Henry 'son Sprouse r To allow a variation of building massing, interior parking access road and parking layout from that shown in the ZMA exhibits titled "Block I and 2 General Development Plan Exhibit 211" and "Block p , I and 2 Potential Development Scenario Exhibit 4". This approval was based on the following conditions: venson ec, The 'Pergola and Garden'feature along Belvedere Boulevard, as shown on the exhibit, 4C will be required in addition to all standard street tree, parking lot, and site plan landscape requirements. QJ,^-5'crn cay f0 ljjj'//1�[ Charlotte G. Levenson / • An updated description of Block 1 in the Belvedere Code of Development must be provided prior to Final Site Plan approval. Variation #61#61 Signature of Attorney -in -Fact Printed Name of Attomey-in-Fact To allow on -street parking along both sides of the "Parkway Section" of Belvedere Boulevard within Block 'I and the addition of a sidewalk on the far side of the road from the Senior Center for pedestrian access to the parallel parking, which is a variation from both the ZMA and the approved "Belvedere BLVD -- Phase '1 Road & Drainage Improvements" Site Plan (see section labeled "Belvedere Boulevard - 100' RNV Parkway Section" on sheet 6 of 23). This approval was based an the following conditions: e A minimum nine foot (9') paved parallel parking area must be provided on each side of the road. section. Travel lanes will remain twelve feet (12') in width, free of on -street parking: Five feet (6) striped bikes lanes will be provided on both sides of the road section as indicated in the Code of Development. A minimum six feet (6)' planting strip is required between the road and the 0' 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 revised dater 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) must 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, David Benish Chief of Planning CC: Belvedere Station Land Trust; Robert M Hauser & Stan C Manoogian Trs 2421 Ivy Rd Charlottesville Va 22903 File: SDP2011-00064 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 l �; C CPA,16W J KC.3'tARSIf911 :Liu. N€t. 0492048507 t FAIA LJJ LLJ LAJ r A F-- C ISSUE DATE cr) C) C) CV cv z C7 w J J rn LI r_ U REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10119 GAS LINE REV. 1128/19 REV 7 4/18119 REV 8 6/6/19 REV 9 6/27/19 REV 10 11/8119 REV 11 1/20/20 REV 12 2/5/20 LEGEND ROADS SEWER TRAFFIC STOP BAR S EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. PROPOSED SANITARY MANHOLE U DROP INLET &STRUCTURE N0. SAN--w- PROPOSED SANITARY SEWER CURB CURB & GUTTER WATER DRY CURB & GUTTER_._. EXISTING WATER LINE .7 PROPOSED PAVEMENT 8" 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 GRADING 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 PARKING COUNT N/A = NOT APPLICABLE TO THIS PROJECT GENERAL NOTES 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 SEQUENCING/MAINTENANCE 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. (N/A) 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 COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND [CC/ANSI A117.1-03. 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 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 36, ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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 III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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 STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR ACSA GENERAL WATER & SEWER 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, 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 HE 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 Tj a IVNIu Iff. J. KOTA S KI Y Lic. N5o. 0407043507 1 co 0 rn N N ui J U) Uu r �r rr U ISSUE DATE REV 3 11 /13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 REV 7 4/18119 REV 8 6/6/19 REV 9 6/27/19 REV 10 11/8/19 REV 11 1/20/20 REV 12 2/5/20 6/6/2019 GR-2,2A CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR 3'-1'/z" 3'-1'/2" 3'-1%z" 3'-1'/2" 6'-3.1 6'-3" IMBEDDED 24" IN GROUND HANDICAP SIGN N N HANDICAP SIGN LOCATION (VAN) x LOCATION (TYP.) Li EOP # HEIGHT TOLERANCE *- !4" PAINTED GR-2A GR-2 PER 2% MAX. 18, 1 (3'-1%2" POST SPACING) (6'-3" POST SPACING) VDOT 'E MAX DYNAMIC DEFLECTION 2' MAX DYNAMIC DEFLECTION - 3' - �4" �0 SPEC. 8' 5' 8' 11' 5' TYPICAL VAN ACCESSIBLE ACCESSIBLE NOTES; HANDICAP SPACES N" DIA HOLE 3" N 4" 1 F DIA. HOLES I�1 CRT POST GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W-BEAM BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. 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 AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND G 2RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27np,� " +A" TOLERANCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. SHEET 1 OF 2 SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 221 REV. 7/05 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 501.04 EC-1 nFTAII 1 DFTAII 7 Ir SECTION A -A TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM °T" (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS 2 CLASS x DRY RIPRAP 14 fps 24 CLASS ICLASS I[ DRY RIPRAP 19 fps 36 IFICATION SECTION A -A NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETFVL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS Al ,I, AND I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H = DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H ERENCE CULVERT OUTLET PROTECTION 204 ?nx VIRGINIA DEPARTMENT OF TRANSPORTATION 5" LUCKSTONE SHOULDER MIX 0 0 0)ooUo 8" TYPE 21 B AGGREGATE BASE COURSE C C O O COMPACTED SUBGRADE DENOTES EMERGENCY VEHICLE TURNAROUND ON PLANS Nf- EMERGENCY VEHICLE TURNAROUND SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A EXISTING AGGREGATE BASE o \//\\//\\/ COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. ' DENOTES MILL AND OVERLAY ON PLANS MILL AND OVERLAY PAVEMENT SECTION No Scale ROAD AND BRIDGE STANDARDS REVISION DATE SHEET l OF 1 113.01 `EDGE OF PAVEMENT PAINTED STRIPE 91 (TYPICAL) I I_ REGULAR SPACE CONCRETE 3/4 INTERNA- RAIL NON WELD PIPE PAVEMENT L5.00 RAILING SYSTEM. Sim 1'-0"— EXPANSION A,4 L JOINT ..o : d 2" TYP ' N V-2" TYP 1'-2" TYP #3 REBAR @ NOSES • ' ` ° ; .. `: :% 2' TYP O� EMBEDDED " EXPANSION JOINT `O CONCRETE a" -_ -.•. PAVEMENT I J ' - HANDRAIL POST #4 REBAR @ 12" O.C. - - •, ANCHORING BOTH WAYS, CENTERED - '•.r7(TYP) COMPACTED - ' o AGGREGATE .•. °.. `~ 0;~•'` 4. NOTE: SEE SITE GRADING FOR COMPACTED - NUMBER OF RISERS, WASH AND SUBGRADE LANDINGS PER SET OF STAIRS • STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED 3.5' (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH RKTIff0m, "' I �I I I=1 I �I 11= •... •• �.. -III—I I �I I I=1 I r 3.5' e n .4 2'-0" DIAMETER a' 3,000 PSI AIR -ENTRAINED CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE C�ov 4" 57 STONE COMPACTED SUBGRADE DENOTES CLASS B TRAIL ON PLANS CLASS B TRAIL SECTION No Scale c� C�D o 0 0 8" 57 STONE COMPACTED SUBGRADE a� DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION No Scale R= %4" a1 I d COMPACTED SUBGRADE CONTROL JOINT SPACED NON -SLIP BROOM FINISH AT WIDTH OF WALK ' EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER VARIABLE WIDTH' MAX. CROSS SLOPE 2% IL Q i � a CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN AND POST DETAIL No Scale 7-1/9" CONC. WALK 4" 21-B STONE STH 0.5' FROM EP ANCHOR WITH 5/$" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP \\j//\/\/\ /,\ // 4" 3,000 PSI AIR -ENTRAINED ° ®m CONCRETE ®° X COMPACTED SUBGRADE 4" TYPE 21 B STONE COVERce DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS ARCHITECT SHALL BE CONSTRUCTED IN BUSHMAN DREYFUS ARCHITECTS, PC ACCORDANCE WITH VDOT STANDARDS. 820-B EAST HIGH STREET e�� a CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC CONCRETE SIDEWALK PAVEMENT SECTION LOVELAND,OH4D LOVELAND, OH 45140 No Scale 513.444.4877 EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER -1/4" SEALANT TIMMONS GROUP NON -SLIP BROOM FINISH 608 PRESTON AVE, SUITE200 WWF 6x6 W2.9XW2.9 CHARLOTTESVILLE, VA 22903 / 434.327.1688 211 STRUCTURAL ENGINEER -°� 10" 3,000 PSI AIR ENTRAINED PORTLAND DMWPV CEMENT CONCRETE 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 w v o 0 6" TYPE 21A STONE COVER 434.293.5171 MEP ENGINEER ( S159ECROZET AVENUE, SUITE A NGL ENGINEERING COMPACTED SUBGRADE CBR 11.2) CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE ° MATTHEWS DEVELOPMENT COMPANY DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 434.972.7764 HEAVY DUTY CONCRETE SECTION No Scale '.5" ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A .5" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale v o o o v 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 6" TYPE 21 B AGGREGATE BASE COURSE r.,. If v k r N* U CRAIC-Y W J. '£'rY1AJ;0<I ;L.ic. t o. 0402.0=1 8507 �1� 215120V A,AL a U_j aA w cV N Q 0 W J Cn W Q z U \/X/PENALTY PENALTY \//\//� COMPACTED SUBGRADE ISSUE DATE REV 3 11 /13/18 TOW AWAY TOIL AWAY ZUE :':::::: DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS REV 12/13/18 VAN 6' ABOVE A 6' ABOVE FINISHED FINISHED REV 5 1/10/19 GRADE GRADE LIGHT DUTY ASPHALT PAVEMENT SECTION GAS LINE REV. 1/28/19 SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR No Scale 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 4/18/19 WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. REV 6/6/19 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE F— EXISTING PAVEMENT PROPOSED PAVEMENT REV 6(27/19 ALUMINUM. COLORS: GREEN BORDER & > LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, SAWCUT THROUGH a MATCH EX. CROSS WHITE BACKGROUND. EX. SURFACE W SLOPE UNLESS OTHERWISE REV10 11/8119 X COURSE w SPECIFIED ON PLANS W & REMOVE REV 11 1/20/20 PAVEMENT PROPOSED PARKING SIGNS FOR THE DISABLED 2' MIN. No Scale I \ 2„ + SURFACE REV 12 COURSE 2/5120 Iii a a a 5' EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT . ,. • PAVEMENT REPLACEMENT JOINT DETAIL No Scale e SPECIFICATION CLAUSE E rlu 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 mI�' t POLYMER CONCRETE S100K CHANNEL SYSTEM WITH DUCTILE IRON RAILS AS MANUFACTURED BY AGO POLYMER PRODUCTS, INC. ' MATERIALS Q d © CHANNELS SHALL BE MANUFACTURED FROM Q POLYESTER RESIN POLYMER CONCRETE WITH AN Q INTEGRALLY CAST -IN DUCTILE IRON RAIL. 'i; 4. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL 7ix S' AS FOLLOWS: - 4r COMPRESSIVE STRENGTH: 14,000 PSI d Q FLEXURAL STRENGTH: 4,000 PSI / Q TENSILE STRENGTH: 1,500 PSI Q " WATER ABSORPTION: 0.07 /o 4" [100mm] / FROST PROOF YES / DILUTE ACID AND ALKALI RESISTANT YES © % B117 SALT SPRAY TEST COMPLIANT YES d 7.INTERNAL THE SYSTEM SHALL BE 4" (100mm) NOMINAL WIDTH WITH A 6.29" (160mm) OVERALL 0 WIDTH AND ABUILT-IN SLOPE OF 0.5/0. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. --� 4" [100mm] a -r� 4" [100mm] `..- THE COMPLETE DRAINAGE SYSTEM SHALL BE BY AGO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY AGO POLYMER PRODUCTS, INC. NOTES: 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 'POWERLOK' 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. SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO 1433 LOAD CLASS. THE SYSTEM SHALL 3E INSTALLED DETERMINE PROPER LOAD CLASS. IN ACCORDANCE WITH THE MANUFACTURER'S 6. REFER TO AGO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. INSTRUCTIONS AND RECOMMENDATIONS. SK1-A-ECP S100K - POWERDRAIN - LOAD CLASS: A ACO Polymer Products, Inc. Exposed Concrete Pavement 825 W. Beechcratt St 9470 Pinecone Dr, 4211 Pleasant Rd. Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29706 Tel:520-421-9988 Tel:440-639-7230 Tel:440-639-7230 INSTALLATION DRAWING - ACO DRAIN DATE:08125/15 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. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (6" MIN. ON 12" - 24% 10" MIN. ON 30') 12" MIN WIDTH GUIDELINE i i - 6" MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST (5) ADAPTER ANGLES ` BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, VARIABLE 0'-360° TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLANS 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. Q NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 9 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN LU APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, yr IN THE SECTION ON GS URBAN STANDARDS. 4" 2" RADIUS • o-� i D P A • `° D.; A• D. SURFACE .a' D.; A.P P• D. PA ' PA BASE oA P SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURS IS EXTRUDED SPECIFICATION REFERENCE 105 502 CG-3 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS (6" MIN. ON 12" - 24", 10" PAIN. ON 30" 4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.) AVAILABLE: 4" - 3U" FOR CORRUGATED HDPE %�'� � 6" MIN ON 30" (ADS N-12/HANCOR DUAL WALL, ADSJHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, \ •. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, WATERTIGHTJOINT - CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HDPE SHOWN) 12" 30" PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTNI D2321. LOD 1 - 12"- 30' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5&05. '2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 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 �i f FAX (770) 932-2490 5 - ADAPTERS CAN BE MOUNTED O' TO 360°. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO3NAME www.nyloplast-us,com ` V -..� ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. 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 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING SEE DRAWING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0311-16 ( QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE NO, 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDEUNES). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, c,ot3 Nvlpv A^;r DWG SIZE A SCALE 1A0 SHEET 1 OF 1 DWG NO, 7001.410-283 REV D 201.02 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL - TOP OF FILL GROUND LINE = GROUND LINE _ = -- _ GROUND LINE - - I-=- i-I- ' _I H I -I rrrrrr rrrr,- III-! I I_I I -1 I I -III -I rrrrrr � � rrrr • III=1 I I- I _I I I_I � I_I rrrrrrr I I LI I LI I , I I -III- r,•�rr rrrr �I I - - , -III_ rrrr .�"�rr I,= I I- - - 11=1I . fry rrrr �I I' - "I E' rrr rr i I EARTH I,lil� �r b r� l r ROCK OR N I�Ti� rr b rr' (l am EARTH =1I rr b rr (1= + UNYIELDING o I I I1 SOIL BEDDING i �I MATERIAL MIN. 1/10 D MIN D "- MIN. 1/10 D = X D X B DDINGL X D X `MADTDING ERIAL X D X I/�" PER I. 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 I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D I MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL rrrr, r, rrrrrrr. • _ rr 'rrr> rrrrrrr rr, rr, r . _ - rr rrr rrrrrrrr 'rrrrrr -- . _- Jrrrrr�r rrrrrrr ° - -= rrrrr rr-'rr:: - r.�rrrrrrrrrrrr �lrrrr,�rrrrrrr - _ - ,rrr err,-;� 3 :a:�:�:�°•;r: ---- _ - �, - ..r,,,,°:::.;.;::. _-- N == _: rrrr �,•'rr - - � rrrrrrrr, rr, =rrrrr, rrr.-r =- 'rr` rr - ,err rr, r,�rrrrrrrr; `rrrrrrrr,�r + r •:: GROUND + ' ` GROUND o b rrr :;:; :;:;:•'°: LINE o - -_ r b/ rr GROUND - rrrrrrrrrr b Jrr, r, _ GROUND _ LINNE if avi I NI-1�1i=ill�� -EARTH - kl' ROCK OR _ _ - - - -II MIN, 1/10 D �1= MIN. 1/t0 D XX BEDDING _III=11�_ liUNYIELDING I I=TT%2" PERSOILMIN. 1/10 D -"i=I l MATERIAL 1" OF H D X BEDDING EARTH MIN. 8", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION RUCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL � BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT EfllJllll SECTION 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 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrrr' FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. CRUSHED GLASS CONFORMING CRUSHER To THE SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS i BACKFILL. frrrf; FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE ACCORDANCE VflrT l SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. Xvoo-r INSTALL. O F PIPE CULVERTS AND STORM SEWERS SPECIFICATION SPECIFICATION REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS ('�` �'+ SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A)1 302 105 107.01 07/12 VIRGINIA DEPARTMENT OF "TRANSPORTATION 303 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SURFACE BASE SUBBASE �4" 6„ 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" (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 CG-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 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R CG-2 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) r��q CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) - GENERAL MITES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 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 48:1 MAX RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 2" WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4- FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO '_ ag'� THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF }O:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, P 1D DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR O� o CONCRETE COVER 1'/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS �� -zX/ ' %ji�i1 %jjiViii, J/`� ✓` V w x�/ T ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. � \�]\��Y�[GY \j\/j✓iJ�j ;i i 5' MIN 6 QIi 1> �il\� Ica }�:} MAC • z _ SURFACE 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 9f' `J- `-�19 12 1 MAX 1m.. a°, °e .. AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, e m OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL ® o HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS e� BASE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL y y;y� r r ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ✓' i �i �! ✓i✓�i AND USED BY PEDESTRIANS. ��< l�✓� ��1'�� MAX ARCHITECT B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT /`%ijCi/,/�l'�/^ 12'1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND "' �- BUSHMAN DREYFUS ARCHITECTS, PC THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 120 MAX=JI "II. v PERPENDICULAR TO THE CURB. 5, MIN X K W f T=T=I-�1i1 S11 T 1J= 820-8 EAST HIGH STREET I-i- - I -I -I -r 3 a ll T I. II_II. _:. ....: 1. _.l. - - - ll�ll: a _ - » - - CHARLOTTESVILLE VA 22902 SUBBASE - I I i._.J , 9. TYPICAL CONCRETE SIDFeYALK IS 4" THICK. WHEN THE ENTRANCE RADIICAPINOT III -I �-t'r-�(II--311--:II_--il--'l) -I ,';gb'-,',"s,^t�t-?eba - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TEU (IJli it it ll� a$o �1:°;�§aa 434.295.1936 TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN I�)I AT 'X , 2" HIGHER THAN TRUCK TRAFFIC>FOR CONCRETE pEpTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, l� AT X 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 PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LOVELAND, OH 45140 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 513.444.4877 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C ° CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE a WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I 0 O O O O O z LANDSCAPE ARCHITECT -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH PRAY DESIGN ASSOCIATES THE BACK OF CURB. O O O O 0 O 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0& 1012 WILDMERE PL a LANDING RAMP v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q CHARLOTTESVILLE, VA 22901 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 434.242.7642 \p N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \` 50Z-65Z OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIVIL ENGINEER f TOP DIAMETER TIMMONS GROUP DETECTABLE 'NABBING �� o 608 PRESTON AVE, SUITE 200 AT BACK OF CURB I 1 p� 9 14 _ SEE NOTE 12. BASE DIAMETER L VARIABLE FULL WIDTH OF RAMP FLOOR Ir PAY LIMITS -1 CHARLOTTESVILLE, VA 22903 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 434.327.1688 INSTALLED ON A RADIUS DETAIL DETAIL WARNING p� /� [� (°'+ SURFACE ^ C �'+ STRUCTURAL ENGINEER Dv©cI-r C G �-12 DETECTABLE YY f` R N I N G S U R F ACE SPECIFICATION DMWPV REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 110 THIRD STREET NE (GENERAL NOTES) 105 CHARLOTTESVILLE, VA 22902 REVISION DATE SHEET 1 OF 1 SHEET 1 OF 5 REVISION DATE 502 434.293.5171 201.01 203,05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION CC-12 •., MEP ENGINEER 5 '-, STAENGL ENGINEERING A 5' MIN 1X. 1159 CROZET AVENUE, SUITE A AT DOWELS, 8" LONG I PERpAISSIBLE CROZET, VA 22932 AT 12" C-C � CONSTRUCTION 5' MIN. JOINT 12:1 MAX. �, „ - , 4' MIN �\ - , - 434.295.8105 12:1 MAX x z ' ` 2 S r� OWNER'S REPRESENTATIVE 12:1 MAX MATTHEWS DEVELOPMENT COMPANY WITH BUFFER STRIP 434.972.7764 [RAMP RAMP S' MIN (SEE TABLE) (SEE TABLE) Mo. J TRUNCATED DOMES 121 MAX, 1_ �) SEE SHEET 1 OF 5 FOR DETAILS 4'MIN �y=' a 1,y�� 0 k SHAPE TO MATCH FACE OF ROADWAY CURB (� WITH BUFFER STRIP \ C BACK OF CURB 48 1 MAX. r; " - � � p ` 1 20:1 48 :1 MAX. - _ 5' MIN Ta1j �a 12:1 IAAX. �` `� 2 Mw. SECTION A -A 215120 0 I WITHOUT BUFFER STRIP �(0 PERMISSIBLE "CBdAL ` CONSTRUCTION e�vti JOINT V) R o T * 0 O V � U SECTION B-B cuR3 ,� CROSSWALK II II M°� A 4' SQUARE LANCING AREA 0� OUTSIDE CF TRAVELWAY CROSSWALK CURB '� SHALL BE PROVIDED FOR z:9 NOTES: FOR GENERAL NOTES ON THE DETECTABLE 'WARNING SURFACE, j PERPENDICULAR CROSSWALK i WITHIN THE MARKED SEE SHEET 1 OF 5. . �; / � N CROSSWALK AREA. 9_0 THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB 4' BUFFER STRIP cli N S LIMITED 70 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIDEWALK o u , �` SLOPE. WITHIN CROSSWALK w�° SPECIFICATION REFERENCE 105 502 CG-6 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. