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HomeMy WebLinkAboutSDP201800030 Plan - Revision Final Site Plan and Comps. 2018-09-21TAX MAP PARCEL AND OWNER INFO: PARCEL 06100-00-00-15400 CO.0 SENIOR CENTER INCORPORATED COA D.B. 4147 P. 128 C1.0 1180 PEPSI PL. C1.1 CHARLOTTESVILLE, VA 22901 TOTAL SITE AREA: 5.91 ACRES (PER ALBEMARLE COUNTY RECORDS) C1.3 5.75 ACRES (AFTER TMP 61-154E OFF CONVEYANCE) EXISTING IMPERVIOUS AREA: 0.22 ACRES PROPOSED IMPERVIOUS AREA: 3.66 ACRES LIMITS OF DISTURBANCE: 6.56 ACRES SOURCE OF SURVEY: ALTA/AGSM LAND TITLE SURVEY WW ASSOCIATES, INC. 567 6/6/2007 SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY: VIRGINIA RESOURCE MAIPPING C4.1 APRIL 2005 BENCHMARK: CHISEL SQUARE ON STORM STRUCTURE EX D-9 ELEVATION = 442.89 SUPPLEMENTAL SURVEY: WW ASSOCIATES, MAY 2, 2017 SOURCE OF WETLAND SURVEY: WILLIAMBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIO AGRICULTURAL FOREST DISTRICT: N/A WATER SUPPLY PROTECTION AREA: N/A WATER RESOURCE AREA: DEVELOPMENT AREA - NEIGHBORHOOD WATERSHED: UPPER RIVANNA RIVER MISS UTILITY TICKET NUMBER: N/A EXISTING USE: VACANT PROPOSED USE: SENIOR CENTER L1.03 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 RECREATIONAL SPACE USE PHASE 1 FITNESS 4,400 SF PHASE 2 RECREATIONAL 27,260 SF TOTAL 31,660 GSF AREA TABULATIONS: PHASE I ROADS/CIRCULATION = 2.10 AC BUILDINGS = 1.0 AC SIDEWALKS = 0.56 AC OPEN SPACE = 2.25 AC TOTAL = 5.91 AC PHASE II ROADS/CIRCULATIONS = 2.10 AC BUILDINGS = 1.37 AC SIDEWALKS = 0.56 AC OPENSPACE = 1.88 TOTAL = 5.91 AC COMP. PLAN LAND USE DESIGNATION: MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICTS: AIRPORT IMPACT AREA - AIA STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED ZMA'S RELATED TO PROFFERS: ZMA 2004-00007 (REVISED JULY 22, 2014) BLOCK 1 BUILDING 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: PER PARKING STUDY PROVIDED MINIMUM PARKING REQUIRED ON SITE SHALL BE 218 SPACES. PARKING SPACES PROVIDED: 233 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVES THUS 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. win FINAL SITE PLAN SDP 201800030 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP 1" =1000' OWNER/APPLICANT: SENIOR CENTER INCORPORATED 1180 PEPSI PL. CHARLOT1fESVILLE, VA 22901 CONTACT: PETER THOMPSON TELEPHONE: (434) 974-7756 EMAL: PETER@SENIORCENTERINC.ORG ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG. KOTARSKI@TIMMONS. COM Sheet list Table Sheet Number Sheet Title CO.0 COVER COA 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 Retcreational Community Center(') 495 16,760 S.F. 567 22 12 34 C4.0 LAYOUT & UTILITY PLAN PHASE I C4.1 LAYOUT & UTILITY PLAN PHASE 11 C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOTS SHOTS C7.0 PROFILES C7.1 PROFILES C7.2 SIGHT DISTANCE PROFILES 1-1.00 SITE PLANTING L1.01 SITE PLANTING 1-1.02 DETAILS 1-1.03 PLANTING DETAILS E1.0 PHOTOMETRIC PLAN L1.03 LIGHTING CUTSHEETS NUMBER OF SHEETS= 22 Table 1 Trip Generation Summary The Center at [belvedere 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 1 MATTIHEWS DEVELOPMENT COMPANY 434.972.7764 ITE REVII WEEKDAY TRIPS Rat 2 9/21/18 AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL phase % Recreational Community Center(�) 495 43,240 S.F. 1,462 59 30 89 58 60 I18 Ph, ase 2 Retcreational Community Center(') 495 16,760 S.F. 567 22 12 34 23 23 46 SQUIRCE: Institute of Transportation Engineers' Trip Generation iVanual 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 iikFely over estimates the trips that would be generated by the proposed use. SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION IHEALTH DEPARTMENT APPROVAL DATE. 1 sy l i 1 a�n Lic: No. C,;4!()2-01,1,8507 r v ISSUIE DD SET COUNTY SP DATE 2/2/18 4/23/18 cf) 0 ®; ev ce1 z rr w J J W r 0 2 U COUNTY SP 7/17/18 REVII 8/13/18 Rat 2 9/21/18 Ozigin,al Proffer: 10112/2005 Amended Proffer: (Arrtendment # _) PROFFER FORM Date of Proffer Signature 10110/2005 ZMA H 2004-00007 Tax Map 61, Parcels 154,157,158,160,161 Tax Map 62, Parcels 2A,213,2C,3,5, 6A tax Map 62A3, Parcel I 206.682 Acres to be rezoned from R-4 to Neighborhood Model District (^iAM 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 THIP 61-00-00-1:61 TMP 62-00-00-5 • TMP 62-00-00-2C • TMP 62-00-00-6A m TMP 62A3-00-00-1 Belvedere Station Land Trust is the fee simple owner of a 1,interest, along with Charlotte G. and Jacob C. Levenson in a 5.70 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 l-lauser Hames Inc. is the fee simple owner of the following parcel: • TMP 62-00-00-2B StoncHaus 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 Proffcr Statement, which sball 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 wrhere the County Engineer has determined the lot grading is not consistent with the approvedgrading plan. The plan shall satisfy the following: (a) The plan shall ' show all proposed streets„ building sites, setbacks, surface drainage, driveways, trails, and other featlures 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 greatter 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 stonra 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 prob am 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 fail (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately addressed the ur. apacts. (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. (t`} 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 Archaeolo,-ical Sites. 