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER S14OF UBBASE COURSES BE EAND TO THE D PARALLEL TDEPTH OF O THE OPE 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. ' A 1tt;p A P P P D D D D D • A P A A 4 4 P P A P 4 D D D D D ---------- 2'-0" =THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMABINATION 6" CURB AND CUTTER 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. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 8 12 5 10 15 6 14 15 LANDING 48:1 MAX. SLOPE DIAGONAL PLACEMENT L� Z .� El CD - LANDING 48:1 MAX. LANDING 43:1 MAX. SLOPE > SLOPE CURB LU Mp'X. 5' MIN CURB J > o CROSSWALK �2:1 � W f ova:_ VOk CROSSWALK 12:1 ILLI ® GRASS I I 6� -CURB CONCRETE CURB V� WITH BUFFER STRIP WITHOUT BUFFER STRIP U \voQT C G -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS HEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 509 203.07 CG 9D WIDTH of ISSUE DATE A � ENTRANCE AQ✓ 1/2 WIDTH OF ENTRANCE SUS F LIMITS OF PEDESTRIAN a LIMITS OF PEDESTRIAN REV 11/13/1$ 0`Ot! EXPANSION JOINT ACCESS ROUTE - T © ACCESS ROUTE QAJp> �h Or �p m UNPAVED SPACE NON -TRAVERSABLE _ I UNPAVED SPADE a REV4 12/13/18 U EXISTING OR PROPOSEDWIDTH OF SIDEWALK OR SIDEWALK SPACE C w ENTRANCE-M CURB INCLUDED IN z w REV 5 1/10119 EXPANSION JOINT - ENTRANCE GUTTER v V) a w v z a O z LIMITS OF PEDESTRIAP LIMITS OF PEDESTRIAN GAS LINE REV. 1/28/19 a ACCESS ROUTE NON TRAVERSABLE _ CCESS ROUTE > w z SLOPE tP PEDESTRIAN ACCESS ROUTE DETAILS WITH & REV 4/18/19 FLOW LINE WITHOUT UPAVED SPACE O ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE M EXTEND BEYOND EXISTING 1`3" REV8 616/19 EXPANSION JOINT DESIRABLE MINIMUM 16' OR PROPOSED VDOT RIGHT -OF WAY. 15" ABSOLUTE MINIMUM 12' �•°� EDGE OF PAVEMENT -,-'it REV 6127/19 PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS , UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT �, o• �. •'� A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 'n. REV 10 11/8/19 HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND �. USED BY PEDESTRIANS, o q o 0 IF PEDESTRIAN ACCESS ROUTES �]' ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REV 11 1/20/20 REQUIRED WITH A MAX. 2/ CROSS SLOPE. SECTION B-B WHEN USED IN CONJUNCTION WITH STANDARD CC-3 OR CC-7 , G 7, THE CURB FACE ON THIS 2'-0" REV 12 2/5/20 STANDARD IS TO BE ADJUSTED TO MATCH I��Ij THE MOUNTABLE CURB CONFIGURATION. UNPAVED SIDEWALK SPACE PAR ABOLIC SPACE CURVE p, NORMAL GUTTER _ - _ - - A N ---- - - - - -- XxX r p, o00 *0%�To 10%CHANGE opo: oo i ' - ° NOTES & DETAILS SECTION C-C 6" AGGREGATE BASE - CLASS A3 (H.E.S,) CONIC. TYPE„ I SIZE 21U 2'-0 6/612�19 12 % MAX. SLOPE POINT T OF GRADE CHANGE =_ FOR CURB AND GUTTER ONLY ;t M 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER X x K 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND BUILT CONCURRENTLY 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D C1 Nz XVMT XvaoT STANDARD ENTRANCE GUTTER SPECIFICATION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE REVISION DATE SHEET 1 OF '1 SHEET 1 OF 1 REVISION DATE 502 I� 20i.O3 203,03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION l• nL-1 3Q` DIAMETER SECTION A -A 2016 ROAD & BRIDGE STANDARDS u � � Lc _L+It STRUCTURE SIZE AND PLAN WALL THICKNESS VARES -CLASS A3 CONCRETE SECTION B-8 NOTES: 1. THE STANDARD SAFETY SLAB M-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DE$CRIPTION.FOR MANHOLES, JUNCTION BOXES,AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT 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-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 5 BARS a B" C-C TYP. 4, SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING TEE 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR .30' SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN .30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY U-1 TYPICAL PRECAST UNIT SPECIFICA '\VDOT ITYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFEREN ROAD AND BRIDGE STANDARDS MANHOLES ANID JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS foo � LAW rag IA Sat GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL MIN MIN, 6" BEDDING #68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE 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 all a' ]RANULAR FILL AS NOTE 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION BEDDING NTS AIN IN. MFI MIN 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" � 1' MIN BRANCH / NOTE: FLEXIBLE CONNECTION-~ WITH STAINLESS STEEL -|- ALL CONNECTIONS TO BAND / EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE LLJ CONNECTION " BOOT INSTALLED o� Y TYPICTY�]|(`�| MANHOLE PLAN AL /`''`�_ /"//`/,//`/,_�_ / �_r`/" SHOWING BRANCH - |N � max L max / FOR ALL BENDS FC FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF 4G AS IIRED SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE ANDPLUGS VOL. SIZE OF F (FEET CULYD. (FEET) CU.YD. END go 2`50 T 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2, USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, -T BLOCKS CONCRETE THRUS NTS CRIMP AND ROLL END OF COPP R PIP� REMAINING COPPER PIPE TO BE VERTICAL SHUT-OFF CORPORATION STOP -- TYPICAL SERVICE TAP ABANDONMENT mm maW-6B /u-u N_Q_TEi MIN, 60' DIAMETER MANHOLE RUP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER GASKETED STOP COUPLING 271 PIPE STRAPS DROP PIPE (STAINLESS STEEL) S ACED EVERY a VERTICALLY ____90* RESTRAINED BEND - MAIN SEWER PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1HEIGHT OF THE VERTICAL DROP PIPE WILL HE DETERMINED BY THE ACSA, BUT SHALL NOT 13E LESS THAN TWO 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZEDTHE SAME AS THE INCOMING PIPE AND C NNE ED a CT TO THE DROP FITTING WITH STANDARD GASKETJOIN 'AL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDEDTO PROVIDE SMOOFHTRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED PCI-45 DEGREES, INTO THE FLOW. E SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7.fv1INIP,4UM72` DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR WO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION Top View 6" MINIMUM 4' MINIMUM 4" MINIMUM NOTE: RESTRAINED JOINT FITTINGS. Side View Min mum 42" Min 1. Galvanized Steel Bearn, 3' min. penetration into undisturbed 45* 17 soil . or as approved by the TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B 7 7; w'um ar or 37' MIN. WINGNUF LOCKING ASSEMBLY 1MIN, 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". �INIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8" 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. NTS FIG. W-7B 24 EMBEDMENT 3pnUMG LINE OF PIPE NO, 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5"|NANY DIMENSION --/NTIALBACKFILL* (" * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAVNCH|NC -BEDDING 6° max 4' min -FOUNDATION (SHALL BE REQUIRED INHEN SOIL ~COND�0MS ARE UNSTABLE ��ALL PIPE) NOTE � 1.0P[N CUTS /N PAVED AR EAS WITHIN EXISTING YDOTR|8HT-0E-WAYSHALL BE BACKF|LLED ENTIRELY WITH NO. 21A STONE. 2.F0R 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 0^ BEDDING OF No. OO STONE TYp|[`A| SEWER PIPE IN STALLATION IN TRENCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS MICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN #68 STONE 6" GATE VALVE TEE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE 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, 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 DITCHES ) 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 DITC1­L 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO 13E IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECfl0K 0 OF THESE SPECIFICATIONS. SET DOGHOUSE BASE ON CONCRETE BLOCKS EXISTING SANITARY SEWER PIPE DOGHOUSE OPENING SHALL :4 MIN, 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDD ING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 611. No. 68 STONE BEDDING SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE 13E CONSTRUCTED AS SHOWN NTH -3,000 PSI CONCRETE ON FIGURE S-1-A -SHRINKING GROUT OR NON ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN, NEOPRENE CASKET MATERIAL V-O" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE I, CORROSIVE STRAPS, I ON EACH SIDE OF OPENING 1 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. 3. CUT 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 BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS, TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION REMAINING BACKFILL SHALL A NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5"IN ANY DIMENSION 24"Mil\ FILL* EMBEDMENT THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE NOTE � 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE RACKF|LLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE |RON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND C0MPACTED, AND ALL STONES REMOVED OR A 4'� BEDDING OF NO. 08 STONE SHALL BE PROVIDED J. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 5^ BEDDING OF NO. BO STONE YPICAL SEWER PIPE INSTALLATION AT|[lN |N TRENCH NT3 FIG. 3-3 TD-34 0. ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 434.295.8105 OWNERS REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 ISSUE DATE GAS LINE REV. 1/28/19 63�'70 A NOTE: SITE IS UNDER CONSTRUCTION AND EXISTING CONDITIONS MAY NOT BE CURRENT. Kp T c -Zf VYI �,_2Q;'94 - 0 400 r,1 7 '00 IL j 6 Z Q, - ------ ........ % ou At OR z W, t K, 7- J, ",% % N z 4- z _71; fV 7 11 v 4,S `3f'l -w 7� _j 10 -A, %A t\ VEDI oj z (n 0 Y y 7GI Z'( NE,19: IVE, -00RHOOD _y y 4 2 D. PL�l tl y y -_=1 ------ _r171CT V N f ­,Y ------- ARCHITECT Ak BUSHMAN DREYFUS ARCHITECTS, PC % A "9 V, . . ...... .. �A "A", -------- - "' ;� , /, -, -- - ------ 820-B EAST HIGH STREET JI .4; �"N A-6 26. 62 N ....... . ------- 4 CHARLOTTESVILLE, VA 22902 m K W t" _' ') ", 1 i I Y! '­ --- 04-7 F_ . ...... VV JV, 4 :4 434.295.1936 4 10 'k V SENIOR CENTER DESIGN CONSULTANT ---- ---- LIFESPAN DESIGN STUDIO, LLC > k5 v v ------------- 554 BAXTER ROAD 4 -a P OF �Z, Al N A� 513.444.4877 ... .... .... .. . ..... k t', - 3� -, ­-, - --- - - - ­11 -, --�7 _:-, r,-T4 ,I I c ------- 7' TF' A v _y;: LOVELAND, OH 45140 m - - -­-------- ------------ -------- - - k 'Tr C ---- -- - ----- . ......... - ------ qq 'j, ------ �,,j - - I - I f CHARLOTTESVILLE, VA 22901 X 4 A 434.242.7642 . . . .......... 0 4 CA ZI-"., A 12 1012 WILDMERE PIL ---------- - . .. ............. 0 LANDSCAPE AR HITECT PRAY DESIGN ASSOCIATES v. 8 ----- - -- ---- . . . ....... ............... N CIVIL ENGINEER X . ... ....... ....... -A N J A TIMMONS GROUP \> sP, - - - ---------- - J 608 PRESTON AVE, SUITE 200 0 .71- W,o,g,o. . ........ A- CHARLOTTESVILLE, VA 22903 --- _- -------- 434.327A688 0 A ...... ---- -------- -- i0x'­',tlf�6 a!". 70� f I _4 A -c�z I/V 438 DMWPV STRUCTURAL ENGINEER - _- -------- ----- --- --- 3 1 l,5, 45,"i, 0 110 THIRD STREET NE 1"r- IF CHARLOTTESVILLE, VA 22902 S L; ------ 434.293.5171 ........... . . . ...... At�;, % % 4 ill V; - V MEP ENGINEER E % -,MIX' F� 1 N STAENGL ENGINEERING Of "1 1159 CROZETAVENUE, SUITE A 'N DE("' 1 E��J(D US A N1 Is CROZET, VA 22932 36" Z ee Al. Kim, , - I I ­­Ii I =i - st�\ IN EVERC E b.1 (TYP) 434.295.8105 op OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434,972.7764 % x 446 �k Nv '4�,4 "A -A el It It N Jo ;�o q , f, I _�-r 0 9-vt N, N, 1p S, "LIP'Ll -1-y' '10 !,A 0/� rZ` A Ir "'C" 61 11&1 F I 1/1 , , -ITY) Jr 2005 U I _2111, x Kf V cruvow J. grA.-M L N ir.l. 1 0. 120 0402048507 ""W, A C CIEF�5S �j yo 215 20 0' TEA' A 4`0 4% �jp l7- %\ Lb, ` _h,`VG S ;7 SS EA,5_Ej1,;LE­N IF N o X" sd T V 2/ 0' Z: -1/7'(WRARY v d 1 ­AGW, 4 co DE, -C 1 1/ TEL --- (R) 3 A C"AI DUous A P',10 A, DB1,35,32 PG 603 LJ61 CD '8 Pr 0) c\1 Q,� "� "1 1 -m I 1 11 ( 1 1 1 , I # -4, OF- L A, A 'E'D D8 -346 j 552 V I LAJ t�o c\1 _4 -14 7 r" - A C(,-;ESS j, DO' - tG 7,28 ....... .. - 14, z % CM3 tE s 9 1 /_1 �0 _'Di,`_,R_ R( -L �k I ! , 1 ?f "AD ROA 4 CEJ, q 7-1,7 > q V,' -3 966, PG 361 _waa! vl`� -J D: Me �f:L ZOt fi N w CONhc�_ R `3' I I t 1"111 k C', A J` V A REE 0113 Al c "AY11, q 7- 7" :--V IL 70 A > 20A�C-D: N GPLBORHO'OD U) w Q MODEL L?157RICT J %, - r) `E D ORE N SFA G > _`4 PFEIR 12�-4v! 120041-0007 f 5 "�x ?O� N, 7�1 TOI 42� 6� I IN T' IN (A-6t)-4 13, 11 <6 01tQ> N q r, 64 x, 3-3 4 PG 683 N i K r /146 -4)=4 13. 0,,� OUT (A 3 j 511,01-I'A-4. I T01-_J=4,3,5' 8' N t _E 112) N (A-4,1,2)-74;_,'1.4,5 ""\ t-jopy T D x 1-)!/A ml: . f\ IU )U?- (A )­,2'1`,J35 AREA t h_4 mt_ I,,? ov/k r -4 - 4 DATE % 77 T.SSUE :4, , P__, I A 4'� R EV 3 kl_ 11/13/18 Tr !/W 7 Ad; If 'FR 7, 61- av "4 u cn ,EE v 1CAA16i I, R i REV 4 12/13/18 D 1,01JOUS A'L_ S bTv,_,.: 15, Ar,"I Ar .54 1% 4 1 0 1-3 1 3 PG 459 77?E-E f - -------- - REV 5 \% X­ 1, j Iy 4411 �V th i r-J A- 6� I- I --- DE-C Y­ , ( \ X"A", % _04 1 GAS LINE REV. 1/28/19 mt 44 ...... ... �Akl q YRr 4/18/19 101" 2 -Al _41- REV 7 4" '751 0 `I(T x _q, �k All b "T REV 6 616119 v �ww Ak A ­Z­,-:�rl J REV 9 6/27/19 F& _TT ROU A --- CONIFF-f -,I a "_9 g -3 rY. mw 2 34 2" ftw_ .......... uv 1,,� ru JF'! _3 V ­fN�§ _,k g . ..... . ,ivy & YL i 711'y I "I, I �11 d�, gy, %1, - I �01 " I'll 'A -J. w ­� - -- ---- 10" p - --- - �_Y. Vl� - --------- 77l 4_dj'n� 'IS 7" v 1WAIRKEP5. 1-10 REV 10 A N-, 7 '40 lmt;­ tf: ------ _��wnf � REV 12 4 215/20 zz _T "l REV 11 1/20/20 00, k,, RAP ... .......... JA _�z �7, 12 98P Vv'L g Nlw, ------ El' 7­1 V- -7, ­4 "Y77", i­7__y,­ / -," 30 ng `J "c" a _-Ab INV 'V=,- 4 INV IN=4 0 t -7` ------- 7sy r-E-'S!3 r h vv Ot 41 1041 EX E� v 11- A C 20 0' il,11, 17 r. i 18-1- MT­­­/�;�' A 4 N, ISTING CONDITIONS 'N _43 JI, 7­ 616/2019 ff aA &t ,,_h`�=l V, IN Q 17,0' .38� 75 n Z g 4 �3'1 25 hf,�! V I Pttt�­, -12B ---- --- "" IL, =43 ;,�"j V �6 01, IlkF "To �XD-11 1/VV OUT c 'L i V MY 1;=�2�'.'45 6 N", SCALE 1"=30' 8 f �(f D Ply v c?. ASSOC 1 g­ X-7 ------ - - ------- - A U- r - ------ 4, \I- - I T 4 jo % _438, 01,( 1L):J3--­-!,e__, 0 3 '01" i 3 irt�"D M01s)'­i 6 A 30' 60' Do 9 P& 15, 2 9 A Lo, V IL VA zw WITH 8" D,LP__IN ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STHEET EXIST INVERTS eIMITS-OF" TEMPORARY EASEMENT LITE SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC STREAM BUFFER 554 BAXTER ROAD OUNDEX VDOT--6 OF GUARDF PRAY DESIGN ASSOCIATES 434.242.7642 SEWER LINE tCIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV 10 THIRD STREET NE FOR PHASE 2 WAT AdCESS EASEMENT MEP ENGINEER STAENGL ENGINEERING FUTURE PHASE SPACE Pik 17 OWNER'S REPRESENTATIVE Rc WALL MATTHEWS DEVELOPMENT COMPANY VATERLINE CG !0 PROP. WATERLINE 434.972.7764 CENTER AND ALIGN R4 (TYP.) SQUARE GRATES (3) W RISE RECREA I I u N .8.IGN.. SEE. .13 WALL Lic No 0402048507 PLAN CANOPY 'COLUMN (TYP) PROPOSED WALL/ SIDEWALK JY 91 LLJ BUILDING c Lu 81 Lu STRIP WARNING < CANOPY BUILDING ISSUE DATE CURB OVER FT -VAULT WATERLINE i DT .5" TER METER DOMESTIC WATERLINE A REFERJ 2 RTMENT OVERHANG METER PUILUING FIRE METER 'ER N GAS LINE REV. 1/28/19 DEPA ENTRANCE SIGN. CON qECTION MERGENCY VEHICLE TURN EIE CH. AROUND lu ID Q CONCRETE SIDEWALK 6" FIRE Mona HEAVY DUTY CONCRETE 1/20/20 ND HEAVY DUTY ASPHALT REV 11 REV 12 � Ar 400 ND mqw SCALE1'=30' 430 2/5/20 O 3O' 8O' '�� � `� �� ` `` 4�� -~�^ DETAILSTHE LOCATION, DIMENSIONS, AND `` `` ��_, �� �^` .`~ ��� /' BUSINESS �\^� ' `` �� �� `` `` ^^` �' ' ANY ~- | LYFRO�THE S|TE pLAN \/��^ ^~ �� `� �r� �� � ``` ``` ` `` 4�� / ` �u ---- LIGHT DUTY ASPHALT ASPHALT TOBEMILLED & OVERLAID WITH ASPHALT CLASS 8TRAIL GRAVELROAD PLAN PHASE 1 6/6/2019 4 Y/ �4 y vv 1, �1_ vi i,� l 4 IL Sib6 0 y -------- . .... . ......... ......... ODi Tr ........... ...... . z 3 TjN I M I TS--0F ------- ------ --- - 0 . . . ....... ---- 05 - - -------- oj 2 ­—DISTURSANG-E. ........... cn 10. -76- AG OL 410 L - - - --------- ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET -- — - --_- ---- OF 4 CHARLOTTESVILLE, VA 22902 92- TREE 434.295.1936 —PROTECTION ....... .... .. - ----- SENIOR CENTER DESIGN CONSULTANT A '4 5 LIFESPAN DESIGN STUDIO, LLC �c 554 BAXTER ROAD 4 LOVELAND, OH 45140 --- - — ------- 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES ---------- CHARLOTTESVILLE, VA 22901 434.242,7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 LIMITS OF PHASE 11 434.327.1688 FUTURE PHASE GYMNASIUM/RECREATION STRUCTURAL ENGINEER DMWPV SPACE lio THIRD STREET HE ........ .... ............ FFE 436.50 CHARLOTTESVILLE, VA 22902 % 434.293.5171 . . . . . . . . . . . -4 6 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 4.972.7764 Tyr 44er ZA� --- - ----- ---- Lie, 1\10 0402.048507 -YEAS V 0 Ob 3532,Pl; 21512 0 'o cl) ta) LAJ < < z CM3 A f > LLl T 4) =4 13, 05 <8; > 614 4' 1, U) w IN y, -forV T (4 L)B 3,543 PC, 4159 ISSUE DATE REV 3 11/13/18 REV 4 12/13/18 41 INV h A IN V ------ ----- REV 5 1/10/19 GASLINEREV. 1/28/19 4650 ... ....... . ..... REV 7 4/18/19 < REV 8 6/6/19 T T" _T v REV 9 6/27/19 69 LEGEND EMERGENCY VEHICLE TURN REV 10 11/8/19 AROUND REV 11 1/20/20 6 AL V L -T ---- ------ -- ------ CONCRF E SIDEWALK L PG74 REV 12 2/5/20 2(l. / 151 j", SCALE V=30' 3'0' 60' _41 L D8 351Q FT HEAVY DUTY CONCRETE fiVIV IN::-, A V 0" W-4V AP�:Ilf 5% PDP=436. 75 /A f u a - RE X ds, D- I V 0XI T�430. 55,5 j HEAVY DUTY ASPHALT LAYOUT & UTILITY v v =,4 V Ali . ..... . ... 4 PLAN PHASE 11 All" Jlr j LIGHT DUTY ASPHALT Z 6/6/22019 ,I Q X --------- ----- j . ......... A" W _J 'o -------- A 25 436 ASPHALT TO BE MILLED & 440 o4x k- OVERLAID WITH ASPHALT IN, 4,�:?8 CLASS B TRAIL ("A S "lo j7-iA-4,2 TO 3�9� GRAVEL ROAD -- - --------- - - 3 1 " 6 - , . 'J r --- r -41 T (A 4, 1)­431, 70 <- `FilP y v — ----- — ----- --------- - - ---------- - 1 011 A .... . ...... y-- ------- ----------- - - - - ------ 0 0 w Bf __1 z 49t 43-1 Oj X2 --- ------- z - - -------- .... . ........... Q jJT11 ITY ------- - - - _- - ----- -- - --------- --- - -------- TVV` 437 50 ---------- ARCHITECT i BUSHMAN DREYFUS ARCHITECTS, PC BW,431.-�O TXV 4�1- T TW- 424.50 820-B EAST HIGH STREET W 425.60,., - -------- ARLOTTESVI LLE, VA 22902 TW 423.5 M-423.80 -BVV424-00 .... ......... .. . . CH 434.295.1936 TW--423.9Q_­­ BW E3VV,4+8.00_' PAI-430:00 --------- --- -TVV 430.00 BW 24.00 A SENIOR CENTER DESIGN CONSULTANT . .... . ............. . . ........ . . ­ - -­­ -- ............ .... ... 554 BAXTER ROAD 41 BW 429.00 LIFESPAN DESIGN STUDIO, LLC T -00 -- — - -------- LOVELAND, OH 45140 TW 3625 - — — --------_-- _ ---- --BW42,426- 513.444.4877 --BW 43025 2 (7, r . ...... ........ . -- - ------ ......... Pk . .. ........ .. ...... -------- BW -4 42 LANDSCAPE ARCHITECT I vsV I PRAY DESIGN ASSOCIATES 0 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 BW 428.00 434242.7642 . . ........ ... . .. 0 4,4, TW 4,1 2.60A, CIVIL ENGINEER ---- -- ---- --- PW 406.GQ TIMMONS GROUP 08 PRESTON AVE, SUITE 200 L CHARLOTTESVILLE, VA 22903 434.327.1688 . ......... STRUCTURAL ENGINEER 414.5 E3 DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 fit I 434.293-5171 \j 2 MEP ENGINEER STAENGL ENGINEERING FUTURE P HASE 5.50" ( 1159 CROZET AVENUE, SUITE A GYMNASIUM/RECREATION _bV v -4vlr4 In SPACE CROZET, VA 22932 44 434 295 810 FFE 436,50 W 7B(W 4 OWNER'S REPRESENTATIVE ­71 �,W 41-5.UC % MATTHEWS DEVELOPMENT COMPANY W414.5,V 434.972.7764 446 0.72 t 126 126 15 1 v v BvV 407/75 r fT W 469 75 LEGEND .......... 4 1 'Nk BW 407.75 ILic No 0402,04&' rARCEA RUN FF ?151,2 0 BVV 44Z.�'U Co 0) (A EFF STRUCTURE .0 till 24 NUMBER v I uir- rO�5 0.55 -/bRAINAGE Vi ........... 135 LAJ C) CM 134 4 LLJ s< LAJ z > IUp > cn LLI 0 FW. 5 s< 441.7 142 14- .......... TW 441 130D V 439.'00 sTW 4060 BW 4j8 1-0 ISSUE DATE -I P1 43&,50' s-'8.bo �W4 REV 3 11/13/18 t0,00 t REV 4 12/13/18 \N fs.......... REV 5 1/10/19 . ...... ... . . . . ....... rO 4 F8 �6 v i 174 D- GAS LINE REV. 1/28/19 172 REV 7 4/18/19 12 .49 A REV 8 6/6/19 102 40 . ..... . . ....... REV 9 6/27/19 4,50 t4 REV 10 11/8/19 s-7 REV 11 1120/20 . . ........ REV 12 2/5/20 D------- - - - 4, wow 2 .... .. ..... 4, SUMMARY PLAN . . ........ . . STORMWATER s... ...... . 6/6/2019 cp d, SCALE 1"=30' OWN" 0 30' 60' V/ N, Y Z_ 'pr ..... . ..... x P------ ....... --- --a _J_ 7/_ 4 3 �z -, Al 36 4' __­:r_,:: �4 IN YIF ...... --438, 4__ V 0 o 0 U � zs r ( � o 0 O U) /off U) O to U C O N � C9 � C®O� ICU O M ICUN �. OMd 1-- N to ICU C)[i - (0 NM m O Z - O O > ®> > > N c U) r' cnPz z z r r 445 44.5 445 EXIST. j GRADE i PROP. 440 GRADE 440 s 435, # 435 161 430 _ 62. �0. 430 0� _,_•_• .. ._ 12" HDp @ 2.50 425 425 9+50 10+00 11+00 11+50 STR162 ® STR106A a) 4/ cu HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 n U ci m r M i CO M M r CO L(i 6" Cleanout C corn r _ r N N ari C) C)134: `P N STA 10+05.00 LL{) r L6 cC"1 ++ d I- C)co® �� + O N N {- TOP 436.10 CD 0 � C ) CO INV IN 430.87 (135) NQ�' > > NQ�» INV OUT 430.88 (133A) r Z z ® z z z 440 RETAINING WALLS STA 11+76,81 4.5 TOP 424.12 INV IN 416A9 ill31 B) PIIOP. INV IN 420.83 j141) G ADE INV OUT 411.52 (131A) 30 135 36g��I ._.._...... .......... 5.00' OF ,cj OP 1@ .60A� 2.50% 7��.69 0 � 1 13 B 0 • EXI T. 85.13' F GR DE _. __.... . . ......._ _.... ... _____. _..... .... .......... 12" H D I E % STA 19406.01 vjil / \ ,TOP 42.08EXIST. 8"DIP INV IN 408.26 (131A) SAN SEWER INV OUT 402.15 (131) 410 PROVIDE VDOT i __.... -.... n - _ t 30: EW-1 for 12' Pipe TA 12+34.17 _..._._.__......_._._.----- _____ _ _. ______._.I_....__.._....._._. __....__..._._......___._._...._._._.____------ OP 400.19 j I V IN 399.00 (1 1) 1 395 9+50 10+00 11+00 12+00 BUILDING - STR130 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 Eli r O r r Ln r N O r M V � O00 ®v M 6? O M O I,- CIA N O+ Ln M co I- co 't +O � m T m dN dN O z z z 0 - - �©> Q acyPz z z z U) 445 I EXIST. GRADE PROP. GRADE 440 I 440 1 435 435 j I M1, F Ii} I 4' 3 430 430 35.93' OF 18" HDPE 425 @ 1.50% 425 420 I i 1 � 420 9+50 10+00 1 11+50 5TR112 ��R1®� HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 430 420 415 410 405 13+50 Al I v c� (D t6 N () N CD CO Cn W Y N OCN CO 0 C �, CD r O GV •F o 124: 8" Basin -Square Grate ro c OD co I �� O CO m co r 00 od cti �r m o+ co W STA 10+25.55 L° CO a, + ri N F- + 'd" Iq co 00 TOP436.29 m��� ���z z z 0 - o e �0> INV IN431.81 (125) a_ 0> > C:) 0 > > > > z z z r Cl) INV OUT 431.71 (123) �' U) z z `- U)� ® - 445 445 I I EXIST. GRADE 440 f 440 PROP. GRADE 435 435 3,...M t . __ f 125 430 2 .55' OF 430 PE 124 �12 i 1.50% ,17' O 12" 0 z @ 2, p0� 1 I 4� 1 6.02' pF 18 HDPE 425 I @ 1 5IIo 425 420 l 420 �w z cn 106A: 18" Basin - Solid Tap p , STA 10+62.29 TOP 435.91 U U Q Q CD z z O C) � INV IN 429.88 (107A) n Lc) - o o u w CO r r r INV IN 430.73 (161) L o N C) Y = o r ` Q0IL INV OUT 429.63 (107) N LO O c° :- D r `� `�' CO Ln °' °' L0 L0 r EX D-9: DI 3B 10 ft Throat 00 L Lj N ®j Lo O O O N Lf)r Ln �Y ct CO �f + f v d 108: 12" Basin - Circular Grate m o l` °' M C° Co (N N _ + c"'Y, 170 CO -4' z z STA 13+63.00 STA10+00.00 d �m`t CD STA `� o �`j z z ®®CCL > O TOP442.88 ® �> Nr q,z `-�z z z O Cq QL- ®1----Oz z z INV IN424.94(101) ® a TOP434.50 <Ca-®® �, gym - o �0>z z > z rU)I-•- - - INV OUT 430.55 (107A) o O z z z z - - ®- INV IN 419.53 (EX PIPE (D-10)) r U P `� `-• INV IN 419.28 (EX PIPE (D-4B)) ®0 ]E 2 450 'A rn 9+50 10+00 ±� � 1 ®�00 12+00 12+50 ST R 1 26 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 13+00 13+50 STIR 174 o STIR 100A HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 I S f f EXIST. i i11 1 I GRADE i 445 I j 445 A 1 I PROP. � NEUTRAL I `- GRADE GRADE 4" i TRENCH 440 DRAIN 440 /� 435 i I Ie I , 435 T MIN 430 I I, 430 1� 07A 66.64' OF I 107 � 12" HDPE 35,91, OF 105 @ 1.00% ; 15" HDPE 106.p8' OF @ 1.00% 181, DPP 103 425 11.0 63. 22 0ff 10 �9 425 ( DPq 57.13 OF 101 @ 1.50% 1 241, H PE 34.03' QF E I s @ 1.5 % 24" HD � E ha @ 1.50 420 z 420 ? f t I 415 I t I F i i f I ' 1 415 9+50 10+00 r CO 12+00 11+00 iR103 ® EX 9+50 10+00 11+00 12+00 PIPE 143 ® STR13 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 156: 6 " Cleanout STA 10+00.00 TOP 436.63 INV IN 429.53 (155A) INV OUT 429,28 (155) 440 Q LO LO C f' O C') C)N v +I- ���z? O Lo�O> > r-• co w z - 13+00 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UNDERGROUND UTILITIES. 14+00 - F - co Cl) T = M Ln r r O 152: MH-1 �_ O °D N STA 10+51.74 Of I' m co TOP 433.43 z z 0 INV IN 428.15 (153) i�i Q O[- z z z INV OUT428.05 (151) c U) 435 3' MIN. EXIST. 430 .... ..._ _._... 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CONTRACTOR SHALL VERIFY LOCATION AND 7 0 VERT SCALE: 1"=5 DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 3. INLET SHAPING TO BE PROVIDED ON ALL CONCRETE STRUCTURES 4. PROVIDED !.'STEEL PLATE ON ALL I MANHOLES WITH A DROP GREATER THAN 4' V/ 44n mire ! an I i { f PROP. 3.5' MIN 1 m 1 I GRADE 435 _ _ - _ `�.--� ---- _ _435 ��-- 5 EXIST. GRADE 430 430 _-_- ----- _._.- -- _ ____-__ 6 WI_ ! FHA _ I I f 900 BEND 425 " 6 X4" TEE 425 - ----_ I __-- __.;.__ -___ -_ 420 i ! ! ! 420 ()� r �6 co �c� �cco Bch �c a M(0 9+50 10+00 11+00 x4 TEE TO FICA HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 44.r, FIFAM i EXIST. GRADE I PROP. GRADE I � E 440 i 440 E E y}}211 [ 5' MIN 435 4" WL 435 --- I -__ 3 f 3' MIN. 12"X6" TSV 430 6" 1/1fL STOkl TIP INTO BUILDI °G 430 PIPE 171 i METER VAUL 425" X6" TEE 425 }f£ __ ! 420 ' ' s f f 4 420 12+00 12+50 9+50 10+00 11+00 12+00 MAINTO DOMESTIC WATER LINE M.K. STA 10+00.00 TOP 441.63 A-g INV OUT 418.10 (A9-A8) 44!i MH: STA 12+08.63 TOP 429.00 A-8 INV IN 416.64 (A9-A8) INIV OUT 416.55 (A8-A7) HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 MH: STA 13+39.21 TOP 425.00 A-7 INV IN 415.94 (A8-A7) INV OUT 415.87 (A7-A6) 6"X6" TEE 12"x6' REDUCER a 1 435 3.51 MIN PROP. GRADE I 900 BEND I 22.5° BEND �5 3 8 6" DIP FIR1E LINE 90- BEND; TIE INTO BUILDING 435 EXIST. GRADE 4301 4251 12+50 9+50 10+00 11+00 11+50 FIRELINE TO BUILDING_ HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MH: STA 10+17.48 A5 - TOP 431.35 INV IN 421.94 (1- EX A-5) CLEAN OUT: STA 10+05.00 1 INV IN 413.11 (EX A-6 (8" DIP)) TOP 433.00 INV OUT 413.06 (EX A-4 (8" DIP)) INV IN 429.36 (BUILDING - 1) INV OUT 424.44 (1- EX A-5) ddti 4Ar) 44.r, 440 3 1 I 1 i I ! I 1 3 ! 1 440 435 3 3 3 3 I i q 3d i I I j I 435 PROP. I GRADE I ! i 430 ! 1 8 430 ! 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I I 1 £ 440 _ ___ __.__ n�_) I jI i _.__� ___�___ I ...__� ___� ___ ___ ___ __.__._ m_ _ n_---_._._. .m__ I I __.___ ___ ___ _ ._ ([ �sce "gyp .__ ___.__ ____W77�_._________\.__ ___,__, jj 1 ___._.___,___ ___.___ _ __.____ __.__a«_ ___ t?_ ___._ __________ ___m__ ___ _ _ _._ ___ 440 i I PROPOSED RADE I E am,F� ` f I i i _� __ � ,,,rs„° E ' I 3.5' EYE HEIGHT 11 € I 435 � �___----______ _,� I ----_ -- _ � . _ __.�...�,_....�. ,.. �_..n,�__.._._ _____ �,__._ ____ EXIS ING ._.__,__._ _ ___ __ _.__ __ ___.__ m m _� _____m ___ I { - ____- i _ m_ _ _ ( __ ! __._._ __----._-__ _ _ m . _«__ 435 f I I GRA ,E I I E '' E ; I € I [ I 1 ( I l I I i I I I 1 I 4 I I I 430 t I I I I = I I i I i 430 9+50 10+00 11+00 12+00 13+00 14+00 15+00 IN'TRANICE 1 SITE ru"ISTAINCE PR FIL HORIZ SCALE: 1"=50' nCZr- VERT SCALE: 1 "=5 16+00 17+00 18+00 455 I ( 450 I 1 I I I f [ I I = I F i £ II I t £ I I I I 3.5' EYEIHEIGHT / I i E I ! I 3.5' OBJECT f HEIGHT I � E I I 39U SIGHT �ISTANCE RIG fT f I 1 I I I- 450 3.5' OBJECT I _ H ISTAN E LEFT I I I^ I ( HEIGHT I I 390'<� I �, "� i 1 ; j/ 445 F I___ I I �7 i , i �� l I ! I fir"• I I i / ______�________'45 F 4 _, £t ( , PROPOSED GRADE I i � I I i " `� 1 �-®" .,,�- ,,,�- -m�,- � m a�.,- - `.�." I "�- � - i I i { [ I t ' I I i i E [ E I ? t I i'. 3 , I 1 I I t i EXISTINGIGRADE I 440 I I I i [ 4 440 € € 1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ENTRANCE 2 SIGHT DISTANCE P FIL HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 16+00 17+00 18+00 0 50 PROFILE SCALE 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 w10 Ell "5 . , . li'Fl / . 1/ m. ° �^ t F , 4 p� \ r wVYI { - 4, 11l. J tT.Tff R4 i Lie.No. 0402048507 %` 1;5 2151,20 ,-�',-_p AL e c z w a,61"J I- sV ® VW 1. ISSUE DATE co 0 0) N CV z 0 CC w J J a) w O It Q v 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 REV 10 11/8/19 REV 11 1/20120 REV 12 215/20 i a 0i A CTIUME PROFILES �, I �1�t�qpll \ O\ X \_ TREE ISLANDS 18 130SF EACH —396 AF BETULA NIGRA HERITAGE —_ SPACE IBLUE' 400 54 CARYOPTERIS LONGWOOD L. B& OY, 15„l \ l� a 173 GAL. AS PLACED x,.. 2 a . HEL \ \ 14 QU�RCUS P LOS 'A � ) _ � - 3 ACER X FREEMANII AUTUMN BLA7_E `\ a � I �._ 30 O.C. 5 B&B \ A PLACE[) D sL „ ` STREET TREES x_ D. • • '� ', ��,,��,.u� u N `\ \ \ \ l G V i x R G D E T AF N AF U M \ —.. \ \ \ \_2t , ' PGW p 6g3 02 406 e . AF - 410 \ E�� 5 \ - _- • P_AN ENLARGEMENT SITE PLANTING SCALE: 1 "=30'-0" PLANTING SCHEDULE ON SHEET 1.02 PARKING LOT PLANTED AREAS INCLUDE: TREE ISLANDS W/ LAWN UNDERPLANTING: 5220 SF CENTRAL ISLAND TREES W/ GROUNDCOVER : 4931 SF NOTE: ALL SLOPES STEEPER THAN 3:1 SHALL BE NOTE: ALL LANDSCAPING AND STRUCTURES WITHIN THE STABILIZED WITH LANDSCAPE VEGETATION HARDIER THAN EASEMENTS WILL BE REPLACED, IN KIND, IF EVER GRASS WHICH WILL NOT REQUIRE MOWING. REMOVED BY THE EASEMENT HOLDERS DURING MAINTENANCE OR EXPANSION OF THE UTILITIES WITHIN THE EASEMENT NOTE: EXISITNG TREES BEYOND THE LIMITS OF CLEARING AND GRADING THAT ARE DAMAGED BY CONSTRUCTION WILL BE REPLACED IN KIND, NORTH SITE PLANTING 1/20/2020 0 N N Q z W cn w H 0 Q U 1500 S MI: (CALLEE m A...,..,,t :, ,' it ": t1 f" fi:'. ,,r :: .1 (' ) r,l ':, r r. ,n ,. .. +. (. .£' , :} , _:, n ..,. r;' r, ,: )f or' t 'tr', (:: J.: ,I) t. _.. J _0 .3). J.,. 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ACTUAL OR MEASURED VALUES MAY DIFFER FROM THE FORECASTED RESULTS DUE TO TOLERANCES IN CALCULATION METHODS, TESTING PROCEDURES, COMPONENT PROCEDURES, COMPONENT PERFORMANCE, MEASUREMENT TECHNIQUES, AND VARYING FIELD CONDITIONS H B T N T T LINE VOLTAGE TEMPERATURE SUCH A S, U O LIMITED O, ATMOSPHERIC/ENVIRONMENTAL CONDITIONS AND IMPROPER OR UNDOCUMENTED LAMP BURN -IN PROCEDURES. FURTHER, ROOM DIMENSIONS REFLECTANCES FURNITURE AND ARCHITECTURAL ELEMENTS WITHIN THE SPACE MAY SIGNIFICANTLY AFFECT CALCULATIONS. VERIFICATION OF THE CALCULATIONS HEREIN, INCLUDING DESIGN ACCEPTABILITY, AND COMPLIANCE WITH ANY APPLICABLE LIGHTING CODES IS NOT THE RESPONSIBILITY OF OLD DOMINION LIGHTING ASSOCIATES, AND SHALL BE THE RESPONSIBILITY OF THE ARCHITECT, OWNER OR OWNERS REPRESENTATIVE, AS APPLICABLE. 2. NO ALERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF OLD DOMINION LIGHTING ASSOCIATES. THE PHOTOMETRIC DATA IS SPECIFIC TO THE LISTED MANUFACTURERS AND RESPECTIVE CATALOG NUMBERS AS OUTLINED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY RESULT IN SIGNIFICANTLY DIFFERENT RESULTS. SITE INFORMATION SUCH AS POLE LOCATION, ORIENTATION, MOUNTING HEIGHT, ETC SHOULD BE COORDINATED PRIOR TO INSTALLATION BY THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED PER MANUFACTURER. NOTES: 1. 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). mwl P, 12 Luminis 1NT872R-L2W12 967 1 ..,____."..___ r,% - } { } _ .,_„-_-_"_.,,".•,"__ ._ ...__m_..____-_•"_>____-_._,__._,____ "__...,_._.,.-____.-______._... ,__, _____-_-w..,___-- .___..,,------_-- .y_,_,�__ 29 Luminls CL313-L56W10 i I 1 a i 830 I . "-✓ _ ___ ._ _ " _._. a g -__-_ . __ _ -..-._ _ _. - 4 - "- -- 1 PHILIPS GARDCO I ECF-L-64L-900 CW-G2-AR-3-UNV HIS I 1 1= n 1,,,__, ti I 21246 _ __ __----_.__ _.____ _____ _____ _ __-___ ___-.---- _________�__________-_._____ _____,__-___- ________..____ _____- ____ /"' ( rvT, "� 22 Philips Color Kinetics I1 1297 E° 1523-000101-25 1 I 3 °2 6 PHILIPS GARDCO ECF-L-80L-1A-CW-G2-AR-SW-UNV I 1 i 357303 wI � _ 4 E...,,__..... 1 PHILIPS GARDCO mm ECF-5-3ZL-IA-CW-G2-AR-4-UNV-HIS- Il u t a ing7 I 0 1 PHILIPS GARDCO I ECF-S-32L-IA-CW-G2-AR-5W-UNV a I 1 13030 I I a 2 PHILIPS GARDCO i ECF-S-32L-IA-CW-G2-AR-3-UNV-HIS _� 1 I 12194 i �0 1 �,.�-..` { �_--) , 28 Lightheaded Lighting C39-R-6-21-21-820-40-8018-5-120 i 1 1800 - �J1 __ ___ - 5 Lightheaded Lighting;C3S-R-6-21-21-820-40-8018-S-120 �- 1 1800 F _ ; __ _ 1 w____ __,________4 � - r_ l�1800 4 Lightheaded LightinIC3S-R-6-21-21-520-40 8018-S-120-�� i 1 I I 12 Philips Color Kinetics i 523-000081-75 1 a SB I 1888 I [' ' _«__ 13 SISTEP4ALUX ___mm_______<___,__,_ i 53000W.14 .<-___m_."_," ______ _""` -. ....................... 1 I 593 _�g ____ _ _,_,-___ I , ___,_,-__�_ _�."_,_ ____ __ _ __ __________,___4 6 Iguzinni i S609OW-UNV-20 W/S6309 1 H SF i 3101 1 ,.._."___ [p _..., ._,_.-�..____, _ _,�.�__, _ , �_.__ 4 SISTEMALUX53005W.14 I 1 ([[ 11 G 1 "764 E I d ' �- J 1 ) I d �_� , 1, 4 41t �€ 0. 7.1 01 ,,.'J U.(: f), , C. ,i , '1( F' :? t ss:. 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Ef y®® f) ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC i 8_0- BEAST 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 co C) C\1 CV _Q z 0 m LU co W r_ 9 rr Q S ISSUE DATE 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 616119 REV 9 6/27/19 REV 10 11/8/19 REV 11 1/20/20 REV 12 2/5/20 VI -- ff -_ PLAN 6/6/2019 i Description: C3S-Rw6u24621-820-40-8018--120-5C TYPE: Description : C33-R-6424-21-1324w40-8018-S-120-5C TYPE: Description : C3 a-R=6-24-21-E320-40-Shc'[3-8-120-5C TYPE:..- Description ; C35-Rw6-24-2°11-B2040«80185-120-5C TYPE; .., Project dame: BELVEDERE SENIOR CENTER ?" Project Name: BELVEDERE SENIOR CENTER SA � - Project Name: BELVEDERE SENIOR CENTER SA-1 Project Name: BELVEDERE SENIOR CENTER SA-1 1L Notes: l Dominion SA Cold Dominion Notes: _ lr l�Offlilii(�i1 Rlotes: Notes: �,, ��€ �rJITiIC1i�f1 d ", 00 - - -- - 91 �� LED PIPE ® ® a •s LED PIPE LED PI LED PIPE Z M C3S ( Br# eli_IX + warm Dimming C3S ( Bridgelux + Warm Dimming C3S Brid elt.JX + Warm Dimming C3S l Br#d eltm a- Warta Dimming � 3" Surface Cylinder BRO 3" Surface Cylinder BRO (Integral Driver) 3" Surface Cylinder BRO 311 Surface Cylinder BRO (integral Driver) ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET Project Type Project Type AR 0 SVILLE, VA 22902 CHARLOTTESVILLE, 434.295.1936 Product Code Product Code SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC •, s 554 BAXTER ROAD - 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 LOVELAND, OH 45140 513.444.4877 1. Trim 6. Module & Beam Spread 11. Mounting 1. Trim 6. Module & Beam Spread 11. Mounting LANDSCAPE ARCHITECT C3S 3" Surface B20 20Bea 3C Small Canopy ^ C3S 3" Surface 3' B20 20° Beam 3C Small Canopy PRAY DESIGN ASSOCIATES B28 28' Beam 5C Large Canopy - B28 28' Beam 5C Large Canopy 1012 WILDMERE PL 2. Aperture B40 40° Beam 2. Aperture B40 40° Beam CHARLOTTESVILLE, VA 22901 fR Round B55 55° Beam 12. Optional Media R Round B55 55' Beam 12. Optional Media 434.242.7642 FIR Frosted FIR Frosted ' 3. Layout 7. Color Temperature HC Honeycomb 3. Layout 7. Color Temperature MC Honeycomb CIVIL ENGINEER -6 6" Cy€finder Length 27 2700K PF Perimeter Frosted 6 6" Cylinder Length 27 2700K PF Perimeter Frosted TIMMONS GROUP s3aa,r ^ 30 3000K SL Softening la�� aa=fir h 3O 3000K SL Softening 608 PRESTON AVE, SUITE 200 a 4. Finish 35 3SooK _ . 4Finish 35 3500K CHARLOTTESVILLE, VA 22903 . 21 Piano White 40 411 Notes 21 Nano white 40 40000K Notes 434.327.1688 _ _.... .............. 23 Anthracite Metallic - loll 3000-1800K (Warm Dim) ' :loll warm dim color temperature is _" .... _ 23 Anthracite Metallic 24 Ink Black Metallic loll 3000-1800K (Warm Ulm)' loll warm dim color temperature is n only available in 9510 CRI, Lume s. STRUCTURAL ENGINEER 24 Ink Blaclt F1etailic only available in 9510 CRI, Lumens. 