6.1 Archaeological Survey. A Phase I Archaeological Study for the Property shall be submitted by the Owner to the Director of Platuring 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 11 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 lI 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. Pian Exhibits. 1.1 Exhibits not in the Code of Develooment. 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 Albermarle County a minimum of one thousand dollars ($1,000) per single family detached dwelling unit, seven hundred fifty dollars ($750) per single farnily 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 (25%) 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 unposed 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 II, 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 11 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 terra preservation. Should Phase III fieldwork yield subsurface architectural features and artifacts related to 18th- or early 19th -century domestic occupations at Free. State, and should t1lesc sites be dczmcd archacdogicaily 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 Thomas. Jefferson Foundation for analysis and entry into DAACS prion 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 tup 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 i!s not made within one (1) year from the date of approval of the first final site plan for Phase I„ this proffer shall become null and void. If such cash contribution is not expended for the sltated 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. Phasing and Mitigation of Impact. 7.1 Rhasin Phases of Belvedere infrastructure will be constructed sequenttially beginning with Phase 1, then 2, etc. This proffer shall not restrict the Owner's abilitty to develop multiple phases concurrently nor shall it require the completion of all building2 and other improvements in one phase before beginning construction ori 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 RioRoad, as shown on Exhibit 2B, and from the northern segment of Free State Road that crosses Free State Bridge, as show -ii 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 3.2 Greeny-aV: Fhe 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 width and adequate in width to accommodate the construction., maintenance and use of a ten (10) foot 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 with the Southern Railway right- of-way (as it exists or., November 19, 2004) (the "Greenway"). The precise location of the greenway shall be mutually agreed upon by the Owner and the County, and such agreement shall not be unreasonably withheld. The Greenway will be conveyed in the form of a general warranty deed and the Owner shall bear the cost of a survey and preparing the deed. Upon request by the County, the Owner shall also contribute ten thousand dollars ($10,000) cash for application toward the cost of constructing the Greenway according to the County's current standards for a class B trail. Such contribution shall be made by Owner within 30 days of receipt of a written request by the County. If the request is not made within seven (7) years from the date of` submission of the first final site plan for Phase I, this cash proffer shall become null and void. if such cash contribution is not fully expended for the stated purpose within two (2) years from the date the funds are contributed to the County, all unexpended 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 of dedication, the County shall transfer the land back to and for the use of the Owner to be used as open space. The Owner will provide a pedestrian connection to the Greenway through the Belvedere Conus7unity's internal trail system, as illustrated in Exhibit 5A, 5B, and 5C. 3.3 Greenwa bridge: Within thirty (30) days following request by the County, Owner shall contribute tern thousand dollars ($10,000) cash for application toward the cost of constructing a pedestrian bridge linking the Rivanna River Greenway in Dunlora (Tax Map Parcel. 62F -A3) to RiverRun (Tax Map Parcel 62 -DI -IA), thereby allowing neighborhood residents access to facilities in Pen Park and other portions of the Greenway system. If the request is not made within seven (7) years from the date of submission of the first final site plan for Phase I, this proffer shall become null and void. If such cash contribution is not expended for the stated purpose within two (2) years from the date the funds were cont ibuted to the County, all unexpended funds shall be refunded to the Owner. 4, Road Construction and reservation ofRigbh f --way. 4.1 North Free State Connector Road. The Owners shall, dedicate upon demand by the County a one hundred (100) foot wide right-of-way to public use as shown on Exhibit 2B of the General Development Plan and labeled "Reserved Road ROW". Where less than one 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 right-of-way. Fee simple interest shall be dedicated by the Owner within six (6) months following receipt by the Owner of written notice of demand by the County. The Owner shall pay for the costs of surveying and preparing deeds necessary to complete such dedication. The County must 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 one hundred (100) foot strip of land along the Property boundary with the Norfolk Southern Railroad as shown on Exhibit 2C of the General