25 Slate Grey Metallic 8. CRI, Lumens LE & S dimming are only available 25 Slate Grey Metallic 8. CRI, Lumens ' LE & S dimming are only available DMWPV Our LED Pipe"" family of Cylinders provide architects and FEATURES 26 Espresso Metallic 27 Terra Metallic 8014 80 CRI, 14001m, 9010 90 CRI, 10001m in 120V. 3 LE, LH & P7 dirnming require the ceiling Our LED Pipe'" family of FEATURES cylinders provide architects and gg iM 26 Espresso Metallic 27 Terra Metallic 8014 30 CRt, 14001m, 9010 90 CRI, 10001m in 120V. 3 LE, LH & P1 dimming require the ceiling 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 lighting designers with almost Lumen output: 1000-1800 c us 28 Glimmer Gold 9510 95 CRI, 1o001m (Warm Dim)' canopy to be 6" in diameter & 3" deep, lighting designers with almost • Lumen output: 1000-1800 c us 28 Glimmer Gold 9510 95 CRI, 10001m (Warm Dim)' canopy to be 6" in diameter & 3" deep. 434.293.5171 limitless design • Damp location listed CC Custom Color 8018 80 CRI, 18001m Refer to dimensional data. limitless design possibilities. Damp location listed Intertek CC Custom Color 8018 80 CRI, 1800im Refer to dimensional data. possibilities. Intertek Whether you need light a space Single media ready 9014 90 CRI, 14001m » 3C ceiling canopy requires Whether you need light a space • Single media ready 9014 90 CRI, 14001m ' 3C ceiling canopy requires MEP ENGINEER with inaccessible ceilings, • Clear lens standard S. Reflector Finish C3-R-3CMP junction box mounting plate with inaccessible ceilings, • Clear lens standard 5, Reflector Finish C3-R-3CMP junction box mounting plate STAENGL ENGINEERING 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 LE Lutron Phase (1%)' - (can be provided separately). Must be installed with octagonal junction box disappear among the pipes • Extruded aluminium cylinder body and ducts of an open -ceiling • Machine aluminium components � • finishes 121 Nano White 23 Anthracite Metallic 24 ink Black Metallic 9. Dimming LE Lutron Phase (1%) -' LH Lutron Ecosystem (1%) 3 (can be provided separately). Must be installed with octagonal junction box to ceiling installation, Octagonal 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 design, focus attention on a Powder coated finishes 24 Ink Black Metallic ac LH Lutron Ecosystem (la;,)' prior to ceiling installation. Octagonal design, focus attention on a Powder coated -F` . /fi 9R prior 434.295.8105 specific architectural detail or • Color consistency within 3 SDCM �• Yana 25 Slate Grey Metallic P 0-10V Dimming (10%) junction box not included. r✓nanv`' specific architectural detail or • Color consistency within 3 SDCM 25 Slate Grey Metallic P 0-10V Dimming (10%) junction box not included. make a dramatic statement, you (MacAdam Ellipse) 26 Espresso Metallic P1 0-10V Dimming (1%) � make a dramatic statement, you (MacAdam Ellipse) lighting , L70 @ 50,000 hours 26 Espresso Metallic 27 Terra Metallic P1 Q-IQV Dimming (i%) (l0%)' 5 ELV Dimmin)(10 701 OWNER'S REPRESENTATIVE can solve almost any lighting problem with LED Pipe. L70 t� 50,000 hours DETAILS P.yE,?a._ �s <> z 27 Terra Metallic 28 Glimmer Gold CC IS ELV Dimming (10 0)' 10. Voltage can solve almost any asseMa�e prObIBt77 with a LED Pipe, o" 0 DETAILS s 28 Glimmer Gold CC Custom Color - - 10. Voltage MATTHEWS DEVELOPMENT COMPANY 434.972.7764 Custom Color 120 1120 z Trim Class: 3" 277 Trim Class: 3" 277 Category: Cylinder Category: Cylinder Shape: Round Shape: Round Mount Type: Surface ------------ - ---------- - Mount Type: Surface --- ----_------------- ----------------------------------------------- ------------------------------__ _ _-"_ C3S-LED-PIPE-3in-Surface-Cylinder-BRO-Specs • Subject to change without notice • REV 2019.03.29 • 1/6 ---------- ---------------- C3S-LED-PIPE-3in-Surface-Cylinder-BRO-Specs • Subject to change without notice • REV 2019.03,29 • 5/6 - -- ------ ----- --- -- C3S-LED-PIPE-31n-Surface-Cylinder-BRO-Specs • Subject to change without notice • REV 2019.0329 • 1/6 - -- ----------------------------- C3S-LED-PIPE-3in-Surface-Cylinder-BRO-Specs • Subject to change without notice • REV 2019.03,29 • 5/6 info@lic htheadedlic htin .com , www.li htheadecilic. ... J .! 9 g htln .com J 9 LIGHTHEADED" infoCwiic htheadedii htin com - www-lic htheadedii htin com _ J g g. J g g� ��.,, LIGHTHEADED" infolcblic htheadedli htin -om - www.lic htheadedii htin corn J 9 9�'- 3 g 9. l �' info,cPli htheadedli htin com - www,li htheadedlic htin_ .com 9 g 9� 9 .J U 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 P. 604.464.5644 T.1.800.464.9544 F. 604.464.0888 ;a P- 604.464.5644 T- 1.800.464.9544 F. 604.464.0888 " Description : C3S-R-6-24-21-B20-40-8018-S-120-5C TYPE: Description : -,� C3S-R-6-2A-21«B20-40-001H-S-1xii- C» --- TYPE: 5 3-. ., - ppescri gg'`'on . TYPE: faro ename: BELVEDERE SENIOR CENTER R "�,,.. 1 .�- .� _ peqcri #loll : ProjecsName: � 5 3- 0 - -0 ? 0 - 0 S& ) 68. BELVEDERE SENIOR CENTER 0�3 5 - _�-_ ��ffi - TYPE; Project Name: " , 3c J(}ifllf iiOi t Notes: BELVEDERE SENIOR CENTER SA-2 _0 Project Name: ri 1Cf#ifilf)i Hates: BELVEDERE SENIOR CENTER SA-2 Notes: GLAf?E SHIELD INCLUDED S$ ' _ c £t�itillilCil4 .._. 6 (tDominionHates: 8 ,.,....,.�.- z�s a Lai �... a T� Y .. s ° < a, Date--- ----- ---- ---- ---- F Type: , Z 0 LED LED ,��- ,.rr ,ssx� Firm Name: ��- �, 1 t YYi �^� andAccessories r-� [ h C+ Lu r tlnaire ar'd Accessories Use Item Number when orderingin North America tr > Project: -______ -.- ------____-- -_-._.__-._. Luminaire _.. ._._. _. _ eWGrazeQLXPowercore3000,r9°x9°BeamAng/e,1219mm(4ft) Item Number ... _ .. Item 12NC _ 523-000081-75 912400135267 - LU C3S I BrlCi elUX'{ Warm DIiT1rt31f1 C3Si BYICIrE'ii# 1 �%11c1r(it Dimming " 7 (! Surface Cylinder BR 9f Surface Cylinder BRO (Integral Driver) air 1 ... ...... Accessories __ ._ ... - In1round Enclosure, Outer Pox for 1219 mm (4 ft) luminaire ... _ _ _. - _ _ _ 12U-000190-07 _ - 912400133691 - Cn LLU m g In round Enclosure, Inner Box for 1219 mm (4 ft) luminaire 120-000190-06 91240_0133690 Leader Cable with Terminator,ULlcUL,3m(10ft) _ 108-000056-03 __- _ 910503704071 ________ -__.______ � '; a � Q = _ _ Leader Cabewit TerrninatxuL/cUL 1�2rn(50ft) _-- 108-000056-00 ._ ___ 910503703138_.___ Leader Cable with Terminator CE/PSE 3 m (10 ft)- 108 000056-04 910503704072 Project J Type ___-__ .._.__ _- . __ __ ____ ___ ---- ---- --_____-- _ -_ _-- -- ----_--- 0 e Leader Cable vaith Terminator, CE/PSE 152 m 50 ft 108-000056-01 910503704069 -N- jumper Cable, UL/cUL, End to End _ - ." . 108-000057 00 910503703139 Jumper Cable UL/cUL 305mm(1ft) ... _ ........ ....... ..-_ 108-00005703 910503704076 .... PYOCIUCt Code Jumper Cable,UL/cUL1.5m(aft) ................................. 108-000057-06 910503704079 _ Performance linear exterior LED wall grazing "°h Jumper Cable, UI /cUL 3 m (10 ft) - Jup CE/PSE erCable,rndtoEnd e __ _- - 108-000057.09 - 910503704082 108-000057-0i - 310003704074-- 1 2 3 4 5 6 7 8 9 10 11 12 a f 1 luminaires with solid white light �� > _r Cable, CE/P E, 305 mm (i ft) Jump -a ..-1-1-1-1-1-. Cable, CE/PSE 1 S (� ft} ....._ _ _. 108-000057 04 910503704077 __ __- 108 00 0057 07 910503704080 i �� ly Jumper m '108-00005T 10 910503704083 1. Trim 6. Module & Beam Spread 11. Mounting eW Graze QLX Powercore is perfect for applications Calling for a i ate' balance of cast and performance. Graze is a high-performance,+l , Jumper Cable, CE/PSE 3 rn (10 ft) Glare Shield, 1220 mm (4ft) - - - - _____- Mf ant n Arm, shirt, Gray ___ _.. 120 000081-03 - 910503700748 720-000207-03 912400135843__ _ _.__. _-- _...... ISSUE DATE 1/1 /1 1 3 a C3S 3" Surface B20 20° Beam 3C Small Canopy ", exterior linear luminaire designed to highlight architectural features Mountin Arm, Medium, Gra 120-000201 04 91240013�844 o .......__ Mountie Arm, Lon 120-000201-US 912400135845 2. Aperture B28 28' Seam B40 40° Beam 15C Large Canopy I wa ranging from surface textures and molding details to archways and r,. windows. Graze Essential White luminaries offer a single channel of Sias,- ,Gray - Graze QLX Powercore Symmetric Louver, 1270(4ft) .................. -- --- -- -_ 120-000202-07 912400135856 REV3 Maskin Shied, 1220 mm (4ft) 120-000203 03 912400135860 _ _ _. __ _.__ -_ _..- _. ____. ___._ _ R Round -- B55 55° Beam 12. Optional Media white light. Available in 2700 K, 3000 K, 3500 K, and 4000 K. Multiple ,4� REV 12/13/18 FIR Frosted fixture lengths, beam angles, output levels, and power consumption 3. Layout 7. Color Temperature HC Honeycomb levels support a large range of facade or surface illumination ,saila;a=` 6 6" Cylinder Length 27 2700K PF Perimeter Frosted applications. Low -profile housing, connectorized cabling, a universal REV 5 1/10/19 aaaaa 30 3000K SL Softening power input range, and direct line voltage operation make Graze 3aaa3ala'la:l: 4. Finish 35 3500K luminaires easy to install and operate. 21 Nano White 40 4000K Notes GAS LINE REV. 1/28/19 23 Anthracite Metallic 3018 3000-1800K (Warm Dim)' 13018 warm dim color temperature is 24 ink Black Metallic only available in 9510 CRI, Lurnens. - 25 Slate Grey Metallic 8. CRI, Lumens 2 LE & 5 dimming are only available • Tailor light output to specific applications -Available in four • Graze provides years of reliable use under rugged REV 7 4/18119 Our LED Pipe" family of FEATURES 26 Espresso Metallic 8014 30 CRI, 14001m, in 120V. standard lengths (1 ft, 2 ft, 3 ft, and 4 ft), four performance conditions. Graze raises reliability even further with more cylinders provide architects and 27 Terra Metallic 9010 90 CRI, 1000irri LE, LH & P1 dimming require the ceiling levels (MX, QLX, QLX 5W, and EC), and six standard 9° x 9°, protection from corrosion by meeting ASTM 13117 standard x 60°, 15° x 30°, 30° x 60°, 60° x 30°, and 94° x 90° (EC and ANSI 1fw standard with vibration rating, 10'lighting designers with almost Lumen output: 1000-1800 c us 28 Glimmer Gold 9510 95 cRL 1000I1(Warm Dim)' canopy to be 6" in diameter & 3" deep. only) beam angles. and elimination of water pooling on the lens. only) anon a e e le REV 8 6/6/19 limitless design possibilities. Damp location listed Intertek CC Custom Color 18018 ao cRl, leQolm Refer to dimensional data. Whether you need light a space • Single media ready 9014 90 CRI, 14001m ' 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 REV 6127/19 disappear among the pipes and ducts of an open -ceiling Extruded aluminium cylinder body • Machine aluminium components aN.,* ° �9 v 21 Nano whit 23 Anthracite Metallic 9. Dimming LE Lutron Phase (l%)" (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 iColor Keypad, and ColorDjal Pro -as well as third -party with a choice of three accessories: mounting arm, masking controllers. shield, and louver. Mounting arrn available in three design, focus attention on a • Powder coated finishes m 24 Ink Black Metallic LH Lutron Ecosystem (1%)' prior to ceiling installation. Octagonal graze REV 10 11/8/19 specific architectural detail or Color consistency within 3 SDCM �R"°�0." 25 Slate Grey Metallic P 0-10V Dimming (10%) junction box not included. sizes and three colors (black, white, and gray), and masking • Convenient push -and -click connectors let you easily and make a dramatic statement, you (MacAdam Ellipse) 26 Espresso Metallic P1 0-10v Dimming 01 /) = shield available in four lengths (1 ft, 2 ft, 3 ft, and 4 ft). rapidly install Leader Cables and Jumper Cables. Constant can solve almost any fighting problem with a LED Pipe- L70 ici� 50,000 hours Q, EMs`a 27 Tatra Metallic 28 Glimmer Gold 5 ELV Dimming <10%) •Integrates patented Powercore technology that controls torque locking hinges offer simple and consistent position from various angles. power output to luminaires directly from line voltage - REV 11 1/20120control DETAIL: CC Custom Color 10. Voltage rapidly, efficiently, and accurately, The Color Kinetics Data For detailed product information, please refer to the eW Graze o` 120 1 Enabler Pro merges line voltage with control data and QLX Powercore Product Guide at xtvww.colorkinetics.com/Is/ REV 12 2/5/20 Trim Class: 3" 277 delivers them to luminaires over a single Standard cable, essentialwhite/ewgrazeglxpowercore/ dramatically simplifying installation and lowering total Category: Cylinder system cost. Shape: Round Mount Type: Surface LIGHTING CUT ® SHEET C3S-LED-PIPE-3in-Surface-Cylinder-BRO-Specs • Subject to change without notice • REV 2019.03.29 -1/6 ___--------------- - ------- ---- --____-----__.- C3S-LED-PIPE-3in-surface-Cylinder-BRO-Specs • Subject to change without notice • REV 2019.03.29 • S/6 - 6/6/2019 infpd)lightheadedlighting"corn , www.ligl-itheaJedlighting.corn LIGHTHEADED"«• info@iightheadedlighting.com - www.lightheadedlighting.com �� COLORKIi ETOCS P. 604.464.5644 T.1.800.464.9544 F. 604.464.0888 P. 604.464.5644 7- 1.800.464.9544 F, 604.464.08$8 Lo I—, r C :�,,,: : �, Description : 109-000036-00 TYPE: Description : 109-000036-00 TYPE: ^__ Project Name: BELVEDERE SENIOR CENTER - Project Name: BELVEDERE SENIOR CENTER old t�rxlinion Notes: SB Old Dominion Notes: SE3 ®®®® SPECIFICATION SHEET PAGE:1 OF 3 SPECIFICATION SHEET PAGE:3 OF 3 re n Ili REOf1�NCiULAi Project name: BELVEDERE SENIOR CENTER RECTANGULAR Project name: BELVEDERE SENIOR CENTER 7. Type: r1�z Type: a 9 Date: I ORDERING INFO f.... RESET,w.. - --- Type: ; u 0 < r ---------- --- -- - - Firm Name: __ __ �_,_,�..,,. __._._..___. 1� a t t 1 V u 1 I t t�..1e 1 s Use Item Number when ordering in North America. I I .9f.�%VAJ - J � S-�.x:. BA - ---_ • a • (n ar z'T fl Project:. 3�:t'n ,',� - _ -. __...._._.,_.._.-....__. ---- . ._._._._. ._..... f s-� r. d € 0 � � ' _ DimmingModule _ Irern Number ............. ......._..._.... tern 12N+"........................ adt;dl, az. a2 t x t �d� aps ^+5{f ra-:. xr 9;I` ,?a 3 3 i 3 ajaai { Sk _.%}�. d3 aaalda"F tji it1,'' •'sg °iran4 a,C, <f, `.:5t1, 'a,:.=,= rlfs. °: T£ttal„x�f=a ' „g, a „' , i MODEL MOU�iTING cLECrRiCAL !FINISH �m__�_ ��, —___�_ __ ____-- 5 ® M I- 9 19124001359163 DM 10000 10 V ELV Dimmer UL 09 000036 00 f � -..,, l MODEL. MOUNTINGELECTRICAL FINISH ,�Ik ... _­_­­­.1 ._.....-'-------'---._ ._..._.._._.I.. ._-'-'_.._..-' _.._1_-. _.-_.. ._.___.... _. __ -._ .-_.._....-._..............._. ... .._._._._._------ .._..._'-.--.._._....... _. __-__.-._.._. .-.............. ...._....__._._._.. l . j i .3Ii00N - 4QOOK, Asymmetrical J# a Surface mounted @ REM - 24V remote power supply 0 01 -White ARCHITECT 9�<� x rI'. Nst' § r~ with Jbox 0 S.300OW - 3000K, Asymmetrical 0 1� e Aluminum gray BUSHMAN DREYFUS ARCHITECTS, PC XiI �"If�`,��ii.3i}05 fir"1a �, 4000K, Symmetrical f Black ` (' 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 £?'n 9'�,$ 'i93'iTZ I`,, ', I � y y mmetricat S rornetrka!434.295.1936 0 .3005W - 3000K, Symmetrical I `As ------------------------- ---------------------- Surface slim floodlight projector, can be used as direct or SENIOR CENTER DESIGN CONSULTANT indirect light and available with asymmetric and symmetric LIFESPAN DESIGN STUDIO, LLG DIMMING MODULE reflector. z_ 554 BAXTER ROAD I� i Extend compatibility l l�l d C yC3Ul" t -( IiYltlic �3lP L16minaire characteristics: 90` REMOTE POWER SUPPLY OPTION (TO BE ORDERED SEPARATELY) Requirement for fixture: 11W, 24VDCI. LOVELAND, OH 45140 k,, 5�r�averinpUt:12.5W one (1) 513.444.4877 luminaires with architectural ®-10 V it'i ' Lumens:6931mto765€m(delivered) _1 1'/a' \ \,I ('� 0 4551-0024-080-120-LT Luminaire efficacy: 55 lm/W to 61 ImIW (34mm) 0 4548-0024-025-UNV-ND LANDSCAPE ARCHITECT dimmers i,Flr- ----- -- --------_...-- --- - - --.. .__._ .__- _ . 4%' I _ _I Source: White LED, (LM-80tested). (114mm} - - W w,, a-- I 444t3-0024-060-UNV-ND �j 444-0024-150-UNV§%-D"j0 PRAY DESIGN ASSOCIATES DM-1000 takes the guesswork Out of choosing a 0-10 V dimmer `i000K: 90CRL 0 4545-0024-075-UNV-ND 0 4546-0024-200-2C-UNV-ND 1012 WILDMERE PL for your ELV-dimmable EssentialWhite and EssentialColor t1+1 400QK: 90CRi. .... E � 9o° CHARLOTTESVILLE, VA 22901 luminaires from Color Kinetics. Using virtually any industry Lumen maintenance: >70%of initial lumens at50000hours(L70) � 434.242.7642 �`i standard 0-10 V dimming control, DM-1000 ensures flicker- 1 F LM=19 tested. �r{ free dimming of our luminaires. An onboard trim adjustment r�ri '1. 0 y j tit t `` ` : __ __._ _ _ ___ Optics: Asymmetrial or symmetrical flood optic. CIVIL ENGINEER allows instant configuration, and a test button confirms proper SIDE VIEW TlNitvlONS GROUP functioningOf Our devices, eliminatingCOStI and time y y Material:�TE �WER D��Y OPTIONS 608 PRESTON AVE, SUITE 200 Consuming reinstallation. Body: Die-cast aluminum. (TO BE ORDERED SEPARATELY CHARLOTTESVILLE, VA22903 Reflector: 99.98% pure anodized aluminum. 434.327.1688 Diffuser: toughened glass. - - - I l Min- Max distance 1 Watts Voltage Rated Dimming protocol Box dimensions Code Hardware: Stainless steel screws and silicone gaskets. - -� -i Max 18AWG STRUCTURAL ENGINEER Smooth, flicker -free dimming-DM-1000 ensures the best possible • simple configuration -An onboard trim control allows you to define 5„ _ 5Y6" Electrical: Sae remote power supply options on page 3. (127mm} , 1 i - -- ; -- _ ..-.-.- ....................-- . _ _._......-----... ----- -...._. --------- ------ i j DMWPV dimmingperformance of EssentialWhite and Essent€alColor the lowest desired intensity level, Sim { set your dimmer to its P Y Simply y -- (130mm} '> , ! 7" X 5" X 3° 25 1-2 12Q-L77V Outdoor None t 20ft (6m) 4548-0024-025-UNV-ND 110 THIRD STREET NE luminaires from Color Kinetics even at verylove intensity levels. lowest d ' h r r ty t a lust t e trim level, rid you're done. Mounting: Install on a standard 4" jonetion box or in ground or .______ _� - 178 X 127 X 76mm } j i { j CHARLOTTESVILLE, VA 22902 - Expanded compatibility with industry standard 0-10 V dimmers- Supports up to 1,000 VA of power output-DPA-1000 can handle up _.. on pole, using accessories. �._._.. _- ...._......._ ., ;..__._._.. ._._.___.,.__ ._. ..._.___._ ., . }. _.. -. .......... ........._._-_. _. .._._._._._._ .._._..___ . i ._.-._.-__._ ... _.__.__. __._..............434.293.5171 DM-1000 expands compatibility of EssentialWhite and EssentialColor to 450 VA at 120 VAC or up to 1,000 VA at 277 VAC. ' _ ._..... . ........._._._..... __ . _......._.... --- 8'/,+, Finish: White or Aluminum gray. i l I 10" X 8" X 4" l 1 60 j 2-5 120-277V Indoor i None l 30ft (9m) 4448-0024-060-UNV-ND ELV-dirnmab€e luminaires to virtual] an architectural 0-10 V source. y y -Integrated test button-DM-1000 features an onboard button for ( 3mm) - - 22 l , (254 X 203 X 102mm) MEP ENGINEER So whether you're buying a new dimmer or using one you've already testing LED luminaires that are attached to the dimming module. installed, you can be sure it won't make your luminaires flicker. - Wei ht: 3.11€bs 1.4k g ( 9) I i--------------------I----------------------------------------------------------------------------------------------- STAENGL ENGINEERING Press this button to instantly dim attached luminaires, confirming BOTTOM VIEW 11" X 3" X 2" 1159 CROZET AVENUE, SUITE A Affordable and attractive -Enclosed in a sleek aluminium housing,that our devices are vvorkin ust as au ex uect them to. Press Y gl Y i DM-1000 is a cost-effective solution that ensures smooth dimminr• o the button again, and your luminaires resume normal operation. Warrant 5 year limited warrant Y Y ---- ---- ---- - 75 1-6 12q-277V Outdoor Plane (279 X 75 X 51mm) 20ft (6m) 4545 gg24-075-UNV-ND CROZET, VA 22932 434 295 8105 of your ELV-dimmable luminaires. An onboard indicator LED provides visual confirmation of normal operation, Certification: cULus listed for wet location.-1 ------------------------------- ---- - - ----- ----- Leading and 9 - • Easy installation -A hinged ntounting plate, springloaded terminal P Ratings: IP65, IK09 1-7 80 E 120V ; for Outdoor I 1 trailing edge 14" X 5" X 2" 30ft (9m) 4551-0024-080-120-LTE OWNER'S REPRESENTATIVE block connector, and integrated flying leads allow for quick and For more information, lease refer to P (3-7 DIM} , {ELV and TRIAC) (356 X 127 X 51 min} I MATTHEWS DEVELOPMENT COMPANY simple installation on a standard 4 inch square junction box. 0-10 wonra.colorkinetics.com/Is/pds/dm-1000/ l --- - ._._r I _... _.._..- ._._._._ .._....----_ _._._. ._._._._._ ._._.__ _-_--_---_- _._._._ I _._---._.__._--_-_._._._ _._._._.---_..__-._--__ 434.972.7764 V control wires can be connected to DM-1000 in a Class I or Class It i i electrical configuration. i 150 1-13 120-277V I i_..._ _...... Indoor _...... ...I. 0-10V - - 10" X 8" X 4'° (254 X 203 X 102mm) 25ft (T5m) i 4448-0024-150-UNV-D10 - - . I 1-9 200 Per channel 120-277V 18} Outdoor None 12" X 5" X 2" (305 X 127 X 51mm} 30ft (9m) Per channel 14546-0024-200-2C-UNV-ND (Max ------ ---_ ---__._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 Boul. St -Laurent, suite 100, Montreal (Quebec) 9320 Boui. St -Laurent, suite 100, P,riontreal (Quebec) y CAI C'�-%LORKI TI G us Canada H2N 1 N7 SISNTE—MALUXP.:514.523.1339 F.:514.525.6107SI.STEMALUX C L us Canada H2N 1 N7 P.:514.523.1339 F.:514-525.6107 Description : S609ON-14B TYPE: _ _v_ WV.v.sistemalux.Com Description : S609ON--14B TYPE: '�_ Project Name: BELVEDERE SENIOR CENTER ,�-_ Project Name: BELVEDERE SENIOR CENTER Oil 00mi ion Notes: SF � - _ bld Dominion Notes: SF 1 i� I SPECIFICATION SHEET PAGE:1 OF IT SPECIFICATION SHEET PAGE:3OF3 ,..a k.,-e. i,.pn'6r,p .,Eh, > F - E P SENIOR til G - S E` R RECTANGULAR Project name: �+Ef-'v E�r�l-aE '.al-f kl�r� .