Development Plan and labeled "100' Reserved Road ROW" for dedication upon demand by the County for the purpose of constructing a road that extends the North Free State Connector Road northward across the thousand (5,000) pounds or more, primarily employed for construction, industrial, maritime, mining and forestry uses. 8 Code Enforcement 8.1 Architectural Standards -- The Owner shall prepare and record a declaration of covenants, conditions and restrictions that, among other things, establishes architectural standards equal to or more stringent than the architectural standards in the Code of Development, and establishes an Architectural Standards Committee ("ASC"). The declaration shall include among the powers and duties of the ASC the authority and responsibility to determine that each structure within the Property complies with 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 r. r..,....,.. GL i�cvc,vurr'ient. Signatures ofAll wners: Printed Names of All Owners: Date: Bet d re S tion jLand Tru : 7 rustee Dunlora LLC by Robert Hoaxer Hon es Inc. V1an ager by: -Rune r ;vI. Hauser --- )i%rt Hausser Homes Inc. by CECT StoneI-taus, Inc. by CEQ i Henry t,` son Sprouse 141 A; S J C. Levenson t A. CZ gz k c S .rn ' t Ylo % rZ L -c-, v f -o -yo I D I/ L 5.' Charlotte G. Levenson " signature of Attorney -in -T=act Printed Name of Attorney -in -Fact Rivanna River. The Owner shall dedicate right-of-way within six (6) months following written notice of dernand by the County. Such reservation shall remain in place through December 31, 2025. The County must accept the dedication within twelve (I2.) months following its demand for dedication. Should this road be removed from the Albemarle County Comprehensive Plan, said reservation shall become null and void, and the Owner or Successors shall retain fee simple ownership of the parcel. 4.2.1 North Free State Connector Extension Road Desi n. The Owner shall demonstrate to the satisfaction of the County Engineer and VDOT that the North Free State Connector Extension Road can be accommodated by the Block 2 Development Plan. Approval by VDOT and the County Engineer must be secured prior to final platting and road plan approval in Block 2. 4.3 Free State Road Right-of-way. The Owner shall dedicate, upon demand by the County, a fifty (50) foot wide right-of-way along portions of the existing Free State Road that are on the Owner's Property from its proposed intersection with Belvedere Blvd between Road C and Road K to its intersection with Loring Run Road. Where the road is only partially on the Property, the Owner shall dedicate sufficient right-of-way width to ensure a total right-of-way of not less than fifty (50) feet inclusive of the existing proscriptive right- of-way. The right-of-way shall be conveyed within six (6) months following receipt of written notice by the County, in the form of a general warranty deed and the Owner shall 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 County shall transfer t'ne land back to, and for the use of, the Owner. 4.4 Connection to Dunlora Farm. The Owner shall dedicate upon demand by the County, a fifty (50) foot wide right-of-way extending from Road D to the property line at the eastern terminus of Road J, as shown on Exhibit 2C of the General Development Plan. The right-of-way shall be conveyed within six (6) months following receipt of written notice by the County, fee simple, in the form of a general warranty deed and Ownex shall bear the cost of a survey and preparation of the deed. The County must accept the dedication within twelve (12) months following its demand for dedication. If the dedicated land is not used for the purpose for which it was dedicated within ten (10) years from the date of dedication, the County shall transfer the land back to, and .for the use of, the Owner. 4.5 Fairview Access. The Owner agrees to provide to Fairview Swim Club_—;;,� a fifty (50) foot wide access easement from Belvedere Drive to the edge of the Fairview Swing Club Property, (Tax Map Parcel 61-160B and 61-1600) to facilitate vehicular access to the existing Fairview entrance or in other such location that is mutually agreeable to the parties and in conformance with applicable County and VDOT regulations. The Owner shall grant easement within sixty (60) days following approval of final road plan for Belvedere Boulevard in Phase 1. 5. Overlot Gradiu2 Plan 5.1"" Subdivision Plans. The Owner shall submit an overlot grading plan meeting the requirement of this section (hereinafter, the "plan") with the application for each subdivision Of Property into single family detached lots and single family attached dwelling units shown on the General Development Plan. The plan shall show existing and proposed topographic RECEIVED APR 16 2013 !NW ASSOCIA71 ES u a`�'u 1t�xJ r�CS A�`I CO JNTY OF ALI31 NLUtLE Department of Community Development 401 McIntire hoard, Room 227 Charlottesville, Virginia 22902-4596 I'hnne 434 296-5832 Fax 434 072-4126 March 28, 2013 White, Herbert, RE, 3040 Avernore Square Plaza Charlottesville, Va 22911 RE: SDP201100064 Senior Center — Belvedere, Block 1 Dear Mr. White: On March 13, 2013 the Board of Supervisors approved the following variations as follows: Variation #49 ` To allow the maximum "Front build -to distance from street" for the building to vary from the distance of 5' specified in Table 10 of Belvedere's Code of