�_t f"ir-.r� it��iAh]�t.iLA�AFt Project name; BELVEDERE Sf,•,r 311�sR r�,EN f ER rw Type: Type: 'r� LJ � -- —_ —..-- ____..__ .... x 1 r„'a N is .k I RESET tIt i_ `" ORDERING INFO _...." ."""'I Z m a e� �. 4 E3` n LINK Type: SPECIFICATION SHEET �I�I IC�� Type: SPECIFICATION SHEET �- 0 BOLLARD Project: Page: Iof4 BOLLARD Project: Page:4 u(4 r % 3dd. z a<t � , E$+* ")e?d I,r£ztt'd�{3 £Pa�ax r .,' PE t ta` 3:F j33 } � ...- � '=g3v3€ jd,dla `� MODEL MOUNTING ELECTRICAL FINISH - ` / uJ — — — Collection Of bollards for exterior commercial and Institutional applications. MOUNTING (TO BE ORDERED SEPARATELY) z Exceptional European build quality with high corrosion resistant finish. Robust marine - _ ,,r. ' MODEL MOUNTING ELECTRICAL_ FINISH CO ? grade die-cast alurinum construction with stainless steel fasteners and factory sealed micro -prismatic lass diffuser. P 9 ❑ 5.6309 - Flange with stainless steel screws 2 c for Mini Blinker Bollard (5-6050190) " �d;': drjl'' �' 9.3000N - 4000K, As mmetrica€ JB - Surface mounted REIN - 24 / remote ower su ( 01 =White O Y t P supply with Jbox 1 , s 0 .300OW - 30o0K, Asymmetrical 0 14 - Aluminum gray _J 4°/<" x H: 6%' 11 O 119mm x H: 164mm k •� ( ) _ � I 0 .3005N a 4000K, Symmetrical 3_d ' HI Color Black y (ro be instaiPed Iry concrete) Asymmetrical ---- 5ymnletrfcal __— -_— _ .3005 3flQOK, Symmetrical U I V, Lumina€re characteristics: (11 Power input: 17 to 34.5W Lumens: 280 to 8251m for 3000K, 90CRI [J S.5310 -Flange with stainless steel screws r , Surface slim floodlight projector, Can be used as direct or indirect light and available with asymmetric ( ) for Mega Blinker Bollard S.6040 ( } 9 Y and symmetric Lumina€re efficacy: 16 to 24IrnM 0 7'l 'yx FI: 7%" reflector. s r=£d ,. c -- ? n Source: LED modLlle (LM-79 tested} 300QK 90CRl, (O180mm x 200mm) (To be Inslailed in concrete) Ltlminalf8 CilBraCterl$tICS: REMOTE POWER SUPPLY OPTION (TO BE ORDERED SEPARATELY) Requirement for fixture: 11 W, �a �;� �:F° : H.y Power input: 12.5 N 90, one (1) 24VDC 400OK : 90CRI. � ry wo lx,g "4" Lumen maims nonce: >l0°la of initial lumens at 50 000 hours L70 aaaaaaaafaaa aaaaaaaa f-r�rJ�Jft - ra It�ff aif�,r raf,aaaa,�,aft oaf raa ar ,r, Jfff f r� ( ) rl`ri`€`,Kati#itrfzr%#r<`uz�<3�i%`yfjrrrttt�z 3V Lumens: 693 lm to 765 Inv {delivered) - - - 1 " � Luminaire efficacy: 55 Im1W to 61 lmfW (34mm)} 4540-0024-®5-11N11aND �� 4551z00-000-10-LT ISSUE DATE `l's��dir�sx°3i r1�� (Ltvt80 tested}. 1t ; 1 f l 4 ff ! L frl,i'ily, 4 dir z ., L (, f f fiSi4 f, , ,, if ,:f f f;fti',�'I { 11 (�1t13€ijli(,I1i4IlItfrf, i;-jli�j(g( j(jjj[�il (iji�i�(;It,=, t{f,�I jt,�,tf1,10 ----------------------------- ----- --------------------------- �(iihl'ili� �I��1,,I�1 _ _ _ 4W' ---- �------� � -- �-- - ------------- �------ ----- __ __ _ _ � - 4 m 24-660-UN 4448-0024-15 1 Q 448 0® V�ND 0 UNV�D 0 i, l�l��Itli�lll'''I'�'s'Il+firrli'll'l1l33lllfilet{�i',llairj�lrli iiit ll O tics. Accent light. rr r rt r r+ rr r r r p tJ,ft (f a - - - Source: White LED, (LM-80tested). (114mm) ,_ - - _ - ►_ 3oQQlc 9ocRL % 0 4545-0024-675-UNV-ND O 4546-0024-200-2C-UNV-ND REV3 11/13/18 ¢¢s af$I'll i rr da adJJi iii { l ija,f`t izadd a,J iJ ill `r i Material: Body: Die-cast aluminum 4000K: 90CRI. ' 90, " REV 4 12/13/18 111l Elf€_t€ii hii`tl + t;' ' Ref[eetor: 99.98/a pure anodized aluminum ,, r i' Ii Irlrti i a111,11111-I� ; i a i i t ` Diffuser: 4mm thick acid etched tempered glass Tl 'ar Hardware: Stainless steel screws and silicone fi3 S� Oi1DCR1idG INFO Lumen maintenance: >70°� ofinitfallumens at5Q000hctirs(L70} LM 79teSted. �' f gaskets. n Optics: A symr etr'al or Syn etrical flood optic SIDE VIEW i--- e,,+=f"..", � .. Mounting: install with flange accessory or fasten to ground. z 2r _____._ _' .__ rXTbRE --- ------ -im -i-- - - -- --- ------ -- Material: � U I�0 R REMOTE �Y ®RTICii�S REV 5 1/10/19 -, . ,,, --. -- Electrical: Integral high Off€CIG'nC electronic ower su I J 3 YP supply, Bad Die-cast aluminum. Y (TO $E ORDERED SEPARATELY) 1 28 19 GAS LINE REV. ! / ..._. rated at 50 000 hours 120 277 l 9.98 Reflectar.9 to ureanodizedaluminu -------- 1­___­­_­­_­­.­ _._ ._._-__.___.___-... . __ .__...... -.._.-.__-_.__.____._----.__- _....- h: Aluminum gray r r Burnished bronze. . Finish: Burn, ed b e 2,2id d. dhddh{d A„ :: SS ,rdd, dddd.,d. s: is-. ,.,3,. s 9 Y „ 3. - --------- --- - £££,£..£a., -- _ _-._-_-._ __ ----_ -_. _.-_.-_--_ _- --_- .-rf 2td'#d�1i� ld��?� FVF,,F.. -I'r3%,�,� w „ ,,, 7.3 to 30.2Ibs 3. Wel ht. 3 to 13 7k eds, >„>, a:z:ardd ni fr s,.,z„.alf ,,, , 2 s..a g ( y) �r EL # MOtO S = 3 i t+ Ilnk,r of r r Bollard Mrni Blinker Bollard :13/= .; Ivl nl:8 B. lad ,31 fz Ike aBi riles g :', �%r'. ,::�:'. ?.: '.; ': .;:�:: : '.x,60 :- 04flh .�-?.Si6096W - 3000K:': 60.40 ::.'-3000K sPii)`Ili(::.. 3 '::E .... aN Dlffu�er. tou hened class. -___..-_-._-. ____ _ 9 J _ b _ .__. __ ......__ ''', Hardware. Stainless st el scr w rid sill n k t . e e a a Ca e aS a 5 9 I i _ , " r. i r_'- _.. 5%" P I i Electrical. S l Min-Max distance Watts E Vo Rated Dimmin rotocol Box dimensions Code age It g P M X a 18AWG t__. .__�._ ___._ _ - __ __ _ r - I E li .:. ,b, .....,, =F - -- ------ --- y, z . „f----------------------- --- ------------------------------------ s i arz,i°z' j ..ate 3 .,..... .- Izzz r r rrs1 ar,, xz q rr %a,�.::,�.:::, Warrant eariimitedwarrant Y Y Y .. .... ...... ... .,::.: ...., -:.: :. :. :. :... ..:... .1 ,::: .::::: .::: ... - 5.6 5 ..:40 0 .:;: ::: .60 ON z.4D 4K:61140--:4tJ OK O RN_. o K 8 .._ 4 N ._ Q e remote ower su o tuns on a e P PRY R P 9 127mm 3 ( ) 130mnt _.........t l' -_ ( ) I I 1 1I ; I 7 X5 X3 t_ 25 1-2 1_0 _77V i Outdoor None 2Qft 6m 4548 Q024-025 UN l ND ' ( } 4 1 1 REV 7 / 8/ 9 zr az,zz.nz zr(; ra z'z r z<iiraat ('RM ,r tt E f<f,gs€xs ,s�r{rlir;,zz ap(a, ;; tt(, r a Y,, aair{k'------- ----- --------------------------------------------------------- ..... �:. .... :.:::.. .::,::: .:.;.,. .,: ... Mounting. Install on a standard 4 jonction box or in round Or ..__._.__._._: g 178 X 127 X 76mm { }, I r oaf?;:, froffftff-st t rrsr-.,rafa if.LffiJCJ S r:.' ,, ., ,„r,. x r f f r £sfff €eja4vfclxsxsx[ {a r t z a t f'f f s. r r r , ;f;f„r,•f,f•;fnr tE IP65 IK06 1, ( ts j [ s, ; ,r„r ,r Ratings: i{!!((11 yy{{ t{{Ett ( 2,,.. 1.=. ({s.(4 +t{}it(q}. 7}4 4! 7.ai.{ti..11 ................. _._..,_ ......... .... .............. ......_.... ................ .............. ......... ......... ........ afytlllEElII.id��l7irjll�Ilt1(4t,i,E,EE tyz a4l4ili}fljtl:kli Ea i�iiili%lij(iEEil. t... ,; .__. :,,":. :::.: :::: ..::.::. .___. ::: :,..: T ELG RtCAL .__ : ::: ,,.,:. ,::.: :. .., ......., .___ ._.. ,. .._._. on ale, using accessories. p 9 ... ........ --__._ .... ......... _._._._. -_ s r<p , I- -- r I I I ' 1 /1 REV 8 6/6 9 I'llrtrtttr ,.,..tl,as r....... rr.rt,:x .., -thf,zl , eULus listed for Wet location }}.agf <.<..�tdaf. <s ..�aa,j,:<am:.„s.,,<..; Certificatron, ggggyey 1.. fli q792iJfjKF '. :£Itfllil{£Fi fF SSh�ff{hj�FFil}L aPA1i.. U' '"L U�y' +i k �, a qqp� i� p��/ ,f�ry�y 1.4:Jx' 12UV :'ICY ":1L.i•'-L:77'V .:.: .•. Fmish.WhltearAlumlrturn ra g y (223n,m) 6 2 2 or Non 30ft m 4448 0024 060 UN 0 5 1 0 277V Indo e (254 X 203 X 102mm) (� ) i ,: r�� r i rzie i i i:'i,ii i i,,...".. rail%iQi,'i,',,af , i,i - i ,llf e { t # i l �, �11'E t F i i; t ` I € € ,i, ,. -.., FtNlSFillf1.1. Weight 3 111bs (1 4ky}. --- - j 27 1 REV 9 6/ / 9 >.; 'z €1a1 Id rr ; . _ j] :4 - A(amtrJum dray 'j 20 - Bu pish�d brorue Warranty: 5 year €invited warranty. BOTTOM VIEW I 11" X 3" X 2" 75 i 1-6 120-277V Outdoor None 2Qft 6m l 4645-0024-075-UNV-ND {279 X 75 X 51 m} ( } - m 1 '• - i1 a aids ,. �," l '120V only available ror klega Blinker. - -- CG'rtlflCatiQn: CULUs listed fat NJet €ocation. -- - --- - -- - I 1 REV 10 11/8/19 f__--_.F---- j -----. - ..._.-- ---- -- -- ----- -T , Leading and ' 1 7 l 1 20 20 REV 11 / / f a f f f 5£ Id���ta d d std d f yrtrslai 5tI stla t t f f f f f fa and n szs at t td'£s?aJ',i y% i i tIrs,£E£i ittIX,','?fd d£Ittlltlas Ratings: IP65, tK09 80 120V Outdoor trailin edge e 14" X 5" X 2" J (3-7 for DIM) ( r 4551 0024 Q80-120 LTE (ELV and TRIAC} (356 X 127 X 51mm) 30ft (9m} l fii'aI=£at=I£I=)dE fr f £ d r fit t f�£o �x4a ,F.-i .I. gll, d a x g� Da I1d ,�y x ^'z%azr,_r rza a axirr £ „3 da zt zz`=z �, v eKio, , 1qi, X a,E X 4ia i— 1 150 1-13 120-277V Indoor 0-10V 25ft (7.5m) I 4448-0024-150-UNV-D10 REV 12 2/5/20 � f` {tzt{Siif `" 1 ; I (254 X 203 X 102mm) rrf r fftf{r:rafa,lrjalxafaf{J9fa'� , r .( Iffl f flit 4{ lz / f aS�xrft(f(i f ''t t,f,f{• a !�j ff k rrtrffrras f fs f s,Itn,ra rfrY„r E : i r jx?q)a, ... ,aa .. , :f ar .. )h1;i11�}}i��i�if�(h�ll��iijl `a E ErE,i l`f ilailiil 'lE aIt iilit(ll#}€11111i1 1..__. ,.-. _...._... .........: _... �. ..........._ ................ .. I'll �x f f j tJ',J #; ;I ry , 1� �,19. ... ii`iEr, fli tt t t `tl E, 1-9 I 12" X 5" X 2" 30ft (9m) I 1 200 Per channel 920-277V Outdoor None 14546-0024-200-2C-UNV NDI (305 X 127 X 51mm} Per channel I I (Max 18) t lls� - - __. _ -_-_ . _._ ___ -- _ i __1_ -_-- - *The IGHTING CUT total power of all connected cted luminaires may not be higher than the power of the driver. �uy �SaJ��� ,,,,,, ..� 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 6/61�019 PP - RO Last update: August 23, 2013 Due to continuous improvements, the infwnat:an herein may be changed �mthout notice PP - RO Last update: August 23, 2018 Due to continuous improvements, the information herein may be changed without notice 9320 Soul. St -Laurent, suite 100, Montreal (Quebec) SIM` T.MALUX C@ US Canada H2N 1 N7 P.: 514.523.1339 F.: 514.525.6107 9320 Bat 1. St -Laurent, suite 100, MontreaE (Quebec) C � s Canada H2N 1 N7 ® P.: 514.523.1339 F.: 514.525.6107 ('t r7-T7'i UX 9320 BouL St -Laurent, suite 100, Mo,ltreal (Quebec} Canada H2N 1N7, P.: 5t4.523.i333 F.: 574.525.0107 w'rrw.si;ternalux.coin SI ,-ALUX 9320 3cul. St -Laurent, suite 100, rdcntrea; (C2uetrs:} Canaria H2t`! tN7, P.: 514.623.1339 F.: 514.525.6107 vrrsv.sistemaiux.cem .h�.Ja ,S 1 �E wtiwr,sistemalux,com www.sistemafux.com I I — Ezmui C � f, a �v 11 L I if� . -­1% � , �,� cl�lt) C:= = /,O� , = "_ =n>- C-,-J 1-1--1 == P11= � cl==i = �. ,�- - , ______ -'---------- - . I . . I ---- 11 I Description : NT872R-L2W12r1 TYPE: - � - Description: � NT872R-L2W12r1 TYPE: - , . Description : CL313-L56W10 TYPE: � _�. Description: ECF-S-64L-900-CW-G2-AR-3-UNV-HIS TYPE: , -1� ­4!?_��,­ Project Name: BELVEDERE SENIOR CENTER ­�� '1_ Project Name: BELVEDERE SENIOR CENTER - ­"f I �1_11 _ 6 _1 1­ BELVEDERE SENIOR CENTER __ Project Name: BELVEDERE SENIOR CENTER , , " 1.14I� Project Name: I ��,qtrl­ B ­i��­ SITE C SITE F 11L 0 - ­ Notes- SITE B , I Notes: SITE tes: !�f Old Dominion Notes: :) :3 Old Dominion k, , , r, tju�,, Al,,,,,l,;j�!�, � 0 ,z?L) Old Dominior Old Dominion N " � �", L :11 ' 1,;��ii,rg,­,,,�,,, 'u, , �� , J i�,' , I I �'� b ­,.,", "k ,,-,C�L�,,,,, ;� ,,,Ivif Aal,<,,'��_,-ri-,l-, - 'i?'j'r, s A, , U), U�11 , k lil ) � 11 - U, T. W n - 0 Ig 0 I I .. 1. I I I I a 0� - _­­ � 1-1-L.I..- ___ - � ...... .. I ____ - _1_­_­_1__.._11.1..... X " - 0 A w> 1 1141 9 1 140, Z , r, ,,, I I 'T011j, M""'W", g,gp,�,%; 1�1­ I ­ 0 �2 ", � Na, "I'll, I e � 0 U 9 I 11-1 1% A 0 L - a 0 0Z 11 , 0 X2 11��,­ Z&1%U9ffNilMN9Mr9W§�M fffffam 2=101 - 1:,, in I � 'L" I NT854R/1NT872RSERIES 1SERJES CL313/CL313XL/CL323SEPlES � I I , 11 __1 � � V I I I iii ";::::::, 0 LUMINIS.. NAUTILUX - LED NAUTILUX - LED LumiSTIK - LED Ile �=,=Z,-70 -1 ­173 10191,111, IN11 ,�!', ,,,l M) , " //- 0 = "" , , IN/ 1 i � � ,�� RE � I— , , I IN , �::,,� �_ , I I 1111111 I - I - IN - "c' 14�e_ i 01 - '11'f fg �, � , , " C7 "il- , �:� OF" .,�imw Recessed � 1 7; TYPICAL PHOTOMETRY SUMMARY ­ _. � .1 .1 TYPE: ­­­ .. .. ...... . .... . ......... L .. .. ... ... ... ... ... ... ... ... ................................................................ � ........ � .......... - - . ...... � ............ ­­­­­­ ..................................... � ....... ... � 0 1 1 I L i __ QUANTITY: - PROJECT: _____ --- _ ____ ------ ------,----.- TYPICAL PHOTOMETRY SUMMARY 1-1-1-1- ............. � ... .. ... ... L .. ............ � ................... -L ............ . .... -1-1-1 ..... .... ___ ­111-1-1-1-1-1-1 . ... .. 11.1 ................ � .......... � ... � ............... � ..... � .... L ..................... .. " IN113-11-1 I I ICATALOGr I o .."I.I... ----------------------- - Descriptive Information ARCHITECT - Gardoo 1 NUMBER: [ ... ... ... ... ... L . . . ...... . ....... E .... . . .. . -._-.--IF ... .. __. . ..... 11--__. 17::::�li,-,--..-.-..-.][::::�ll.--..-"I 11 I I 411 NTS54R-L3W]2 IMEcoForm Gen-2 combines economy with performance in an LED area F-1- I L -, fiu.i I ­_1_1­__­­1_­_1 ------ 1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-.. BUSHMAN DREYFUS ARCHITECTS, PC I FIXTURE WATTAGE VOLTAGE FINISH OPTION OPTION OPTION OPTION L "I ,�, __,"'t Total Lms: XXXX Lumens furninaiire. Capable of delivering up to 26,400 lumens or more in a compact, low LvC i'�! L L� V� ". ,. , i . I.. I L I ", I ILI Total Input Watts: X W ----,--- ,-,---L------------ 820-B EAST HIGH STREET , I : I . ��,.,. 11 ' prof ite LED luminaire, EcoForm offers a new level of customer value. EcoForrn (""I L I :.. I � i" " I . , I . , : il Source: LED CHARLOTTESVILLE, VA 22902 ­ 1.�� ­1 I , ,,� L­­­­_­ ..... . ....... . . . ................ . . . . . ...................... . ....... . . . . . ­ :, , '' t­­, Efficacy: XXX LUFTIWIS/Watt features an innovative retrofit arm kit, simplifying site conversions to LED by , , , � ,r'�,_ NT854P I �:, 'L , f,"' "�,� L] �' 1 BUG: BX-UX-GX eliminating the need to drill additional holes in most existing poles. Integral ­. 434.295.1936 1 1 11.,,, �,� LL '" - 1. ­ I I'll 1­1­11.1­111 ''I'll'' , ,1:1: I- Galvanized steel wall recessed housing wilh ­­­­­­­­­ I—- I-- � - � � ­ - � � ­­­ - . � I -w­ / , ,,�,,] :�, CCT/CFd:4000K/80 control systems available for further energy savings. Includes Service Tag, our L.� ­ .11"" -i �.,�,Y: , , I w , � �, ! �, I 11, I 11.%,�?e - ­1 I � ��:�.�;�;� inn,gral connection boxand a set of 18'Ig � % 11-1-1111-, "I - Candela; XXX ­ ­­.­­......___, � - ­_. �;.w.... I ,I ,. J axIMUM SENIOR CENTER DESIGN CONSULT : ..... � ....... ,,��., .... I I ­ - 1 (4-57) adjustable rnisuriting bars. ) innovative way to provide assistance throughout the life of the product. i,ioto�: �r . :: �L . :::;Ll 'J . I .. : .... ­.?%'. I - - - 2 2- Cast alurninurn enclosed housing, - LIFESPAN DESIGN STUDI , : : , �,:, ; 3- Silicone gasket with inernory retention Please visit our web site www.lurnini5.c:orn for complete I.E.S. formatted download data. . 0 *� ���Ii�`�`l 554 BAXTER ROAD -:: 4- Cast alurrunum heat dissipating fins. I : , I .. ...... -.1 3 r alurn,nufn reflector. I I ; -1 I 5- Bright L 1 6- Clear terripered glass len,. I I . . I L I , L 7- One piece regressed cast al-in"num sealed i Pleas,- visit our web site wwwAurninis.corn for complete I.E.S. formatted download date. , - ­.. I . ..1- ... 1.4 : i 4- � ­1 . ..... � .... 5 front cover i ­ LANDSCAPE ARCHITECT I I I I LUMINAIRE SELECTION LUMINAIRE SELECTION � .... ........... 6 All s,ainl,�ss steel hardware, I I -L-'-'--""-"--'-'-'-----------�-� ----------------------------- - ­­ - ­­ - - - --------------------- I ......... ­­­ . . ..... . 1-1 ....... ... I ....... I - - ------ - - --- - ----­-------- --- � ------- � -------- L - - - - ­­-- -L ----- ----­--­- ­­­­ ..... L ------------------ ------------ - --- ---- ­-­­ ---- � ............. -1-11 ....... I ............ I ................ . - ........ -1-1-11.1-11-1-1-1-11- - -.1- .... ­1 ............. . ... I ..... I.- ........... .11- ............... ­....1-1-1 ........................................ - � .. ................. � ..... L .............................. . ... I..".".�,.�,.�,.�,,�,.�ll.l.�..�..,..� ..... -1-1-1-1- - -1.11-.11.1-1-1.1-.1- -.11-1-1- ........... � .......................................... I-- ... _... Drdering, gufde example: EC;F-S-64L-900-NW-G2-AR-5-120-HIS-MGY PRAY DESIGN ASSOCIATES i I f ,--, -, . ....... . 7 1 mon9l a t FO f 11GHT SrLECTION VOLTAGE' FINISH MOOEL LSD LIGHT SELECTION (4000K/80CRI) VOLTAGF1 FINISH 1012 WILDMERE PL 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 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 . I 11 I I - electrostatic brocess, and over) cu(ed for ong terrn finish. IV,14,1011�11j Nffll� " I I , , [I V, ­­ i , I I I 11 I 11��4,­ E � � - NOTES - 7. Available only in 120 or 277V. 14. HIS ­t ... flable with Type 5 and 5W optics. , � ".... � k, I - . , ined by oefetilt fur 20V. For arlicr vollages, pi(,aso 5;p,�,c�ify vvith, catalo, ,r) ;tAt -IMR13/7 equippedwith out -boarded sensor housing 1111_� I- 117 no voliage is spucified, urninaires an! faclory prew _,i nornber. or co �, 1. BL factory. I , when voltage 15 HVU (347-48OV) 8. Not available in 347 or 480V 15. Available only with SW, LLC, and BIL control options. . MOUNTING �`1`11'11 2� Cast alUnninUfn t0c) & b0Ste covers nre ,is fallows for sele-c-,lea wood grain finishes: E37-f pan-od vvith NMR� SGF uaired ,,,,ith NMO� i.<;T pnired vAth 11 2, Mounts to a 4" round pole with adapter lncluded for 9. Must specify inp.t.oltage- 16. Available only with SW and Bt. cointlot options. i , square poles. 10. Dimming will not oa connected to NEMA rec,eptacra if MaXIMUM wpngh�: It'.ilbs (7.3kg) I f,,'T W (Other colors awidable, Please contact factnry) ,�� Naui is designed as a recessed wall niount urrinaire installation i _�. _� I rr- 3� L 1 M I t�d to a ill a xi, ri u. n o f 4 5 d- g, a .a a 1 m in 9 a b 0, e o rd a, ill g wi t h o t h a r cc. ti,,, I o p ti uirs� , 3- Oriy availaUe on CL313XL. � including a non -corrosive rnounting housing with bu,it-in connection �, � �� hori2ontal, IL Not available in 480V ' .. ­ 9MITMEMM " ; 4� No, available with other dimming control options. 12. Not available',ith DOC. compartment. A sei= of cross mounting bars are provided for alta-hrnent to wall , ,�� 5, Not available with motion sensor. 13. Not available with SF and WS. RPAs providedwith black , 'i) ffliglu= M&A'a , c, , � , � I C 6. Not available .th photoc,ontrol. finish standard. structure. Surtalefe for concret,, pour. F" �,- LUM INIS. :� :_ 1�� 11, L U M I ,r*,,,, 1 S. �, ___________________ - ------ --------.. .___­__­__­ ­---­­--­.­- - - . --.--- _________ , � ___ --- - --- ____________.__ ­__.___­.__1_ t_l __ ______.._.__.__,____.__ ......... . . ........ -,--.,-- �,-��,�.--�---,.--...�."-.,---- . . . . . ............ � ".., LUMINIS � Toll free: 866.586,116,17 Fax: 514,683.8872 LUMINIS.COM LUMINIS I Toll free: 866..586.4647 Fax: 514.683.8872 LUMINIS.COM LUMINIS 1 'roll free: 866.586.4647 Faxi 514.683.8872 LUMINIS.COM 260 Labrosse, Pointe-Cia:WC (OC) Canada I 19R, 5L 5 � 260 Labro.�zsre. Pointe -Claire (CC) Canada H9R 5LS -.1. 1 260 Lalbrot;se, Pcainte-Clairc� (QC) Canada H9R 51-5 ..iv,iiri,i­,, way be "lUe.r'," for dv.�iqn im­o�­­�,�i w dn.-��'wdwu­d wdl.liout. "n", n"Lice, l,- ^i,-.-. � us I_Unlil)�arro rnay bl� AtCrccl fr�r dcsn�lrl irnprovei,pen� c:, u;s,:, Luminaires (ndy t"-' aitc,ed hv, design improvurnont or tfiscol,telucd 'U"bout pri", noti��cr, . ECF-S-EcciForm-ar-a-smat 01/19 page I of 8 11%W re'', a C& , - � onbnuud witi prior nouciv. I I 1 2 1 2 - ­__ - ____ _­__ ___ - - ______ ., - -_ -.