Development (page 36) to be increased to 2' beyond any existing utility easements that have been located along the road. This approval was based on the following condition: • Table 10 of the Belvedere Code of Development must be updated prior to Final Site Man approval.. Variation #50 To allow a variation of building massing, interior parking access road and parking layout from that shown in the ZMA exhibits titled "Block 1 and 2 General Development Plan Exhibit 213" and "Block 1 and 2 Potential Development Scenario Exhibit 4". This approval was based on the following conditions: 0 The 'Pergola and Garden' feature along Belvedere Boulevard, as shown on the exhibit, will be required in addition to all standard street tree, parking lot, and site plan landscape requirements. • An updated description of Block 1 in the Belvedere Code of Development must be provided prior to Final Site Plan approval. Variation #651 To allow on -street parking along both sides of the "Parkway Section" of Belvedere Boulevard within Block 1 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 Pian (see section labeled "Belvedere Boulevard —100' RNV Parkway Section" on sheet 6 of 23). This approval Was based. Ian the following conditions: 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 (5') 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 8' multi-purpose trail, as previously approved. A four foot (4') planting strip and five feet (5') sidewalk must be provided on the apposite 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 Water Protection Ordinance plan must be approved by Engineering, • VDOT acceptance of Belvedere Boulevard. • An updated Table 8 showing the changes listed above (and variations #49 & #50) 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 Benlsh Chief of Planning CC: Belvedere Station Land Trust, Robert M Hauser & Stan C Manooglan Trs 2421 Ivy Rd Charlottesville Va 22903 File: SDP2011-00064 0 r O Zv 4 X2 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 yf > L$;. N3.04(1,2011,fl507 r 1! r ip _912 rt O:NA , 1SSU E DATE DD STET 2/2/18 COUNTY SP 4/23/18 SP 7/17/18 REW 1 8/13/18 REV/2 9/21/18 aim C0 w cv g Z 12 Lu Lu rZ 0 >r <t S 0 ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. r_r0_L__l� DROP INLET & STRUCTURE NO. CURB SEWER F{ ' " EXISTING SANITARY SEWER -SAN--o-- WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED SANITARY MANHOLE PROPOSED SANITARY SEWER C TC � TOP OF CURB BC ==BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 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. 1F 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. (NIA) 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 ICC/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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARILE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERIMIT. 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 ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 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 7:00AM 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. 191. 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. 211. 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 17-2078) r� Rz OL ow � a W z a 0� 2 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 CROZ'ET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 a, IP - ,6 ) -,,4l(' '{7 p TT h Lx;., No, O-jO2048 507 9%2.1/1 k - � .�. 2� TONAAL im ISSUiE DATE DD STET 2/2/18 COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 n 0) cv c" z L5_ Lu J U) w O J T ca 'NOTES & DETAILS 9/21/18 CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH -.- CENTERLINE OF DITCH BENCH MARK . m m ®m m m . CLEARING LIMITS -g- R-1 VDOT STANDARD STOP SIGN ............. 200 ........... -... EXISTING CONTOUR 200 PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION - TC 240.5 PROPOSED SPOT ELEVATION 1� PARKING COUNT SEWER F{ ' " EXISTING SANITARY SEWER -SAN--o-- WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED SANITARY MANHOLE PROPOSED SANITARY SEWER C TC � TOP OF CURB BC ==BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 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. 1F 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. (NIA) 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 ICC/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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARILE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERIMIT. 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 ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 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 7:00AM 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. 191. 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. 211. 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 17-2078) r� Rz OL ow � a W z a 0� 2 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 CROZ'ET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 a, IP - ,6 ) -,,4l(' '{7 p TT h Lx;., No, O-jO2048 507 9%2.1/1 k - � .�. 2� TONAAL im ISSUiE DATE DD STET 2/2/18 COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 n 0) cv c" z L5_ Lu J U) w O J T ca 'NOTES & DETAILS 9/21/18 GR-2,2A NON-SLIP BROOM FINISH \" \ CONCRETE BUMPER BLOCK R= X4"CONTROL JOINT SPACED 3'-1'/2" 3'-1'/z" 3'-1%z" 3'-1'/z" 6'-3" 6'-s" \ ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND _--.-........_ _.... _, AT WIDTH OF WALK .. - s .HANDICAP SIGN LOCATION (VAN) I \ JOINT AT MAX OF 30', WITH h N N rf' HANDICAP SIGN LOCATION (TYP.) EXPANSION a 1 �L . PREMOLDED EXPANSION FILLER 14° /4 jf VARIABLE WIDTH' MAX. CROSS SLOPE 2% ..- T ...., EOP` I i € O T ' 1 - . a.' a.. HEIGHT TOLERANCE *- 3/4" GR-2A GR-2 (3'-1�/z" POST SPACINGS (6'-3" POST SPACING) PAVEMENT / (PAINTED , / ' PER 2% MAX.,k 18' 18' I i �� 4 _..._.. CONC. WALK \ 5 \/ \ \/ \ \ \ /\ /\/ / / / fA H v MAX DYNAMIC DEFLECTION - 2' MAX DYNAMIC DEFLECTION - 3' r VDOT, € -. f- " i`' € 4 \ PAINTED SPEC. ` ... -....:...,.:�.T_._......._::__._.:_;....,.• ._ _ . " 3,00 IR-ENTRAINED CONCRETE id Z r_....: a.. ,------- d . • ; ..� i\ _ STRIPE I € (TYPICAL)~'. 8' 5' 8' 11' 5' i 9 :. .,, �.< ;. a .. ;, �. :. - ^° Q �, •, COMPACTED SUBGRADE 4" TYPE 21B STONE COVER TYPICAL VAN DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS ARCHITECT Lv ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE p r `C--.. -- i / J / � � \���,\\\\`,\,\\\\,;\\,,\,\,\,\i,�i\\ei\i\i��i�� -`"� NOTE. SIDEWALKS SHALL BE CONSTRUCTED IN `a ' v` ACCORDANCE WITH VDOT STANDARDS. BUSHMAN DREYFUS ARCHITECTS, PC NOTES: Y" DIA ARE APPROXIMATE ' ;,°` "" \ 82o-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 GUARDRAIL LOCATIONS SHOWN ON PLANS HOLE r ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND COMPACTED SUBGRADE 4" 21-B STONE u 434.295.1936 AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05, SENIOR CENTER DESIGN CONSULTANT 3" N FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W-BEAM BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET 4" NOS. 501.01 AND 501,02. LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL CONCRETE SIDEWALK PAVEMENT SECTION No Scale NO Scale No Scale RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. 513.444-4877 I I I ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL - I NOT BE SET WITH A VARIATION OF MORE THAN VST LANDSCAPE ARCHITECT 1'-0" MIN. -----------• VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. € PRAY DESIGN ASSOCIATES 1012 WILDMERE PL €SIGN EXPANSION JOINT WITH CHARLOTTESVILLE, VA 22901 RAIL SHALL BE MAINTAINED AT ALL GR-2 AND GP-5 A HEIGHT OF 27"" TOLERANCE BASED OFF THE 3,i" DIA. FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT /j HOLESCROSS SLOPE, OR SHOULDER SLOPE. ; € - f STD. U POST I € GALVANIZED E f PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH 434.242.7642 CIVIL ENGINEER T V I I v I ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF 11 u VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. 16" I h-1 CRT POST o_ CONCRETE 3�4 INTERNA- RAIL NON WELD PIPE N PAVEMENT L5.00 RAILING SYSTEM. Sinn E c I I € € : t SILICONE SEALANT 1/4" SEALANT NON-SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2° TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 SHEET 1 OF 1'-0" —� EXPANSION JOINT I 6° € F<�'a % ,000 PSI AIR ENTRAINED PORTLAND R STRUCTURAL ENGINEER DMWPV SPECIFICATION REFERENCE STANDARD BLOCKED-OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) I 2" TYP •' ° ° �° CEMENT CONCRETE '- ------ _ _ '...:._...........° _ C 110THIRDSTREETNE CHARLOTTESVILLE, VA 22902 221 505 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 501.04 .. .. ..o . `yQ `'�' :'. ''.• iv V-2" TYP G' V-2" TYP '.: • . ',.., ;. #3 REBAR @ NOSES 0 ' ° , .o.. ; • 1. TYP SOS EMBEDDED • • " .;� �\ ° ��� N P-:'"�:. {: ;''o'. EXPANSION POST TO BE DRIVEN ` €- 0 0 0 0 o 0 TYPE 21A STONE COVER ! \ \ \ \ /�_��— \ /�/\\ 434.293.5171 MEP (ENGINEER STAENGL ENGINEERING DETAIL 1 DETAIL. 2 EC-1 RADIUS- F ©C DETAIL JOINT • .. r b i. j; •: .... - •:....o.. COMPACTED SUBGRADE CBR 11.2 ( ) CROZET, VAT 2932 UE SUITE A _ LrJv a ..:<a .. = `" O CONCRETE '^ PAVEMENT rrllllrlllllll�l:: r..TrTI�TI�I.TTrT�: f € I ". A ` A z A \ �1 Atn iii l I ( I �?� ` ,' • yA l I y `-- HANDRAIL POST :� : .: \.... °.. I :: o € DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS Nc\ OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 F ro I I 1 #4 REBAR L 12" O.C. `..� ' .' ANCHORING _ I\ I I � g cn u� BOTH WAYS, CENTERED I , � (TYP) COMPACTED AGGREGATE I •'�.."'''' I ' L L I NOTE: SEE SITE GRADING FOR COMPACTED I 4'T NUMBER OF RISERS, WASH AND SUBGRADE �I, ...'.:�. SIGN AND POST DETAIL HEAVY DUTY CONCRETE SECTION ievs'h1 d - O No Scale O LANDINGS PER SET OF STAIRS NO Scale oll / i L ee �. .. t • - . i' r $ECJTEkTILE � � FABRIC �- t. t_ 6' LENGTH ... ........ ........." 1.5 ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A �� 3.5 INTERMEDIATE BASE COURSE - BM25.0 \\\\\l.. 1-ir.�To. 04020,18`0 r;a GEOTEXTlLc FRtO-� w SECTION A-A SECTION A-A > GEOTEXTILE FABRIC SECTION A-A 0.5' FROM EP 5' I .......�/ O O�Oo\Oo\O O O$�vft o 0 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE a 'e�� �,i n qI� ``,4,' EXTERIOR STAIRS & HANDRAIL No Scale MW. * \�\\\\o p ANCHOR WITH 5/$" REBAR S MIN. W S MIN. NOTES- STEEL CAP / f q IMBEDDED 24 IN GROUND; \\\\ 2 PER WHEEL STOP p r-� ca 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). .. ':''\/ /\ //\\\\\\\\ //\\\\ COMPACTED SUBGRADE: - 21, ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENOWALL ORTHE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE DTL2NSHOYSrJPt SPECIFIED ; 6° DIA. STEEL PIPE \/\\\\\/\\/� \\� Mmm IGr�rlr cel p 3. FABRIC 'TO BE INSTALLED UNDER CLASS Al AND & MATERIALS IN .� fif FILLED WITH CONCRETE AND • /. <;: ,; , <,„:<::::::>;...