--- � -, -_ I Description : DS3304000250DIFP*FBCAB TYPE: Descripil�ow. TYPE: Description . ECF-L-80L-1.2A-CW_G2,AR-5-UNV TY : Description: DS33040OQ250D*FP*FBCAB TYPE: 1­0�-,-�, Project Name: BELVEDERE SENIOR CENTER ­�;�­ Project Name: BELVEDERE SENIOR CENTER "4f ---,-. Project Name; BELVEDERE SENIOR CENTER ­#_� ,,_­ ­ Project Name: BELVEDERE SENIOR CENTER I - I , ��=;r_ _," � H2B 11:111 11 ", �'­_ 111-ip,�_7 SITE F . , SITE F H2B ,I �� I 9' (Did borninion Notes- Q, )'Old Dominion Notes: 0.1d Dominion Notes' i , 1. bid Dorninioa Notes: , � " U, it; As"t; �uk,�r-, !��,�, 111s; _%V,4l",;�,l,9,A .'­"'­'��,�-�, r4rliinfl Afigel�lais_ vi) _��,fl, ""'j, ,shi 4, ,A:,,,-,�­11��let,,,, . I 9=Lg,4 =1� . LJJ L&IJ (1) --------- - � � 1. .. __ - - -_ ____ I I I � - ---I-- _1 � I . F-fli C) - I L��J 0) . K____ ` C\I LLJ = , 04 : 1 "., ilu, < �`4A �. . . 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STRUCTURES "I I I 11 I I ���,�,",,",',",��,',""',"�,",�l'�"",� L ,� I I � I ­ - - � 1, � " I'l, �` "'� ", f L ;;;; 11 .�.� 11 �­­�c , r*'g ,�,, -) . _J I," �, ��� IV 0 � 1 , PHILIPS qgZ,pJ1!,4 - 1::,:_� 1 ��": � I ,[�, 1 ,7 _J � ,,�7' ", �N*Pw , , 11: ,� " ,;,, IV , ,� ­1��.�,::, " , �, , . : " . . . . . I I r-114111-111 11 , 1""', I ­ �, " I'll ,, ,,,,, , " �%�� _-, > ......... �. I ... � ....... ______ I.: , , , ,,,�_ .� i7": I I, il,a'A �;� I : � : ,111low I " ", I 0 C, 11 1, � "I , OR", �t ��: I � Client Narne: LU , , I Job Name: : Client Narne: - Job Name: : Client Name: - a' "'m GARDCO ig , �. , �::: � t rt ... 11 ..'il - Job Name: : : : "11111111111111" , ,i . r_ State: - : Created By: Date: Job Location - City: - State:- : Created By� - Date: - .� ; ': Job Location - City: - State: - - : Created By: - -_ Data: - I Job Location - City: : � � ;: I I a : 0 Product: DS330 : ,� 11. D3330 _J " - Quote: : Custome r Approval: Date: __ product: DS330 ;� 1:t I Product: --- - Quate: - : Customer Approve : Date� - , --------- Quote: ----------- : Customer Approval: - Date: ----- ______ .% , � ;� .I, "I a- ,% "­ , I . , . � .% , I �,,, 11 .� , .. ", < � 11 I ", . z�i � 'i 1011 _17 ­ - i�, Ili "111 :� 'A . "", "'. , � - ­1 'j '�l' ,� u ',,i ""","",',`­,�""" l�' 1 J� , , ,`,� , ,;­.­­­ ...... ........ ....... 1,1,,A,�,r,� , "', "­­­ " : " �_ W , lMeUM, "A �',,,6�,,��,,,,��,,�?��,�,�,",,',�,�,,,--�,',,-'�,',,',,,',,,',',,�,�l,�,-,,I��,,',�,,,,,',',,,',I�,�Lg4,,4,,�,,���L�,',,�,',,,,�,�,,,�,,",,,,�,,'�,,�,,',""","","","",��,����i���������,,�,�,,,'��'�l,,,,',,,,,,� �,,,,,,,�,�i,��i�,,,�l�l��"""3,�,"9'-,,,',�,,',,,',,,',,,',,,�",", -"-",�""","","",I��,,!,I',,,�,��l, ,""",�'M . I ,101 ' '7180 " "i�,�,j�,,,,§'�,,�,�"""Y.���",-"""","",""""",",�,�I - I ............. ­.________ - --------------- - - -------- - --------- ,�, " , , A" `- -, " , , V , :� ", I , �J 0 , " 1�s,� , , , I "I ��:�,& Project , 3 , , , ,,� i I, ii�� �,, " C I � ,0§ 'A" , � , " ,,,, .1 , , " ", , ��`�'N,` ,,' � '' , �, R � tj , _', , : � 1, - _, ,,, _�, �$,',e�� � I ,,�:, s%% I., :1 - I ­­­­ .... . ...... _ ... ... ­_.__­­­ ­ ­­­­__­_,_, __ ... . ......... , . , �,,,,�,A�l,',�,�,�',�,",�i,,,��,��,��,�l,',�,',��,,�,�,��"'��,,,,,�,��i,i�'i,�,�,',,I� "��,�,�,,',,,',,,,',,�,�,��',,�,�,�,��,,���ly . I I , , "' ,�,",,r�g � .......... ­ � .... . ...... ­%y ��! I ��,"��,�l,"�l',���'�,�,�,��;�;�;,�,�,,�,,�,��;��5�f""I��,111,111,�,,'I'lA � �,� _�� I " � "" 'IM 'Z",,' , ! "'."', �', , �li�,��,"�"I'�,,�.,,,����,��,,5,,�,,,,,,,',,,,,,,,',,�,,',,�,,,�,��","""""","","",, � 180' 1� � ?3,r,�� , "I"'- 14v1­;11111.',M, . . . .... 1, 2, -,'-�,�,'-,',,',,','�,,�,-,,�,��'i",,�""-"""""",""""",,-,""",A""","L�,I .......... ; Anchor Base Detail I ,� � 1, 1. :::5Mt Locat�c,n -1- I , , � , , "" " , ...... �A�,'�,�l���l"""""�A���,,,,�,,,,�,,,,',,"�,,�""""-"��,�"',,�, , , ", , " 1.11­111111111111111-111. nmk��� �. 142 �gg ____ A -- I I " , , ". , , ... . . . . �' -�- ,., ,,� �� " � ", T r""10 N,',3""",`,­',-,fi� g-�,,%,gnnfy 1� I'll , itl � , 1,111", c Solt Slots/Hules I ,,,t:: . r il i1i 0- ����,-�'I'�,,�,",,,,",A,,-,�-��,-,�"'�',,�',,,,,,,,,,,,,,�,,,,�,,�,-"�,,���,',,,,���l�-,'4z��,�','-',,i,�,'4,"','�-,,�,-.i, ,4,Tm-�qg gi, ,`� - ,� , - .. 111M cat.ina: 1_11, Tenon Top' ��-, , B151111 ,e -l'.1-111111la, g�rl , : ��:.:" I i Tenon Top* .."O", , Bolt Circle I �0 0, i I ,'I T11 � .1� p, i � r: �,Rl UP, I .� .1 6 11 .. e � :.. � I I i Pole Shaft - The pole shaft is fabricated from hot rolled welded steel tubing of lo "l MNti , type -1 I ,i - ___ M., Pole Shaft - The pole shaft is fabricated from hot rolled welded steel tubing of 1. " 1. rl, pi:- to, �K) v;t�, �, I'; i��,�:I�� 01.y. one-piece construction with a minimurn yield strength of 55 KSL ', - - k one-piece construction with a minimum yield strength of 56 KSI. - go*- ; froill Lop Jill �,�gx-zlu- % � � � �. : �_: , , , I 1� I 8.50 1 0.50 � 8.25 10.875 1 1 ilt��!i 1. I �c , c (�U Lo us OR w � I - .rr_3� gp,n� ,; Qp i g3 -, , 7- -­ ad � ; , R ,,, 56,7_9'1,.�O� '61 I '41, 00 ... I 6,0,� - W"', 11 P�� , Pole Top - A removable pole cap is provided for poles receiving drilling , 7�rjo 1�,,,_,,1,1,:. ,�,,,�,.1, 0 Pole Top - A removable pole ,C - illi ,� ��i�! I cap is provided for poles receiving drilling r .06`lPTI A:C1,___ I '0, (f, 0 , __ �� " ; I --g-.66-7-7 I I 1.601 1.00 � _______ X 17.00 X 3,00 i 3.75 10,251 t , 11 I "l 1 L.99_11� � :� " patterns for side -mount lurninaire arm assemblies, For top mount iuminalre ISSUE DATE x� patterns for side-irriount luminaire arm asserriblies. For top mount luminaire ,"", '"' C�C,j 11 oel�: , i ll�' _11 , !,�_ _____1_­_1_­ ------ � ...... Z - _­-;7,, gg i I � i c �',, .I , , '�, Q , � 50,��,,�J�'(Joiqt 1,90:�� 2 I ? , 6�Qo�rk () ,� I � � � �- , .1 " i Z� . I . M I � kZ'-'m , 2:_ 1 .1 1 ,�� arid/or bracket consult the factory. Consult the luminaire manufacturer for 0 1 P,F*j and/or bracket consult the factory. Consult the luminaire manufacturer for �F.",-,,'�-6-��T6,7,,�'-,"'-------"--'"--O-�-:�l2� 40 JX�� I 10, r,� .r The Phitips Gardco EcoForm Gen-2 combines econorny with performance in an LED , . , O' - Handhole 11 � correct tenon size or drill pattern. Other pole top options include pole cap only M1 Pole Cap - Plastic correct tenon size or drill pattern. Other pole top options include pole cap only :::: �: area turninaire. Capable of cletivering up to 42,000 turnens or rnore in a compact, Pole Cap - Plastic R, ,1�1'.­­­-_��, ...... �� .... ­,­111111111 ­1111111111111111111 I'll ......... __-1-- I �tl­ ".."�����,�".",-,,�l�,,�,�,��,,,,,,�"b"","�"";"A . . ... . ; ,�,@ 'g', "'N"".""".", `­ "'�,�,;"i,41v,","",�,��,�A�;�,�;�,�,,,.,,-,,�"",'�4',�-. - gl�,,,­,­ -g -, "'g ,� 11/13/18 � � i", (PC) or plain top (PL) which is typical when the pole top diameter matches the , _g I , i 0 NJ "�'��",�-,�,�-,,!-,,',,,"�,-"""--"�-""",-"","",",,',��"""",""","","","",""�""�,,,,,,,,,",�.".�ll,�ll-l'..","",,."�-'?'�-,�',�',"',";J�Pil,"�'ll,��l,'�����,'.���, ,i�,;"i�,J�jg% ,�,',_'g`,'�',,�,`,,� _ (PC) or plain top 'PL) which is typical wher, the pole lop diameter matches the ,mg,',,',�ijg, g_',i','­'- 'O.'N"',,""'L",',"�o.�'�A",�E "A ' "I" T ' i" S '.,A'%'V5PP",`,FA i "�"",-, ,�'��'-',,�,',,,',,��ll-i'�,���,A,�,��,'---,,',,',,� "",",,'R�M�-" "' ',',l',­`,,,'� ", REV 3 1, , 17.1i , ji JIP - fW,5,10, ND,', E g,?A , ,,-,2"�-, ,",,",,�', tow profile LED turninaire, EcoForm offers a new level of customer vatue. EcoForm - _ , necessary slip fit dimensions. , - M, , necessary slip fit dimensions. � ,�,�,,,����","",F,�i-,�,,i,�,��'. 1,,,,?1I XV ,,, I �"_�_!',_�,�_ _ ste0a,11-111 -, �l,--"�,,��,,,,�l���'�'ll,�'ll'I ... ­ ..... � ... ..... . . � ........ � .... ." ­77 l ..... "' , , N, 1.11�ll,�,,��l-§,;""""",�'..",".�ll- -, , , "", , , - _-, " __ , F? � i - , rp, - - F, mmv� features an innovative retrofit arrin kit, simplifying site conversions to LED by �, 9 , � �PIN `__:_`­ Handhole - A reinforced handholle with grounding provision is provided at eliminating the need to drill additional holes in most existing poLes. Integral control � �� Handhole - A reinforced handhole with grounding provision is provided at M, � ry ____ _ REV 4 12/13/18 _ I I __;s1 , 11 , s an , - , , ailab[e for further energy savings. . _,_ V-13" from the base end of the pole assembly. Each handhole include go ams F1.11AI-111 MR; V-6" from the base end of the pole assembly. Each handhole includes an systems av, 1P -, I easy to install, self-contained Swing Latch handhole cover assembly. U.S. P, 09 P easy to install, self-contained Swing Latch handhole cover assembly. U.S. Cross Section Patent Swing Latch cover is fabricated from durable polycarbonate/ABS . Ordering guide exparnpe: ECF-L-96L-IA-CW-AR-AFR-90-120-DD-PCB-Fl-SPI-TB-RPA-HIS-BK 04 Cross Section Patent Swing Latch cover is fabricated from durable polycarbonate/ABS �Vp 1. , � � P09 blend plastic. All pole assemblies are provided with a 2.50" x 5.00" rectangular REV 5 1; ��i�,Y,5 T I ;�N:N:J��:���,4dd , r i'' ; ��i� 1,11 A I �; All I ki; _b­4 A ifk 0 ri r, I"Irl" f I Q'I I 111 ..;, 1/10/19 en p as i poe.5-111 -.1-p- � - . . � � l - - i�:I. - � 90 i �' handhole. Handhole dimensions are nominal. - ,_ ��� ... ;;;;;;; ..... ...... :::: - - ... - __ � I __� i 400012O....... e 759F711410,�1141 , ; 1 ��378.,,��,�l,���1,1',�7��::��i��29,,3.��'� 'A�,00;�� ��11111��R�Zj:��::�:J ;�;�:� .V,W, I ,Q,Q�:�:j�j i �:�:`.',400 :k ;�. 'P �, : ��,+i)o ��,ra,"d", 1. - , __ r , ''0140'..''. - __­�_-,�, �� ­. I . ; RF -i -6- �'_O_"_ - T 5-6 - -2957-1 _89 1 223 ! 4.00 ; 4.00 _J17- ­__1_1 _5 i 40OQ160 � FF 1J Base Cover - A two-piece full base cover fabricated from ABS plastic is I 772 -,�,,- f ,, I -,- __ ­7 ­,­,­­­­-­,77�T- TP Soft Square 7W�_ _111.4--l" '��, �J ,-,,,,-,,7"�,-"-"-,-7,7.7,--�-7,�,� wq ­1711 ,,,CJta3q k "". , �;T,,IT�7­,­M - '' .'' 9.�M,ff,.,7, , _1 , p- : � '; i;: W 711, 71, �� ` I 't �, " . , i ­1 1 ­15.11 � ­i�,� � 00 ... �,�' 0.ff'/­�,��Pjlr:i ­ 1�1'1"111 ",­` '1'1'1�._1'A, I.,. r: i �:t;� �"Vu, IS provided with each pole assembly. Additional base cover options, including - __�� 11 1�r - % W., ­., I ; � I a -'-6-6- 2 � 6,7 167 *: 150 1 -00 11 140 400020 , 4,5 .1-- .. .... .. .... ... : _4,00 , _I I I H the dart square (2T) cast aluminum cover, are available upon request. _ _M� ...... ­11.1 __ - I ­1_1_6�_­­1­..1..1.­ . ...... I ...... I—, ... . ... "..., .. ... PR 1 20'-O" IiY 43 '�_ 12.i --- 3 -43 - _; 6 4' 235 1 5,00 5.00 1 11 , 5000200 ...... ��d­ 1. - - - � _1­­­­­_ .. . ........ .. 4- -1-1-1-1- .. .......................... . _ ­1_46�­­F­1.61661 ... 1� .... .. . . __­ -1--­ ...... . ....... . . I .............. 56�.__ ­11 - 1-1-1- . .............. 1-1-1-1--l.. I vv� :E Handhole ; � 2 . * 16.2 a 1 5�00 7 I - 50OW200 � 11 535 � .0 Anchor Bolts - Anchor bolts conform to ASTM F1554 Grade 55 and are i �,�,�,�,����,,�� 1 703 � � � 111. . � . � . �.. P 0 � ! 8`0::'45Y, dW� �77770T ;;� 002l5w-j 1 1 I ��� ,,,,,,,,,,,, r ,�'. �% P I provided with two hex nuts and two flat washers. Bolts have an "L` bend on ,�: �'�.4� . - I I I ,;, � , . ; -- -- ----- - - ---- ;­ - - - �, i� �: i� 7. 7-:"� =_­ 1 . %QQ�, . �,.. I� ,. - ;�;:W � _ � I 1�; � 5"A fl�� ,.� Q., � _74M i"�,Z,", 1� 0 Cs one end and are galvanized a minimum of 12" on the threaded end. . � :;M 1­1 ff , I It I lf,li 4.41 1. �_ I .S I � �._ _',_`____'T_'_K7,_ C�___,, , ,f�... _v��4 , I I � ".. 11 - , , i, � ,.,I. N ��,i4 i7l,, ,�$;,;, � 157. q� V;�_,__��l FiArr I A -inn, , ,t­ C,i�i",C�i i; ­ 1. 1), 11 P, �.;.,­_ -, , - ­.� R'� ., , - � � - � _­ - - * ", ,�, ;... ,.�,,�, I - .K.19 : '48�5� f t,A, % I I. . _168 _j4.4 _1 1 -0; 2.6 65 1 4.00 1 4.00 7 i 9qi t 40OW300 01 Hardware - All structural fasteners are galvanized high strength carbon steel. � 53, F��,,j.,�k;3� :� �.N3 � "`5QQW?W� "" _ - H, .E Me. ,�,i All non-structural fasteners are galvanized or zinc -plated carbon steel or I 1--�f.�7_16-0--_ --- _N/A N/A I--- .- 11 i 265 1 50OQ300 . E a, stainless steel. I . 2.0 50 7 1 5.00 i 5.00 �,�f, 0 � 30'4' ­ ------- ­J­­��6y­­--- .1111, -.----,--,-.�,.�-1-�-1-�-1-1-.-.-I - ----- - - ---- ----- � - ----- F­1_1 , ; , - . . .. ......... � 1-1.1. � � � ........... � ...... - ­­ ... "I - ­-.1 ­1 ... �.. .­­­ ­111 1. ­111.11.11.11 ....... . . gr� i lil§_ -1.11.1-.1.1 ...... ­­­­� �6_0­_­`: ­-­-­--­ - --- - - __­­ , - - __­_,_,i_6,T ------ ----- - 9 ------ 6.00 , 6.61Y � '51 I 10.7 6.Y' `11­1.�`, ­11!�� ...... 1-1.111-11- ......... -50OV1300 � Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). i .6 475 i 13.2 330 ' 9.0 225 1 6.00 � 6.00 if 7 5 520 � 60OW300 I , - , __ - 777� �&d - ; .... M, - 7" ", - ----------- : ­77,77- ,.-- = 1 - '44 �, �, � , , ,I Additional finish options including Finish Paint over Galvanizing (FPGV) or �10V���ti��:�Z, .�c�t ��;l_ ___ _ � �� 5"",Qo���������;��7,1�������i:����i�, , _­,, , , - , � _,Q ...... : � ". .... 7ff ,.T " 'a- , , , " , _ �'T" I ­7 itid . � I r,"1,7_1rM5=,M7n -C'7'�,­,, 11r1_­_­_1__­Z_67�` 'A ,� 7-- - ,.� _. i:��;13._____ _,51.1,17 r " /*,-',"'i,,��"C,3, a r ", ''. �� . ::,.. 5��Q�i:;:�� ., I 1­_,­;,;­��,��=�. , ­�, .:. 11, i'�,�:4�,���.,�z",!,�;�,�",'-'�, ,M, ,� Y, , I r�r �,i�""�!p�,,�i�",��,4 ,,�,,�!,� , I . I , I I �.� , I ;l�. � . ,�70��,".f'�`,"'. 11 , . " 11 1�, V,5'§1Yfl_`11, _Z�v�;�Mmq-&�­;, 1:��..:,.: . . .. .. .. .. ,:�Q.��,Z " C�rgl- 10 OT r I - �� , , � � 0 any of the V-PR o Finish Coating Systems are available upon request. See � " �, _ Q, , , 1'�. ­.......... ...... , I �, � � � �, _ 1- I : ", g1l"), ; P'... � �6" � Full Base Cover �_. � ­!�'_j ­ _--____ ­__. . ___­­ . .... .. ­­"­_­­ .... I ------ �:.'.::­._�:..: ........... � . ......... _ .... ­­ . ...... ­1 11 ­ - - ; - 7. -'I___­___d6' � . I I � -�- 6� f �� . N/A 1 6�00 i 6.00 : 1 5 � 60OV11400 � 01, the product ordering code for color options. - .- iiiT ! 3,0 75 ........ . __ N/A-1-1 ­ ........... ­-.1--1--.1 ------ I-- --- �­­­ .............. - - - � ....... . . . .... ­­ .... -1-1-1 .... ..., I .1 (Standard) ....... ... � . . ................... __­­_.___­ . . ...... - I . 9941 1 . Maximunn EPA (Effective Projecried Area) and,voight values are based on side mounted fixtures only. consult factory oil leading criteria for pole top . I I . I I .1� . Design Criteria - Please reference Design Criteria Specification for appropriate mounted luminaires ar.d/or brackets. Variations from stzes above ire available upon inquiry at the factory. satisfactory perfarmaRce of poles is I I ' 1, , dependent upon the pole being properly attad ation of adequate design, - � .1 led to a 1. I supporting found design conditions. 2. Sir-ture weight is a mmlraI value which linclodu,,, the pole shaft arid base plate only. . � 1 3, Iselled-bottorrimb have ,aducad ihichrlrlsa� do. to the ccra,vurong Process. However, the belled -bottom mollis or exceeds the structural capacity of "I '1�1, I , I the original squaire section. In addition, the rounded section provides, tatiorfogue. restst�nce. , � 11, ­ tl "I'll ­,"," I 111111�11 I I "I'll, 11 "t 11 � , e10 fifil-f"1111t, Rd �r�$,, , s � I "', " "I" ,�,,�,�,",",",",",,I,,,',�',�,"',""","",""�""",,�",��i�i��,��A�,,,,-�""�,,,,,,,",i"t,f �x�l,,�,11,,�,�,,�,',,,,,,,,,�,,��,a,��l,,,",,,,"�,�,,,,�',,,',','����,��,�,5"",",,��',',",�2,,�,','�,,�",�,,,�,,�����,�',,,�l,p,,,�'�,'�Al"��"""',�,A�����,s,,',,,,',s,,,,,,,�,,,,�,,,-��,,�,,,,��,,,,,�""","�,.,',�,��'����A��� ,:, , , � , ­�2� "" R """,�`RR ,,��',,',�,,',,',j,l��,,,��,,�,f�"',,,'�-,"',A",",','�����'�"""�,,�f"�"",�,�""",""�""","��,�".,��������'�-",-"�px,gX,,',���I ,Jl�'A'��,�,-�,,',,,,'r,"��,,�,��',�A�A��-"",-�",�-��,�'-,�"",,,,,�.,�,,",<'-',",��"le '�� `�'k�,R� " I - I" , , "' . .... I , , "" "' "" - """' " """ ,;RZ6�,`,'N - I "I'�",'-,�'I'll'I'll"",-"�'ll,�.I 11"I", �­11­1­11 .. .... ............ . . .. .. ..... . � .. .. ..... t I'�,�l;",,,��t""I",,.""""",""I'l.11".""�sllr""",;,��,,,�����',,�ll,�,i�l,�'ll""��,����,-�,�,�,�,���'ll"�-111,111,111,111.11�'ll,'ll""I,,�,,�ll,�ll,"'I ... .. .. ..... .. .. . . ... .. .. .. .. __,"', , , '' �,R, 111,11, .1� ... IS ... �,�-,;"�""I",��,i�l""�'O"�,"�k�"",�"'Ol"i"l��"I"J 011,11111" G`40","O, G,'­S,,li10,ei',' ,,,,�""""�2,',�""",""��aI "-,��,��������",."""".-�-,�,�.�.�� , "" ; �p ­ .1,1'' , .. � ____1_1__­__ 11 ­.____.. ,_ 1. I'� g0p Dart Square - 2T , I I �- I . - . 11 I I 11 to (Optional) D1 I FP __ __ FBC __ AB I ,;; ----- ��e­ g - ___ I , , F111­­ ....... 1-1-1-1--, �; , I S�h,d �­d 1-isr't, Drill Mourifina fSee Orientation) GV = Gall anized oV = calvanized F8C = Full Base Cover B =WithAn nor Bolts . .......... , . - "I � --- 0 1 ; � � � 'if wj� i I � f,�,,,, �h. L h Painted UK = Black Be �10.t Anchor , -: , 11 I " I tl", E,;,'_­,o,v­­­. DB = Dark Bronze 2T � Square Dart Cover S 111 I ""', �' 11 D2 = (2) Di (_,) UUv &;�eU' _-LIPTIONAL ..... ­­­­­_ _ �'� e. Mph I � MB = Meaturn Brcn7e � � -s .... .- D4 = iq) 00frigs @_ O', 90': 180': & 270� FPGV � Finish Paint WH = White I I ,; I R. �1. V-­ 'P R i , g,;iP,',?, 05=(2)DrdIings@180'&270' over Galvanizing r5l"a " 'M I , ZaM LG = Light Gray 1. Pk sr��; "OPPOF ros @ W. 180', &270� VP30 = V-PRO, 10 System � I CB = Bronze I � � D6 = (3) Drill 1 I I',, i 11 - K" - -, 11 - __ H El 1_1,�� ­ "M , I , ." �­­ I ECF-S 34L 9 '-' V_"2'� ` s J "I'll, C�'A� 11 I ) HIS 11 rl- I U111 _ , � "T ' !1m I - eill , -- " V I'll, I li,!.! I W-, _, _ &F,Z , _�Eff, 0 11; _ , 0 ... I I , I'll, - x � R �i_� I, D 0-10V External r_ ECF_S 32L t�O�ON 530 WW-G2 � Type2 120 120V 1 VRI3 �� PCB Fusing SquaroPole TeAtured EcaForril 32 LEDs 0 or, 530mA " rim rn� e Warm White �__�_, 2 Type 2 208 208V cimming(tryotillas), Itegraiwith �hotdc , Itfol E, -Single __ - Ad aptar Ilk BEck site and (2 modules _ 700 , _ 3000K, 70CRI � �Munt 2-90 Rotated 240 24OV CC Dust Circuit Con4,1`1 _31ens'5 .7 (120,21-1.347VAC)-1 included in WH White area, 7OOmA Cenerabon 2 left9l), 277 27711 FAWSFie(d Ado5table IMR17 TLRD5 F2 Doubt. standard LIZ Bronze - The small IA 2-270 Rotated 347 347V Watla�e Selects"" Integral viith Twist Lock - (208� 240,480VAC)t pro duct DGY Dark Gray - RWG2 I050rrA Neutral White f0f0wing right 480 480V SW Interface module, #71�llaz' Receptacle . T8 MGYMediuro Gray 12A 4000K, 70CRI . Mounting 270' UNV 120-277V i (5016OHz) forsiuwfsel�-­, IMRO 5 Pin, Pole Mount Fusing I r,,,,i,,,l Customer 1200niA Generation 2 kin; must LLC Integral wireless Pole mounted TLRD7 Fp1 Single Block " specified - HVU 347-460V be ordered Type 3 ,Q,UJ.4,�3 actic n sensor I Twist Lock (120,277,347VAC)' RPA ­11.11 ..... - .. ... ... ... ... ... 1.11.11.1 48L 900 CW-G2 S'puratety = - -- (50/601,1z) St. 131-fievel functionality" (see accessories) Receptacle FP2 Double Round Pole RAL Specify 48 LEDs 900mA Coal White (See 3-90 Rotated 7 Phr:' (208.240.480VAQ� Adapter optional Q modules) !A 5000K, 70CRI O'Ce5scirries) left9o, DynaDimmer: Audivadc TLRPC FP3 Canadian (fits to 3'- colororRAL 1050mA G elleratiOn 2 SF 3-270 Rotated Proffe Dimming , Twist Lock Double Pull (208, 3 9" e 0. (ex: RAL7024) cc Custom color 1.2A Ship Fitter right 656 safety 50% Dimming, ) hclurs�" Receptaclewl 240,480VAC)' poleP (IAu5t supply 1200 ". A Mount, 270' CM5CMadtan 50% Dionning, Photocell" Sortepirotection colarchlis 64L 64 LEDs 0 �Ojo 10LmA (Flitsto VA" O.D. tenon) Type 4 iiy pe4 I 8 hour a � I CESO Economy 50% fl0kA stdridaid) -­ -_ - ------- - 5 I P 1 2 1 1 1 1 n I cr - eas , e , d2O - k , for required factoryquote) t4loodulear IA WS 4-90 Rotated Dimming, 9 hours" __ I050mA Wall mount left 90' DA50 All flight 50% with Solace 4-270 Rotated Diruorng4,1 conduit tight CS30 Safety 30% learentry 270* Dimming, 7 hours" permitted Type 5 CM30tviedian 30% Dimming, RAM Retrofit arm - - ­11. 1. 