•.;«;;;«::«::<::<:::::::::::::: ;::::.;;:.:�,�««:.;:.,:::<,:,;,;,;«:;:<;<:::::::::::::::::.:::„� DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ti's'::::r::::ii cv Q ` GEOTEXTILE ACCORDANCE WITH SPECIFICATIONS. AccO�DANe� I HE SP€ POWDER COATED 4 ::<is :::<:;<..ssz::<.:;:::>::::::::::::::>z>:>::.;. : � FABRIC 4. 8 - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DICULVEAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX: ELLIPTICAL OR ARCH 3'5' (COLOR TO BE'�` SELECTED BY SECTION B—B X USE TYPICAL SECTION SHOWN ON FLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OF2' MATCH EXISTING DITCH OR NATURAL GROUND. OWNER) w LU ��/ PRECAST CONCRETE WHEEL STOP MAXIMUM OUTLET H EAVY DUTY ASPHALT PAVEMENT SECTION NO Scale TYPE OF OUTLET PROTECTION MATERIAL VELOCITY , „ MINIMUM T (FOR DESIGN STORM) (INCHES) > No Scale OUTLET PROTECTION MINUMUM LENGTH (L) PAVEMENT PATCH H CLASS Al CLASS Al DRY RIPRAP 8 fps 18 TYPE A INSTALLATION 3H Q CLASS T CLASS I DRY RIPRAP 14 fps 24 CLASS II GLASS lI DRY RIPRAP 1$ fps 38 TYPE B INSTALLATION 5H — ' 1=)—I—I I ° • :,. 'II—III=III—lid•... •` — ' — , — I—� (I� �I I I I r 4.,. -Ill-111-111=11 !SERVED RESERVED PARPAM 2.5” BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A Q L? �vboo SPECIFICATION REFERENCE 204 CULVERT OUTLET PROTECTION 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4; 111��� ROAD AND BRIDGE STANDARDS ti.'tDOT 3.5' 0 ,' °•. ' • ' a 2'-0” DIAMETER •. n' 3,000 PSI AIIR-ENTRAINED CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE MkTf MkTI( �" $500 RE PAE 6" TYPE 21 B AGGREGATE BASE COURSE o 0 0 0 0 0 0€ \ /\//\/\/\/\ \/\ \/ COMPACTED SUBGRADE REVISION DATE SHEET 1 OF 1 113.01 5" LUCKSTONE SHOULDER MIX I . < ISSUE DATE `\c TOW AWAIT ZONE TOW AWAY ZONE DD SET z/z/18 0 0 0 0 0 8" TYPE 21B AGGREGATE BASE COURSE F .:... ;: ,::.:.:;.: DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS µ `.. COUNTY SP 4/23/18 LLARD DETAIL LNcale VAN N - %/ 6' ABOVE AC��E 6' ABOVE \\ \ /\/\ / \\ \ \ \\ \ \ \ COMPACTED SUBGRADE FINISHED FINISHED COUNTYSP 7117/18 GRADE GRADE LIGHT DUTY ASPHALT PAVEMENT SECTION DENOTES EMERGENCY VEHICLE TURNAROUND ON PLANS o o a o 0 4., 57 STONE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING REV 1 8!13(18 No Scale /C�JT� �7 SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM PAINTED WIHITE REvz x/21/18 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. EMERGENCY VEHICLE TURNAROUND SECTION No Scale COMPACTED SUBGRADE DENOTES CLASS B TRAIL ON PLANS VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & EXISTING PAVEMENT PROPOSED PAVEMENT > :................................................ 12" BITUMINOUIS CONCRETE SURFACE COURSE - SM-9.5A �Oo 0 0 0 o CLASS B TRAIL SECTION 0 0 LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, o- SAWCUT THROUGH n MATCH EX. CROSS D6 o p o 0 o EXISTING AGGREGATE BASE WHITE BACKGROUND. EX. SURFACE UU SLOPE UNLESS OTHERWISE U No Scale COURSE x SPECIFIED ON PLANS w w & REMOVE COMPACTED SUBGRADE PAVEMENT 2' MIN PROPOSED SURFACE PARKING SIGNS FOR THE DISABLED No Scale MILL AND OVERLAY SEQUENCE: b o o O o 0 0 8 57 STONE 2" ± COURSE REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE /�j/� / / \\/\\/\/\/\/\/\\/\\\< EXISTING NEW ASPHALT SURFACE. PAVEMENT E 1 DENOTES MILL AND OVERLAY ON PLANS COMPACTED SUBGRADE -i` DENOTES GRAVEL ROAD ON PLANS • MILL EX. IC��ES c DETAILS ° a a a 6 ` a SURFACE COURSE 9/21/18 SAWCUT EX. BASE COURSE MILL AND OVERLAY PAVEMENT SECTION GRAVEL ROAD SECTION ° EDGE of PAVEMENT AGGR. BASE No Scale No Scale 5' - NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT C1 i CURB TRANSITION DETAIL PAVEMENT REPLACEMENT JOINT DETAIL No Scale No Scale A 11"41YLOPbAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. - - ----- - ------ - -------- 1- 12 MIN WIDTH GUIDELINE ------ ------ — ------- - ---- 6" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE PLANSITAKE OFF) (6" MIN, ON IT - 24", (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST 10" MIN, ON 30") ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, VARIABLE 0'- 360' ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 70U1-110-111 FOR NON TRAFFIC INSTALLATION, NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2., CONCRETE TO BE CLASS A.3 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"05" DEPTH) OR INCREASED AS MUCH AS 311 (21".DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG -2 13 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS, 2" RADIUS 'A' SURFACE A. P BASE SUBBASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION _REFERENCE 105 502 CG_3 J Z (3) VARIABLE SUMP DEPTH SC ACCORDING TO PLANS (61'MIN. ON 12" - 24", IT MIN. ON 39„ (4) VARIOUS TYPES OF INLET& OUTLET ADAP-TERS ------ - ------ ----------- - ---------- - BASED ON MANUFACTURING REQ.) - 24" 4" MIN ON 12" AVAILABLE: 4' - 30" FOR CORRUGATED HDPE',.. — 6" MIN ON 39' (ADS N-121HANCOR DUAL WALL, ADSIHANICOR SINGLE WALL), N-12 HP, PVC SEWER (Ek SDR 35)1 PVC DWV (EX: SCH 40), PVC C900,IC90 5, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 17 CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. WATERTIGHT JIOINT BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HDPE SHOWN)12" 30" PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. - i 1 12' - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A52I6 GRADE 70-60-05, 2 12" -30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 9' DUE TC) SHIPPING I----------- - RESTRICTIONS, SEE DRAWING NO. 7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNSY EBC MATERIAL 3130 VERONA AVE 4 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONzORM To NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12fHANCOR DUALWALLI, 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 ORFAX (770) 932-2490 5 - ADAPTERS CAN BE MOUNTED 0" TO 360', TO DETERMINE MI!,41MUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME Notola St www,nytoptast-Lis.corn XV=T 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 GRAT' ES SHALL MEET H-10 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PED'ES'TRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING ARTICLE HEREFRONI, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE NO, 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES;. IS FORBIDDEN EXCEPT BY SPECIFIC WRITTEN I I PERMISSION FROM NYLOPLAST. DWG SIZE A I SCALE 1:40 SHEET 1OF1 I DWG NO, 7001-110-283 REV D 201.02 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL, TOP OF FILL TOP OF FILL ---_`k ---- - --- --- -- - -------- - ----- - ------ ------ - ----- GROUND LINE 2: GRO,' NO LINE -E - - -----'--- ---- GROi NO LINE :I: - -------- - - - ------- --- - --- --- ------ --- - -- - -- - ------ - It - =1 I B I __I =3 I I 1HEARTH --I I I- ROCK OR EARTH UNYIELDING SOIL BEDDING q a-2 4_1 MATERIAL MIN. T iT_' MIN. I/ MIN, 1/10 01/10 D_ X x BEDDING x BEDDING MATERIAL MATERAL D X PER YOF 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 I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN 15 x 1 MIN 1.5 x D TOP OF FILL TOP OF FILL TOP GF FILL X: GROUND GROUND 0 ......... LINE LINE rr x LINE L::J A 11, LIE _'- -EARTH L OR ROCK MIN, 1/10 D - RE MIN. 1/10 D I X BEDDING 112" PER SOIL III lit lll� ''It 'I, XT X IM[W 1/10 D BEDD NC EARTH _c "'- BEDDING MATERIAL MATERIAL I" OF H x D . It I MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTHI FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT 0271 SECTION 302 0'P THE, ROAD AND BRIDGE NOTES - SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS Ell M, WITH SECTION 302 OF THE ROAD AND BRIDGE AND 'STORM SEVIERS GENERAL NOTES SPECIFICATIONS, REGULAR BACKFILL MATERIAL IN ACCORDANCE 0111 SHEET 107.00. I _I7RA CO FOR PLASTIC PIPE CLASS ASS 1 BACKFILL MAI L. WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED CLASS NFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS, 'SIZE REQUIRD)IENTS FOR -RUSHER RUIN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 215 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPIECIFICAHONS. XVD0T SIPECIFICAlION SPECIFICATION ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFERENCE SHEET 1 OF 4 REVISION ION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 1 105 107.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 502 4" 2" R STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 7" SURFACE BASE SUBBASE 61, 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 PAD 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 VIDOT 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 1 _2" R 6" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ..................... CO -2 CG -12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG -_2 OR CG -3 IN LINEAR FEET) GENERAL NOTES. DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING 'HALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 48-1 MA WARNING SURFACE AND SHALL BE SUBMITTED TO THE 'STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOL.11'HICALLY WITH RAMP 4' FLOOR OR BY USING PERWSSIBLE CONSTRUCHON jOINT WITH REQUIRED BARS. _V_ 4. IF RAMP FLOOR lS PRECAST, HOLES MUS I BE PROVIDED FOR DOWEL BARS SO B 2i THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF MAX 35 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE A - CLASS LASS A 4 - TYPE A ow 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED TCENIER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR- MINIMUM PERPENDICULAR CONCRETE ",OVER IV2", 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED 4,1 PAYMENT FOR CURB / CURB AND OUT FER, 5' MINI > 7, CURB RAMPS ARE TO 13E LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED UNA 0 Z '2 SURFACE BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX M 0 z AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT PARALLEL BE 1 OCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, FTC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL BASE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL �x% ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACI-117D, ENTERED D AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12 ARCHITECT THE CURB OPENING IS PLACED WITHIN THE LIP ITS OF THE CROSSWALK AND_12,1 MA BUSHMAN DREYFUS ARCHITECTS, PC THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS - PERPENDICULAR TO THE C 820 -B EAST HIGH STREET URB. XX X /-V I 5, IqIIIN' CHARLOTTESVILLE, VA 22902 SUBBASE 9. TYPICAL CONCRETE SIDEWALK I'S 4" THICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK434.295.1936 TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE {HEAVY 4' MIN ill AT X 2" HCl ER THAN TRUCK: IC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X" X , SAMF. AS TOP OF CURB SENIOR CENTER DESIGN CONSULTANT THE MINIMUM WIDTH 'i I SHALL BE THE WIDTH OF THE SHARED USE PATH. LIFESPAN DESIGN STUDIO, LLC 11. WHENONLY 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 INTOLOVELAND, ON 45140 THE TRAVELWAY, THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN TRUNCATED