11 11 - "I'll 5 Type 5 8 hours" CE30 Economy 30% mountlal:2 5W TYP'5W Dimming,911culs" AFR DA30 All Night 10% Auto Front Now Dimmill"48 AFR-90 Auto Ront Row, Rotated left 90' AFR-270 Auto Front Row, Rotated right . 270' I � Igi handhole. Handhole dimensions are nominal. N __ 'Fif PV.l = LA Base Cover - A two-piece full base cover fabricated from ABS plastic is 0, GAS LINE REV. 1/28/19 = IN o t Square provided with each pole assembly. Additional base cover options, including g0a, the dart square (2T) cast aluminum cover, are available Upon request. I Handhole NO, - 'PrIe "a Anchor Bolts - Anchor bolts conform to ASTM F1554 Grade 55 and are REV 7 4/18/19 ppol .5 PPRI - provided with two hex nuts and two flat washers. Bolts have an "L" bend on PU - go,A z,= �?, i;; f � one end and are galvanized a minimum of 12" on the threaded end. � rip - lhei5h;l � FO :-: - mogm Hardware - All structural fasteners are galvanized high strength carbon Steel. REV8 6/6/19 P,F . ,# _� , , MailR All non-structural fasteners are galvanized or zinc -plated carbon steel or I , , gr 6 gpp , stainless steel, 11 Z 1i cr , if , REV 9 6/27/19 , 'R m I �,M i , - � Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). 11 � Additional finish options including Finish Paint over Galvanizing (FPGV) or Full Base Cover any of the V-PRO" Finish Coating Systems are available upon request. See Ir . (Standard) the product ordering code for color options. REV 10 11/8/19 F-1 I Design Criteria - Please reference Design Criteria Specification for appropriate . P? __,�� design conditions. 0�p� Or'' REV 11 1/20/20. 11. 2" I 0 0 il I P? 1110111m�4 pp.ln " ,.?F.l "M REV 12 2/5/20 illi.� Dart Square - 2T , P, I M � (Optional) PP , _­ � Ill `­ �, pp� g 'Iffimll g offl e '� - , A t-� I R, R ", �_,_ Rmqffi,,l�lx-e, 9P g �" � 0, ge, �, �, P R g ga �, " j � ,�, , � , � , , ,g I,IRP��Ulp 042 ""' � ;ip,i hil ij,lo , i 0, LIGHTING CUT "I , � ,; I'll " 0 � ,,,s § Edlps� " 11 I � RON Tenon Mounting VP32 = V-PR02' 32 System DG= Dark Green � � 11� � 11 R ;Op" _1 _-Handhole P2 = 2.3a" OD x 4" tenon VP63 = V-PRO I 53systaor ST = Sandstone I � I , A- lable unly - 120, 208.24 0, ard 277 (., U 149) & ECF-IIAR I a q ui ppild Mt h cut- b-d.c! - s., h­m g .Ile n 13. Available o n ly on 120V - d 277V I Handircl. SH ET I � k P4 = 4.00" OD ­ ter)"n JVP�4 RO", 14 3,,_,�:., HTG= Hunter Green , 2. Sp�clfyV.rtagc voltageis HVUI347-43OV) 14. Not available with Dec, IMM3,110i 5W. Li and CS/CMICE/DA - �, x 0 V,; : V - S!ate Gray 3 Not svail,ible Mill 347.,480,�Itaga 9, Mounts to a 4"rouad pole with adapteFinctuded for (Dy-Dirr-0, I � , V�l` P5 = 2.88" OD x 4" tenon 'R, " S , So � 4 i av�l!abl. .ith Type 5 �, 5W.mr, ,q.ar�poi�� 15, TuRDs/7 oraic,l 1l.t availslok, .fth LLC. PC8. TUl UCC 9 P6 = 2.88" OD x 5" tenon IvPloo = V-PRO- 6L = �3ilver 1 R n Sc = 1 5 00 is required for Li Diniming lead5 are supplied through back of 10 Not available with 5F arid WS R PAS provided viith black Max alarms ar,glo 45', lafurks with 3 or 5 pill NEMA photocenfulinimr1g, r I I *Consult factory on loading 6/612019 1�6" 7 f�pecial Color - I I - - * Consult factory on loading P =2.38"CiDx5"t-anis JVP I C)5 = V-PRO- 'r,p"Ity) '' L.min�i,�.M.�tb..,d�,�d�.p.,ately(S���,C,,5s.,ie5p�g.) Rnbh:a.r,da,d Dinimuil; will not be,ormcded to NEMA receptac[e if ordering mth I F criteria for pole top mounted P9 = Special Si7e (Specify) n ­1 criteria for pole top mounted .1 I- 6� DCC.,,d Li -ta,al,bl-Ith arly,ither-buft 11, Unted 1. a 1wirm. ,,f45 deg-5 airmog so -a h.li-tal 01), C51CM/CF/DA, IMM arid IMRO, ,�� I I , I and/or brackets. Other Options 1". 7. T3­tuva,la,l� ... kh acc 1". 5W �ptr­ i, ecit avallf,iblevill-ol, vnIe-Untrul .pU­s,vrth tire ��� luminaires andlor brackets. I., + luminaires T B D e-pt5ril.1' HARD, IMR17 and SW-IMRO ..d.r-pons. clpflcu, 1� ­ - PC = Pole Cap PL = Plain Top (No Cap) ECF-L - Ecol'ortil area_ [ztr,-e 03/18 pagelof9 N � 1111! : I I �� 0 0 . 17 I L � 0 N T S T R U C T U R E S. C 0 NI I � I � � I 1: 1 � flF : s.com I ,�L,�IONTSTRUCTURE . , � I i 1�111�111J! 1 � 1 1 ! 1 1 1 I 1 �� i l� l ,& � , , , " - I , _1 - __ - I . ' ' i� , , � _e 1M� PV0 ILMONTSTRUCTURES.CONI I - I:: -1 1, , � , s MEMEEMMEI==�, mm, = I ", 1, Emm OEM= M1 MIMEM= IMEMEMEM 21 I I � E,21111111100`2 e 41� - 21 ov I - - I Nuorb., Drive L5DC.tor- I I Prefix ofi C-ent Ge-rati.ri Moamirig Distribetka, Voilage Diouningc-trols Motion simsing photo-serisillig ,W'li Lon'traim Fim�h F9U_..1__] -L 1_­_­L___1 80 [I­-__2A1 [NPW_6� I -] E--] 5 IM-N __ 1_________._.__­1 I I --------- I I ----------- 1 I - -------- I i [ - I I-- I J __ ­._­­_...___J L ... ___-.1.1- ... I __ ----- ----- - .... _.__ --- FCP-L __ )L 900 WW­G2 F-- T ypi,..� - 120, 1), ,.,0V ,�x , mad IMR13 PCB Fusing squa,epole Textured EcoFcrin 30 EW 900mA Watin White _ 771 Mount ....... 2 rype 2 ............. 208 208V ditilming toy other g I lotegral voth Phorocont,ol '-F . . . . ......... 11 �j­­ �,, . , Adapter ­­__­­­.­­­­­ i Black sited a ", IA 3COC yK 70CRI (gandard)" Uid - 90 Rotated 240 240V DCc Dual cxcub coriaoP !;,]Ilerls� liluttono (120,277,34711AC)l includ2din WH White large 1050mA 1.2A Generatk,n2 elt9o, 2-270 Rotated 277 277V 347 347V FAWS Field Adjustable 11 SIN �niedacemadule, IMR17 Integ,alwith TIRM Twisti F2 Double (208,240,480VAQ1 standard P'(,dcct B7 Bronze DGY Uaxc,ay NW-G2 ThefO110altlig 1200mA eutralWhl mountiag _ ,,ght,70� 430 4e0l) VNV orlheWse" Receptacle TB MGY Medium Gray kits mw;t 120 2777V � (50/601­141 i lntegral�nvd IMRO 5pm- IlWem.untFusing ------ - 1­1 ........ ____ renuinal Customer ipecifted - 96L i,e ordered Type 3 � � i'," Fole.,,crited TLRD7 FPI Single Slack, 1. I - - .... - I-- HVU 347-48011 96LEDs 800mA "p-aray _. 11 - 3 Type 3 LLO integral mcclule olotions-fisor, Twistl,oclk (120,277,347VAC)l RpA RAL Specify t6modUes) IA CW_G2 (See , 3-90 Rotat-d (50i6OH4 villh#3basl- I nes) k'ac­,co Receptacle FP� Double - Round Pole optionat 1050mA CoclWilite occeswrleg left 90' Li IritegairrGd,irle 7�m- (208. 240,480VAC)l Ad spier colorarRAL .2A 5000K 70CRI wjth#4krW1 (e,x:RAL7024) 200 Generation) 5F 3-Z70 Rotated R.RPC FP3 Canadian (fits to 3'- 3 tr' CC Custom Colo, Slip Fitter igI11270, Dimairfirrunen Automatic 'iwbt Lod, OxWePAU03, 01) pole), (Must supply Mount, ,Ype. il'.fileDirriming Receptacle v/ 140,480)/AQ1 HIS color Chip (fitste21A, - - - 4 Type 4 �,.�..".�'ll'.1l.-I-11-11-�-11111I ... .­1111-111.11 CS50 Saf.ty5t)% photocell, 5u,gep,otection Irter"al forrequed O.D.tanon) 4-90 Rotated Dirrim.mg.7hoursl (10k I As,t,indard) . ­_ _ Hou5irg SideShiel& factcryquete) WS left9o, CM50 KI'darl 30% SP2 Incn,a5ed-,0kA wallmorn't 4-270 Rotated Dimming,r3hows! wiffisurface right 270' CE50 Economy 50% '-duit Dirnmmg,91,oml recirenny Type 5 DA50 All Night 50% permitted Dimming' - RAM 5W Type 5W (530 Ssfety3r)% R'sofitan. Al Dimramg,)lhcc,s� rncamkio AutQF,antRoW CM30 Median 30% AFR-90 Dimrrirg� 8 hours � AunlFrcuitRow, CE30 Economy 30S, Rotated left 90' Dimwing,9hou's. DA30 All Nitile 30% AFR-270 Dimmirg� Auto Front Ro , tr�taecld,,ht � � � � -----i 270* __ ___ --I---,- Description - 1DS330400Q250D-FPFBCAff_ TYPE: Description ECF-S-32L-1A-NW-G2-AR-4-UNV-HIS TYPE: bescription '3J0400Q250D1FP4FBGAB TYPE: Description. DS330400Q250D1FP*FBCAB TYPE: Project Name� BELVEDERE SENIOR CENTER Project Name. BELVEDERE SENIOR CENTER Project Name: BELVEDERE SENIOR CENTER Project Name: BELVEDERE SENIOR CENTER H2B Old Mrnh, n Notes- Notes: Notes: Notes: I it Old Dornfin4on Id Dominlon t a ) Old Dornin Orl 4,)6 �'fj lw 0 RM Z 2 - �fltfl valmontcv .... ...... vaknont.v Va1M,0,nt_-;V 'TRU JURES S CURES STRUC STRUCTURES PHILIPS 0 aClient Narne: Job Name: Client Name: - --- --------- . . ....... .. Job Name: Job Nal --------- ------ --- Client Name: GARDCO Job Location City: state:- Createg By: Datel Job Location City: State: Created BY: Date: ARCHITECT Job Location City: State� Created By: Dsde� Product _RS�330 BUSHMAN DREYFUS ARCHITECTS, PC DS330 Product: Quote: Customer Approval: Date: 330 Quote: Date: ------------ Product: Quote: Customer Approval: atet_ ---------- ---- -B EAST HIGH STREET 820 . ... . .... CHARLOTTESVILLE, VA 22902 . .. ....... E­ 434.295.1936 ........... . ....... . ......... . ...... Anchor Base Detail 180, .......................... Anchor Base Detail Solt Slatsfi-fiales, Cot No Tenon Topi` . . . .. . ..... ... ..... . BCBelt Circle LIFESPAN DESIGN STUDIO, LLC yp- Pole Shaft - The pole shaft is fabricated from hot rolled welded steel tubing of one-piece construction with a minimum yield strength of 55 KS1. - - ---- --------- .. . ....... 554 BAXTER ROAD 8.25 y.87510.7ax-17.0 270' '63 2D oll t( - 270' 4.00 7 8.50 . .. ............ C us 0,875 0.75 x 17.00 x 3.001 '63 i 0,25 oLOVELAND, OH 45140 Pole Top - A removable pole cap is provided for poles receiving drilling ------ . .. . ....... 513.444.4877 75Y. 7. x3.00j ........... .. . 0.75x1�,00x,3.00i 3.75 10.251 f, 11 60 76 0.251 2 patterns for side -mount luminaire arm assemblies. For top mount luminaire ........... and/or bracket consult the factory. Consult the luminaire manufacturer for LANDSCAPE ARCHITECT 0'- Handhole The Philips Gardco Eccl Gen-2 coribines economy with performance in art LED correct tenon size or drill pattern. Other pole top options include pole cap only Handhopy ........ ....... Pole Cap - Plastic PRAY DESIGN ASSOCIATES area lurninaire. Capable of delivering up to 26,400 turnens or more in a compact, 1012 WILDMERE PL (PC) or plain top (PL) which is typical when the pole top diameter matches the .......... .. ... .................. . . ......... ........ ... . . . . . ......................... ............. .......... .... ............... . ... .. .. . .. .. 0, ......... ...... ..... . . ..... . . .................. ......... ....... . .. 1 . .... low profile LED turninaire, EcclForrn Offers a new level of customer value. Eccl necessary slip fit dimensions, . ........ . . . . ...... VO features an innovative retrofit arm kit, simplifying site conversions to LED by 01 CHARLOTTESVILLE, VA 22901 eliminating the need to drill additional holes in most existing poles. Integral control Handhole - A reinforced handhole with grounding provision is provided at 434.242.7642 PH systerns available for further energy savings, V-6" from the base end of the pole assembly. Each handhole includes an easy to install, self-contained Swing Latch handhole cover assembly, U.S. Cross Section CIVIL ENGINEER TIMMONS GROUP )[astic. All pole assemblies are provided with a 2.50" x 5.00" rectangular blend Ordering guide exal ECF-S-64L-900-NW-G2-AR-5-120-i,iiS-MGY IZ-0 244 610 18�8 470 1 148 3 4.00 1 4,00 1 11 90 400l .. . . . ................ 12'-0" 24A 610 18,8 470 1418 4.00 i 11 90 4000120 608 PRESTON AVE, SUITE 200 9, handhole. Handhole dimensions are nominal. ... .... ..... ... ....... ... . ...... . ....... CHARLOTTESVILLE, VA 22903 ....... . ...... ...... . . . ... Numbs, Drive LEI) Curb, - . ...... . . ........ 16'-0" 15.9 1 398 i 11.8 295 8.9 223 1 4.00 1 4.00 11 11b 4000160 95 8.9 223 1 4.00 1— -1 . . . .................. Prefix ofLEDs Current Generation Mounting Distribution vottagle Dimming controls 16.9 398 11�8 2 115 400Q'160 A tivo-piece full base cover fabricated from ABS plastic is Motionsering Photo -sensing Ekeinicat Luminake Finish .. ........ ............. . .... ........ Base Cover ................ - ...................... --------- -- .......... .... .... ... . . .......... ................... F-S 32L I 9 _44-5 - ----- -1-5-0- 4.00 1A 1 LNW-G2 AR 9�6 240 6.7 167 4.5 150 1 4.00 1 4.00 J 11 140 40OQ200 1 4.00 11 140 4000200 ---------- . . . ........... IE -------- ---- Soft Square provided with each pole assembly, Additional base cover options, including 434.327.1688 ............ PC ............. .. .............. the dart square (2T) cast aluminum cover, are available upon request. ..... .. .. ........ ............... 17,7 443 12Y 1 343 9� 20'-G" 17,7 1 127 343 1 94 5 5,00 5,00 i 11 50OQ200 20'-0" 4 STRUCTURAL ENGINEER ... .. .. . ..... .... ........... .. 32L 530 WW_G2 AR Type 2 120 120V DD 0-10V Exteul IMR13 PC8 Fusing Square Pole Test Ott . ...... .. ..... .. .. . �,�omt% lah,te Arm Mount 208 208V A li U.I. I 5�00 1 28A 703 21,4 16,2 405 [_'6�00 5. pCoFoon Handhole i 28 1 703 i 21A 535 16�2 406 6.66' 7 265 50OW200 C claiming (by onnae4 F1 di K Biack Anchor Bolts - Anchor bolts conform to ASTM F1554 Grade 55 and are DMWPV siteandarea, 2 rafdrtei) 700 3000K,70CRI (standard)' 240 240V DEC Dlualcl uhcorhfof� 43 B nolded WN ,lihite a 50 _90 Rotated (l2i),211,341VAOI provided with two hex nuts and two flat washers. Bolts have an "L" bend on none, 277 171V FAWSrkidAd 5lhsbW� 5tard-nd 7T. IMN17 TLRD5 ino 7 " Q:,� 700inA 4 ............. ® 7. F2 D-ble and are galvanized a minimum of 12" on the threaded end. ....... .. .. . . ....... 347 341V SW merface module v ith Twist tvck Der DafkGr­xy, 57 '-G2 CHARLOTTESVILLE, VA 22902 '0 ......... . N11V ThefotluMrg 2_27D UG8,240,180VAQ� 480 4,50V for Sill JtfaL White . .. . ...... 8 5 0 : � r : r I . , �: 434.293.5171 Hardware - All structural fasteners are galvanized high strength carbon steel. 400OX, 70CRI kits sIrlo"Infig pht 270' T8 Gray 110 2.6 5 6.7 168 1 4.4 1 2.6 40OW300 Pdomounted TLRD7 All non-structural fasteners are galvanized or zinc -plated carbon steel or . . ..... UNV 120-277 LLC2 integral module 5 pi. Pole Twolmal 168 4.4 6 291 4DOW300 e3 C stumerstacified . .. ........ 12COm Generation 2 teoTosred ................. ith 42 tells, HVU 347-42CIV LLC3 5;� 6, �. 6 RAL Specify A 0 1 11 265 3 Type -0. 277,347VAQ� .. ... ... .... ................. .. ... .... .. Twist Lo ck RPA 4Y 150 2 50 NIA NIA 66 265 5000300 i 30-D stainless stee 1. MEP ENG INEER 50OW300 48 LE(l 100mA Coalftifia accessories) laff 90' .1., of RAL 48L 900 CW_G2 eai5l);501W in30'-0" 1 .7 167 3.9 .00 7 380 Fp� Vfi�ubfe, Round Pole c ' f 380 500VV300 i ­­­ j1r­­­ 1-r-1- ­­­ 1- - -1-1-1-1 107 967 167 61- -I'l-r-61111-1111-1 1 11-11 - rrrlrl rllrlr"-'- -,r I ....................... .9 100 5 00 9�0 75 1 13.2 33 7 520 66b- .... ...... ... STAENGL ENGINEERING 7 Fin 24(t 480VAC)l Ablptel ............. .. (3 looduics) 1A 500", 70 cib With #4 Iall rl Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). 19-0 i 475 13.2 330 9�O 225 1 6,00 6.00 1 7 520 60OW300 -270 Rotated 3 4 5 0 50� TLRPC FP3 Canadian Domil to 31 3 9' CC ctl,bom(olof Additional finish options including Finish Paint over Galvanizing (FPGV) or 1159 CROZET AVENUE, SUITE A 0, .................. . ............... -7 le$tip Fitter Twist Lock P,h (208� 240,4ai)VAQ (Must supoy 7- 1200mA far chip Full (l Cove, CROZET, VA 22932 N/A 7 605 600"1400 12A Type 4 R.Uptao, w/ any of the V-PRO11 Finish Coating Systems are available upon request. See -4 180 3.0 75 NIA 6,00 &00 irts to 2 the product ordering code for color options. 3.0 75 N/A N/A 6�00 1 6�00 7 605 .................... - --------- Surge lot (Standard) . ......... . ........ .. 434.295.8105 1, Maxinnuin EPA(Eff-tias Projected Area) and welglin vein O.D. tenon) A d -as are based on side fixtures Caraitfil factory an loading crthian 'or Palo top 64L 900 fahi,y quAe) 1 . Maximum EPA (Effective Pf eut-d Area) and weight values are bsod an aide nicaunted rottares only. Consult factory off loading for pole top -SO Rotated brackels, front sizcl abes- are Pa. inquiry at tho ha.�=y. plefwrnarca of poles i 4 a 64 LEDs 900ofA t uport the pole Lping properly fatack�_d to a supporting foundtion of adequate design, W5 left 90' CM50 Medull 50% Design Criteria - Please reference Design Criteria Specification for appropriate brackets. Vananons to.. above are vablupon inquvy at filefactory. �3crtisifackay of poles is 2. Sftctbra wal ht is hi the pole sihaft an b... plate only. IA 4-270 rimateJ design conditions. dependent open the pole being ionopaily attached to R supporting ofadequale design, OWNER'S REPRESENTATIVE 3. 'my dua to thu process. However, the beired-botl meols or uxtoads, the structmal c,apauty of CE50 Ecanonlf,50% ad Soucture weight ta . porl value which includes tire pole shaft , Is BOed-boltcl have reduced thicitri sulface right 270' Belle, -blationn, will hae'reducicl thichnoss due, to the pro,Q­ However, the hall.cf-b.t1sen woots or exceed. the atruatitral Pao f MATTHEWS DEVELOPMENT COMPANY resistance, conduit Dimming, 9 roul the o6 inal sciarro, section. In addition, this rounded prvides better fatigue is d rin provides better ranhoe resistance, ty entry Ttp! 5 DA50 Allriftht50% rigical sell are �sctlon. In addition, the nounded se, 434.97P.7764 5 Ty o...... ... . 5W Type 5111 RAM C530 Safety AFR Dart Square - 2T FP I FBC AB CH30 i(i% (Optional) DS330 DI FP FBC aAFR-90 Drill Mounting (See Orientation) OV Galvanized OV = Galva AB =With Anchor Bolt CE30 Economy 30% Drill Mom,,n FBC Full Base Cover AB With Anchor Boit (Sam Orientation) jV Gov t ze V Galvanized - (1) Drilling @ 270' BK = Black --- uFflu Auto Failt Row. -OPTIONAL .... LAB Wittout Anchor D2 (2) Dollings CW 90' & 270' �T = Serial e Dart Cover Bolts DA30 chat D2 = (2) Drillings ll�y 90- a ziu- OP I VEINAL— Square Dart Cover BcIts in 270 DI Finish Pairitedl NAL LAB �ii[lin 270 �FP Finish Painted :K Black F IC Base Cover ST� Fall C.. Rotated 'left 90' IB Dark Bronze AFR-270 FPGV= Finish Paint IB Madiurn Drllinp g 0% 180-, & 270 FP(,' V Fmi,b Palo, edium Bronze. L ------ Do (2) Drillings @D 180' & 270v' over Galvanizing vv" vvr` its �mtia Part H LG Light Gray (2) 6rillings @ 180' 270' Galvanizirig D 0 (3) Dffl I_V; I W, 270� VP30 V-PRO, �O system CB Bronze Rotated tight G Light Glra,/ VP3Q=V-PR01303yzhtfll CB Bronze Tenon Mounting VP32 V-PiRG 32 SysAmn DO Dal ,< Green Tenon Mounting VP32 = V-PRO", 32 Systern oct Dark Green P2 = 2.38" OD x 4" tenon VP53 V-PRO 53 System ST Sandstone P2 2.38" OD x 4" tenon IVP,53 = V-PRO�, 5-3 Spatom ST P = 4 00" OD x 6" tenon VP54 V,PRO 54 Syte, HTG= Hooter Green 120.208� 2�0, -d277(., Ul 6, ECF-IMRI eqaIppad,1th sereer housing Iran13 12OV.nd 277V i = P-1 4. ll o Xx 4��'=nn HTG= Hurl Green P 2,88l, OD x 41' to ion ly vefatie -100v) 14. Nor DCC, 114RI3. Ill SK l and 0XMICIFIDA IVP54 = V-PRO - 64 System P �=2,8 1 VP57 V-PRO, 57 ,�Y$rmf SG= Star,- Gray 3, NM ble Ili, 247 cl 460 .Itag. 9 kroa,As r, . 4r,,..,,d pole .,ih h,,[�d.d to P5 2,8 SG SIRte Gray 8: OD x 5: te, on SE Silver VP5,7 � V-PRor, 57 Sysv,rf ' = 2,3 �'PldO=V-PRO, cosystalli, . 141Snot�itablewi�hTyp�Sor5woptica 15 TUNDS/7optiraot available with Ll PCl Tl or DCC F(3 2,88" OD x 5' tenon SL Silver P7 8' OD x 5' ter on SE Special Color *Consult factory on loading VP 100 � V-PRO1, 10. N,nevbQabta,nh5F,md1NS. RPAsPl­rded1ithbh,Ck P7 2.38" OD x 5" ter Color 1011 1100 System P9 special Size (Specify b. filtered septlattet f oih standard Dr-nig bf, tc, VPIQS�V-Ppn_� V3yadva P9 Special Size (Specify) criteria for pole top mounted Other Option, G. DCC and LI-0/314 in, ally 11 CS/rMICEIDA. IMM aad Il PC = Pole Cap T B D luminaires and/or brackets. Other Options 7. Tgootavalablewill 12. 5W.ptl-hi t with ary onw,ortf.t oplina with the PL = Plain 'Top (No Cap) w,cspV.00f ll flMR17anci SW-IMRO mationtespoose options B 1-1 PC = Pole Cap 03/18 I of 9 PL = Plain Top (No Cap) MONTSTRUCTURES.COM UNTSTRUCTURES.COM tMONTSTRUCTUFZES.COM e�2L-IA-�NWG2-AM-W-16-N- -TYPE: Description ____DST30400Q2561 TYPE: Description DS330400Q250D1FP"FI3CAB TYPE: TYPPE: Project Name: BELVEDERE SENIOR CENTER Project Name: BELVEDERE SENIOR CENTER Description ECF-S-32L A NW­G2-AR-3-UNV-HIS Project Name: BELVEDERE SENIOR CENTER Project Name: BELVEDERE SENIOR CENTER Notes- K os[d Old Old 1liionr Notes: 0 Notes: CM co UJ ...... var valmontV > LLI F" . .. . STRUCTURES PHILIPS PHILIPS > 0 job Name: Client Nal Job Narne: Client Name: GAREOCO CM GARDIC ob Location - State: --------- Created By: - - -------- -- - ------------------ Job Location - City! State� Created By� Caor 0 Prouct: DS330 Quote: Customer Approval: Date: Product: _P�i,��30 Quhl Custerner Approval: . --------- - ------------------- Data� ------- - ----- - - - -- - . .................. ----------- - ------------- --- - - - - ------------- ----- - --- PrcoQct ­­­ -- ­ - ­-­ ---------- ---------- ------------------------------------------- 180, ... ......... .. . Anchor Il Detail Bolt Slots!Hutas ------ tom's .. ....... .. Rll Tenon Top* Bolt (,!role The pole shaft is fabricated from hot rolled welded steel tubing of Pole Shaft one-piece construction with a minimum yield strength of 55 KS1. . . ... ...... C us go, 0'25 Pole Top A removable pole cap is provided for poles receiving drilling 66 iTr --------- patterns for side-friount luminaire arm assemblies. For top mount luminaire .0,25 :4 ISSUE D,)TE -ult the luminaire manufacturer for and/or bracket consult the factory. Cons The Phib s (_-�ardco EcoForm Gen-2 combines economy with perforrnance in an LED correct tenon size or drill pattern, Other pole top options include pole cap only Harldhole The Philips Grdccy EcoFortn Gen-2 combines economy with performance in an I -EL) ...... Pole Cap - Plas it; (PC) or plain top (PL) which is typical when the pole top diameter matches the rea luminaire, Capable of delivering tip to 26,400 lumerls or more in a compact, area turninaire i . .. .. ..... .... ...... . .. .. ..... Capable of delivering up to 26,400 lumens or more n a compact, a REV 3 11/13/18 rninaire, EcoForm offers a new lil of custoiner value. El tow profile LED tUr . .. .. low profile LED turninaire, EcoForrn offers a new level, of customer value, ECOForm rn necessary slip fit dimensions, uan innovative retrofit arrn kit, simplifying site conversions to LED by features an innovative retrofit arm kit, sirriptifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral Control Handhole - A reinforced handhole with grounding provision is provided at eftninating the need to drill additional hotes in most existing potes. Integral controt V-6" from the base end of the pole assembly. Each handhole includes an REV 4 12/13/18 systems avaitalote for further energy savings. V, systems available for further energy savings. easy to install, self-contained Swing Latch handhole cover assembly. U.S. 'eil Cross Section Patent Swing Latch cover is fabricated from durable polycarbonate/ABS Ordering guide exampLe� ECF-S-64L-900-NW-G2-AR-5-120-1-11S-NIGY blend plastic. All pole assemblies are provided with a 2.50" x 5.00" rectangular 0 Ordering guide example: ECF-S-64L-900-NW-G2-AR-5-120-1-ilS-iMGY REV 5 1/10/19 14,8 370 4�00 4.00 90 1 400QI20 handhole. Handhole dimensions are nominal. Numbs, Drive LED Cot., - 6,5�_ ­_ - 7F?7 4 .4 Inmrapr Drive LED Cut r- Prefix ofLEDs, Cure Generation Mounting Distribution voltage DimmingControll; Motion sensing Photo -sensing Electrical Lummaue Finish Base Cover - A two-piece full base cover fabricated from ABS plastic is 1 i 11�8 1 295 8.9 223 4�00 4.00 11 115 1 40OQ160 prefix OfLEDS Current Gerfenaifism Mounting Distribution Dimming controls Motion sensing ph.to-sensing Electrical Lumnlaire Finish . . ....... . . ........ lgSoft Square provided with each pole assembly. Additional base cover options, including P GAS LINE REV. 1/28/19 1F NW-G211 AR 1 3 HIS ----- - - ECF-S] F L 1 i 32L UNV . ...... �40 6.7 167 4.5 150 4.00 4.00 1 11 the dart square (2T) cast aluminum cover, are available upon request. . . . .......... ................ . .......... ............. . .... . ....... . . . ................ Typ.2 120 120v DD 0-10V Hall Pbre T.Att,ad Handhole 3 3 235 5.0 Snlea28.1 21.4 208 2()8V DD 0-10V E,,ta1r,.l IMR13 PCB Fusing 530 WW-G2 PCB Fu 9.4 11 ­ rr,r,rr ­ , 0 ECF-S 530 WW-G2 JAR Type 2 120 r?aV Pole Toln ... d 32 LEDs 530.A While 15)' InIq Anchor Bolts - Anchor bolts conform to ASTM F1554 Grade 55 and are 70 535 5-00 E,.F.,m 51.-A 1�1'. 1'� Mo t 2 Typ.2 20a 208V F1 Smiia Adape ax ale '4r'orh�:,t�t:L CC Deal REV 7 4/18/19 240 140V DCC #3 loll induded in SE 2 Type 2 1110duleO 700 1-90 Rotated (120.277,341VAQ� WH White provided with two hex nuts and two flat washers. Bolts have an "L" bend on ah,an area, RI L1,l a, d aid', J1 240 240V 43 lens 2-90 Rotated (320�277,347VACP 700,nA Cianersh-2 fl90' 277 271V FAWS Field Adjushftka�l I&IR17 TLRD5 F2 BZ Bronze 277 217V FAWS Field Adjuetabta 70Q,A Geri�ratibn 2 airF2 Ocohle one end and are galvanized a minimum of 12" on the threaded end. 4 IMR17 TLROS BZ Prelim 2_270 Rotated Ill 14N SW Inteosimm Twist Lack oDGY DiakGrar (208,240, -G2 Theiroltowng 2-270 Rotated 347 317V SW module product 4m) 48W 1A Inegral TaiistLock DGY Dark Gray N!aNW 4gO 480V for 5iteVirse, 1 471ens' Receptacle (208,240,48(l Ta MGY Medium Goay tilyih nioundtig fbiht 'yo- / Tle MGY Meium Gray . ........ ....... 77v LLCI to UNV 120 is le Fin PoleMouritFush' lNutual White mint 1 12A kitsintar Hardware - All structural fasteners are galvanized high strength carbon steel. Pole littimat Fusing REV 8 6/6/19 1.2A kii$ mutt Ul LLC2 kinegralmodule 5 Pa 1,rsl 5 _ustamef spedfled 4000K,70CRI WHO ........................ . 1200urA be oidered TYpe3 FP1 sngla blrckl - § q, All non-structural fasteners are galvanized or zinc -plated carbon steel or 6.7 1-8 1 110 2,6 65 4�00 1 4�00 1 7 0N300 , Type 3 war #2 JeS ra custortna specified a . ....... IAVU 347-430V LLC3 tntripait module (1,0. 277,347VAC)l RAL Specify Pat mounted n.RD7 FRI Single HVU 147-480V ll knotralmodus RAL Specif Polemounted TLRD7 1200n-A beordere 900 CW-G2 oiptloae1 stainless steel. RPA [3T,,,3 oLck 20 0 265 epannel � 'nor, Twnt Lo,:k RPA 48L (Sea 3-90 Rotated (saeaccessbnc5) listaptit(le FP2 DoLele Room, - -------- - ---------- --- - ------- 46L 900 OW -GI with 93 lers onPl -­-­--------------- - - ----- - 43 LEDs 900mA Coal Wit its LLC4 intgmodule color or RAL 10�7 267 6 7 167 3.9 0 .00 7 f5ea 3-90 Rotated Receptacle FP2 Double Ron d Pole atoo 5 0 48 LEDs 90l Coi LLC4 a, Rol occ, ol ft9o, 7Pin" tK8,240,480VA02 Achiptef ------------------- - - - 380 500VV300 color - crcce�soriea) teft9f)l 7PWl (208,240, d8GVAE)2 Adap"tEr REV 9 6/27119 Ormil IA 5000K,7l 5F 3-270 Rotated ll #4 lansf' Fp3 Capsatan Dandle ifts fe Y- 3.9 fei< RAL70214) inish Standard finishes are either Galvanized (GV) or Finish Pairited (FP), U 1 475 1 13.2 330 9�O 225 6,00 6.00 1 (3 mocilles) 1A 5000X� 70 CRI vvith #4 tens' RAL7024) 3-270 K�fahcd SF TLRPC FPg Canadkml]ouble ints to 3' 3 9 5 - ----- 44 1050h,,A Generation 2 C TLRP right 2T ushorb Colo, Slip Fftler CC cilnuairl Additional finish options including Finish Paint over Galvanizing (FPGV) or ,,,K77 l ffin 1.2A TvAstLock P-A (208,240,480VAQ 0 D Pekoe (NIUSASUPPly Slip Fitts, C) O'Dr ras a) any of the V-PRO" Finish Coating Systems are available upon request. See $0 4� 2 1 tTl,t I ock Pull(208,24D 4PZ' ........ .. .. .. ...... ... Typ94 Proffle Dmamin HIS Coto, chip Full Base Cover ':r. rrrrrrr­­­­;, 1 9 54D 1.2A Poide Dimming Receptacle w! HIS color chip ................. ............... . ......... ................. (ftj to 2'J" r ................................... Photocell, sunisprobation the product ordering code for color options. 1. 40-0' 7 2 Type 4 C550 safetl �l forequied ......... .... ............... .............. . .... ........ . ................... . ..................... 4 Type 4 (Standard) ........... (ris to 2 V,' .. . ... ...... ... .. ... Surge protection for required REV 10 11/8/19 4 Type 4 CS50 Sa hy 0% 64L 900 D. tenom Of nifig. 7 Housin, fixtory quote) l krum EPA (Efil Poifoctedlifirea) and waght values are b .... I or, side, mounted fixtures only. Consult factory on loading criteria for pole top 64L 900 00liAsommard) factotyqucta) Sid ED, tenon) Housing 4-90 Riamed aal'atisfactery Performance of Parcae, 64 LED5 900.A 4-SO Rotated SideShield' 64LEDs 900mA Affs left 90' CM50 mectim 0% sh� dl Design Criteria - Please reference Design Criteria Specification for appropriate Mounted urfirl al brackets. Varatons from sizes above are available upon inquiry at the factory, S WS Clfl Median �O'A SP2 h4modulas) IA i4modules) 1A 1140" dftgo, 1011 pendent upon the pole baa� g property allached to a supporting foundation of adequals, 1050ailt yval 4-270 Rotal design conditions. 8 trust right 270' CE50 Economy 50', 2. Elt(usore %vaight is a w[doil inclues the pole shaft and base plat, only. 4-270 Related IO56mA who Sol CE50 Econory 5l 3. 'it have reduced due to In. old-vtonling process. However, l belted-fraftoro meets or exceecra the shructfal capacity of right 270' REV 11 1/20/20 conduit Dimming, 9 horlW the orginl sq w, corimt Dimming, 9 hours' a Section, In addition, tile Icivrobed section tno,4des better falogue ferDA50 try Type 5 d iphl 50% Permitted 5 pad 9 5 fees antly Type 5 DA50 AR Night 50it, . . . . . . .. .... peaffirted Di WOW$ C530 Sahaty 30% RAIA Revell Dart Square - 2T - - ----- - --------- RAM 571 Type �W CS30 Safety 30% REV 12 2/5/20 7 hours! Retrofit a'- AFR 7 (Optional) mounAlt, Front Raw CM30 Madan �l DI FP FBC AB curt kit-' Auto Front Riav CM30 Nlegm 30% AFR-90 D mining, 3 hours, CE30 Economy 307, Von) GV Gal janized GV Galvanized FBC Full Base Cover AB = CE30 Ecianori With Anchor Bolt AFR-90 hours Auto Front Rom W lot = (1) Drillin �=Firgsh �Paintad BK Black ----- OPTIONAL-- LAB = Without Anchor AutcFronl.Pow, Ohnnimil, 9 hol Rmated left 90' C, 02 = (2) Di'llings @ 9D' 270' 2T Square Day C,er Bolts DA30 All Night 30% Dill AnNigN30% Rat,ned left 90' DB Dark Bran ME A.4edfurn Elf nze - - ---- 04 l4) 0% W; 180", & 270� FPGV Finish Paint AFR-270 1D5 (2) Dullingsic_0 180' & 270' 10,g-I = Wit te Auto I'lant Row, IIR-1111 ever utihmaing LG = Light Clay hotasonght LIGHTING CUT iD6 (3) Dirlings@ W, 1802, &270' P30 z V-PRO, 30 System CB = Bronze IN 270. 1Tenon Mounting VP32 = V-PRO- 32 Sysimir DG = Dark Green -Handricts IP2 2.38' OD x 4" tenon VP53 = V-PRO 1 �3 Sy�tpni ST = Sanstone 1. 13L AeaIafnoonfjcnI2OVa,d?77V "ie hfT 8 ECF-IMRI equipped with out -boarded semor houifing whan SHEET 4 1 Available only 120,206.240. al,d 277 (or l 13. A,itiratle atv on IZOV and 277V !a, OV) 14, hot with l IMRnh Itill SW LLC and CS/Cidl VP54 = if -PRO- 54 Sv 1P 4,00" CD x 6" tenon G H t G 2L Sped'y V'Uagr� ibliage hl H140 (3,41-41l 149 act available win) l IMR13, IMAJA SW LLC and CSXICl 3 ro" v It 347 or,180 voltage 9 to a 4'n,urd pole with adaps, I., lfa� 2.88'OD x 4" tenon �v So 3r 99 15. TLR05/7�ptio��i�t,,,,�i!�ab[�.ithLLC,PCB,TLRPCo,DCCL 188" OD x I y_PRO_ khType 5.,51N�ptics with LLC, PCB,TLRPC DCCL 4, HIS Consult factory on loading tenon IVP57 V-PRO', 57 SL = Silver 4. 141S at available sfp�ma Poles 15. 5L squaapole, 1p ? 101, 10� RPAlipm,�dadr[l, 7 2.38" OD x 5 tenon 6/6/2019 Sc = isitichol Color 5. 10, N.r�,wIabl­1im5FandWS RIPAsp-lded.ithtlack ril- aiming single 45' W.hf5 with 3 OT 5 pin NENVit be orereptuately, (see in nebe recel if uniari: with 1pg Special Size (Specif) 10 System il M.�t be.rered page) firnsh Nrin-i igg win not he corrected a No criteria for pole top mounted VP106=11-PRO 6 I)Cr and LLC2/314 not avilabra with any other controls 11. of �5 Icg,-s llo�of ab- holilom.i D�, C5,10110E/DA, IM IMl 6L 7. 12. SW option a not ,ill, ar,� oil,., option, with the luminaires and/or brackets. Other Options P. 'Eip 7, n!PC = Pole TBD e,,1 aptomof IMl IMR17 and SW aloepton at IMR2, IMRI71,d SW-IMR0 option, 1-:CF-S-EcoF,)rtpg,"re-r-5rfiatt F/15 paigelol`9 03/18 page I of 9 i�ONTSTRUCTURES,CtDrl tiIONTSTRU GTU RES. COM E21111103 .... Project Name: 141JD1 1, �iOld Dominion Notes: �, ,.T, " .2 ..N a iEM!Nr 3 +.. xf .. BELVEDERE; SENIOR CENTER ,lab Nam©: Client Name: Job Location - City: State: Created By: Date: Product: C o_o Quote: Customer Approval: Date: it xf f � `*-;nt• 4 ..>SA S xyF. Pb F bfidfib b 1, 1 ':: R b d d ". fi F yg rep•— ry- fenQn T®�y�( r x r , .f 1; 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. Pole Trip - A removable pole cap is provided for poles receiving drilling r' patterns for side -mount luminaire arm assemblies. For topmount klminaire and/or bracket consult the factory. Consult the luminaire manufacturer for Mote Cap - Plastic correct tenon size Or drill pattern. Other pole top options include pole cap only (PC) or plain top (PL)which Is typical al when theP r matches the pole toPdiam diameter necessary slip fit dimensions. 1-landhole - A reinforced handhole with grounding provision is provided at V-6" from the base end of the pole assembly. Each handhole includes an easy to install, self-contained Swing Latch handhole cover assembly. U.S. Cross Section Patent swing Latch cover is fabricated from durable polycarbonate/ABS blend plastic. All pole assemblies are provided with a 2.50" x 5.00" rectangular LJ handhole. Handhole dimensions are nominal. Base Cover -- A two-piece full base cover fabricated from ABS plastic is Soft Square provided with each pole assembly. Additional base cover options, including the dart square (2T) cast aluminum cover, are available upon request. Handhole Anchor Bolts - Anchor bolts conform to ASTM 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. ;tl c alga 8 d ai Hardware - All structural fasteners are galvanized high strength carbon steel. i,a x All non-structural fasteners are galvanized or zinc -plated carbon steel or m ii}'Y ja 11 err stainless steel_ rr, .52.^rF a5? Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). Additional finish options including Finish Paint over Galvanizing (FPGV) or Full Base Cover any of the V-PRO- Finish Coating Systems are available upon request. See (Standard) the product ordering code for color options. tom- rolulellal �3esi n Criteria _Please reference D s' r"' g Design Criteria Specification for appropriate design conditions. Dart Square - 2T (Optional) $55a?$aa a3a3 av Sea, Handholo *Consult factory on loading criteria for pole top mounted luminaires and/or brackets. V I MS ACT=ff i &1 1 fit 3 61 Tt I T � ]s VA,60-TL ,..,. Project Name: BELVEDERE SENIOR CENTER Old Dominion Notes: V JobName: —.,,.,»,.„..__ ---_____.__.... ..-__________._._, _._..,___._...____.__-_ I Client Name: _ „.._,..... _....._.._-._...._____ __......._ Job Location - City: State: Created By: Date: Product: D5330 Quote: Customer Approval: Date:__ i t " s E, .. A. r—, l tl F� E trot, e 4I a i a a-- 270' of Pis a =fi a-; 55 0° - Handhole 3 <. # I1 4t3 pfix ,: 3 '0 3 Sx,,{{414 'i Six x3 §3 SFy fit1F [. x'-': bfib'SF . 4, 3 i 1,;. � 4A FYF 1A A S 33 b 3X X S ;"^ ,.. .' (( ,rt r. S pti. (" t e ik'"... i��j¢ p(.b:. �&)({ :i•,6¢ , ,: d E6 4.-,t x t 3 ttt .fib. sxx xxX a - 7� ?.. "^t' �:r.:, � ,...,u,.s5..:.......... 5.,.,,,.,. ,..,,, , ...,, 1. e P Area) and weight values r n side Maximum EPA (Effective Projected ea ., are based o s de mounted fixture, only. Consult facto on loading criteria for pole t F ) 9 Y or g P top mounted luntinaires and;or brackets. Variations (rem sizes oboes are available upon inquiry at the factory. Satisfactory performance of poles is t b being property attached supporting r dependent t upon ore e c ed #a a s oft n foundation of ode uafe desi n. p p .+ J P r Y PP 9 4 9 2. Stnactme weight is a nominal value which includes the pole shaft and "base plate only. 3. Belled -bottom will have reduced thickness due to the coed working process. However, the belled-boftem mee+s are exceeds the structural capacity of the original square section. in addition, the rounded section provides better fatigue resistance. I ncazn II 11 D1 11 FP 11 11 FBC II AB II 1 s afar r aa`n n the Lou.1ra Dme rc+nal 9sa Ch.,rl _ (2) Drillings @ 90' & 270- _ (4) Dr ngs @_ Q', 90 180', & 270' (2) Drillings @ 180` & 270` (3) rh lftijs@ RY, 18U',&270' Tenon Mounting = 2.38" OD x 4" tenan 4.00" OD x 6" tenon = 218d" OD x 4" tenon = 2.88' OD x 5'. tenon = 2.38" OD x 9 tenon = Special Size (Specify) Other Options = Pole Cap n Plain Top (No Cap) = Galvanized -- Finish Painted •--UPTIOPJAL----• 1V = Finish Paint GV = Galvanized Bt4 = t3lack OB _bark Bronze NIB - Medium Bronze WH = white roar -full erase t,over_i »»^<•Or'TIO` P�'t�T^^-- 2T =Square Dart Cover All = witnf EAB = withc Bolts over Oalvanieing LG = Light Gray U - V-PRO`• 3U SYsfem CB = Bronze 12 = V-PRO, 32 System DG = Dark Green 13 = 11-PRO'•53 System ST = Sandstone A = V-PRO'° 54 System HTG= Hunter Green i7 = V-PRO" 57 System SG = Slate Gray OU = V-PRO' 100 System n L = Silver "t' = special Color 05 = V-PROS° 105 5 stem Y (Sp>:cJYY 4i [iD )NTSTRUCTURES.COM uescrtpaton: 040-uuu1 v1 -'o 1Trc: uescrip"on: ods-uu1r1U,1_Zo ' Project Name: BELVEDERE SENIOR CENTER . Project Name: BELVEDERE SENIOR CENTER FTA}� µ,me, y Old Oitlll"tCt�l�t Notes: r.�liCliO�t Notes: .3° 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 _ED luminaireP designed for accent and site lighting. eW Burst Powercore gen2, FTA provides uniform 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 warren 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 rn (3 fi) setback. Precise control of light---Asyrmetric 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 custnlzat_ 'on with awide range of new accessory options. Four housing color choices (black, gray, white, arid bronze) --plus the option to add a trim ring or a half glare shield —create new aesthetic possibilities for designers and architects. Date: Type. _ Firm r laiTle: Project: Complies with ASTM 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 systern cost. Improves durability with new flat lens that prevents water from pooling into the luminaire, keep.nthe LEDs protected arid secure over the course of a luminaire's lifetime. Universal power input range of 100 to 277 VAC. Precision Dimming —Smooth dinlming down to 1 alb 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.com/ global/products/essentialwhite/c,w-burst-powercore-gen2-fta/ _ t Luminaire and Accessories Use 3teni Number vl en Order,ng in North America Luminaire n Number fern t )Nc eW Burs[ Powercore gen2, FTA 3000 K, Grvy Nousing, Architectural 523-000101-25 912400135422 ._.._.. _..... ................. ....._._.... ......_._._._ .......... .... Accessories ..._.. _ _._._ __ Q 00U189 20 __. ______._ __. ... a12F00135 149 Half Glare sni id, C ra < - y ......._ .__- .____. 120-000189 24 ._...__ . _ 912400135453 N1our,tlnaArrn,Sfiori Gr37 _____ 120 000201 03 912400135843 PnouncingArn� feted um r ray - 000201-04 912400 >5844 �,Iountln Ann ion Gray __ ...._._ ...... _. _...._... ...._-.. _ 1.20 000201-05 9124001 5845 . .._.. ...__. ._._._ Winn Gom rcmer'�t ifn dlDmeter, CC _ _ .. --- .. _._ _..____ 000011-42 .._.. ._.__ __..... _.. 91050�103277 ry f I Ph r 'are r i r e n t Co n1� t ncrft n d m t r Gray JL f'F C 13� OOJ01' 32 91 3704I4 U50 9 __.___._. Power Supplies ___.... ______ ___._ _._____ ___— ____-._ _ _- _.__........ ......._.__._, _ ___....-_ DaC...... blerPro, 1min/I/2inNPT{U.S.trade;veconduit} 06-00000400 _10 —__-- 910503701210 Data Enabler Pro r G2 UPG13 (metric Size conduit) 106-000004 01 91050 370121 . 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, VA22903 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 434.295.8106 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 120 411mm v mw LJJ ISSUE DATE C7 O M CV CV Q Z 0 rr W J J CD W r_ J Q Z U REV 3 11/13/18 REV 4 12/13/18 REV 5 1/10/19 GAS LINE REV. 1/28/19 REV 7 4/18119 REV 8 6/6119 REV 9 6/27/19 REV 10 11/8/19 REV 11 1/20120 REV 12 2/5/20 LIGHTING CUT SHEET 6/6/2019