UNCATED DOME Is-, 513,444.4877 12, ALL CASES WHERF CURB RAMPS INTERSECT A RADIAL SECTION OF 2.4 C -C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD c>j -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCHT5_6_0 0 0 0 0 z! LANDSCAPE ARCHITECT THE BACK OF CURB. 4, 0 C) (-) 0 Q 0 ") o 0 o 0 0 &- PRAY DESIGN ASSOCIATES y -C' 0 0 0 0 0 0 0 0 0 0 0 0-- 1012 WILDMERE PL 0 \. �� LT� LANDING RAMP 0 C, a 00 0 0 0 0 0 0 I'D O 01 0 G CHARLOTTESVILLE, VA 22901 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E.; 434.242.7642 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIVIL ENGINEER I�AQZ1i(557 OF. BASE DIAMETER 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER TIMMONS GROUP SPECIFICATION CLAUSE co 0 E VARIABLE FULL WIDTH OF RAMP FLOOR 608 PRESTON AVE, SUITE 200 100K POWERDRAIN - LOAD CLASS A S SEE NOTE 12. EXPANSION JOINT TO PAVEMENT PER 54-0" MIN 1- v-19ASE DIAMETER SEE NOTE 4 ENGINEER'S DETAILS DESIGN I-- PAY LIMITS SEE NOTE 3 DOCUMENTS GENERAL DETECTABLE WARNING THE SURFACE DRAINAGE SYSTEM SHALL BE DETECTABLE WARNING POLYMER CONCRETE S100K CHANNEL SYSTEM WITH CIFICATJON SPEREFERENCE INSTALLED ON A DUCTILE IRON RAILS AS MANUFACTURED BY ACO DETAIL DETAIL ..... ... . ..... CROSSWALK CURB -1 POLYMER PRODUCTS, INC. NOTES: FOR GENERAL NOTES ON [HE DEIECIABLE WARNING SURFACE, SEE SHEET I OF 5, VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURAL ENGINEER XVD= XVDO-T SECTION A -A SPECIFICA! ION DMVVPV ITHE REQUIRED LENGTH OF A PARALLEL RAMP MATERIALS W A /-\RNING SURFACE < 6 LIMITED TO 15 FEET, REGARDLESS OF THE ROAD AND BRIDGE STANDARDS < CHANNELS SHALL BE MANUFACTURED FROM SIDEWALK SLOPE. 110 THIRD STREET NE REVISION DATE SHEET 1 OF 1 SHEET I OF 5 POLYESTER RESIN POLYMER CONCRETE WITH AN (GENERAL NOTES) 105 CHARLOTTESVILLE, VA 22902 INTEGRALLY CAST -IN DUCTILE IRON RAIL. 203.05 A VIRGINIA DEPARTMENT OF TRANSPORTATION 4 434.293.5171 MINIMUM PROPERTIES OF POLYMER CONCRETE WILL CG -12 MEP ENGINEER AS FOLLOWS: A ................ 51 MIN 4 COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI T_ 1159 CROZET AVENUE, SUITE A 6 121 MAX 4� MIN TENSILE STRENGTH: 1,500 PSI 7. 12:1 MAX X, WATER ABSORPTION; 0.07% 4" [1 00jl < OWNERS REPRESENTATIVE FROST PROOF YES 12;1 MAX WITH BUFFER STRIP MATTHEWS DEVELOPMENT COMPANY DILUTE ACID AND ALKALI RESISTANT YES 1 434.972.7764 B117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (100mrn) NOMINAL INTERNAL WIDTH WITH A 6.29" (160rnm) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED 'N" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALEIFEMALE JOINT. ---) 4" [100mml 4" [1 00mml THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO 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. lffl" [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 BE INSTALLED DETERMINE PROPER LOAD CLASS. IN ACCORDANCE WITH THE MANUFACTURER'S 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. INSTRUCTIONS AND RECOMMENDATIONS. SK1 -A-ECP S100K - POWERDRAIIN'- LOAD CLASS: A ACO Polymer Products, Inc. Exposed Concrete Pavement 825 W, Beechcra!' St 9470 Pinecone Dr, 4211 Pleasant Rd. Casa Grande, A2.85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520421-9988 Tel� 440-639-7230 Tel: 440-639-7230 DATE: 08/25/15 Fax: 520-421-9899 Fax: 440-639-7235 Fax: 803-802-1063 A 11"41YLOPbAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. - - ----- - ------ - -------- 1- 12 MIN WIDTH GUIDELINE ------ ------ — ------- - ---- 6" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE PLANSITAKE OFF) (6" MIN, ON IT - 24", (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST 10" MIN, ON 30") ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, VARIABLE 0'- 360' ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 70U1-110-111 FOR NON TRAFFIC INSTALLATION, NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2., CONCRETE TO BE CLASS A.3 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"05" DEPTH) OR INCREASED AS MUCH AS 311 (21".DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG -2 13 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS, 2" RADIUS 'A' SURFACE A. P BASE SUBBASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION _REFERENCE 105 502 CG_3 J Z (3) VARIABLE SUMP DEPTH SC ACCORDING TO PLANS (61'MIN. ON 12" - 24", IT MIN. ON 39„ (4) VARIOUS TYPES OF INLET& OUTLET ADAP-TERS ------ - ------ ----------- - ---------- - BASED ON MANUFACTURING REQ.) - 24" 4" MIN ON 12" AVAILABLE: 4' - 30" FOR CORRUGATED HDPE',.. — 6" MIN ON 39' (ADS N-121HANCOR DUAL WALL, ADSIHANICOR SINGLE WALL), N-12 HP, PVC SEWER (Ek SDR 35)1 PVC DWV (EX: SCH 40), PVC C900,IC90 5, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 17 CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. WATERTIGHT JIOINT BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HDPE SHOWN)12" 30" PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. - i 1 12' - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A52I6 GRADE 70-60-05, 2 12" -30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 9' DUE TC) SHIPPING I----------- - RESTRICTIONS, SEE DRAWING NO. 7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNSY EBC MATERIAL 3130 VERONA AVE 4 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONzORM To NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12fHANCOR DUALWALLI, 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 ORFAX (770) 932-2490 5 - ADAPTERS CAN BE MOUNTED 0" TO 360', TO DETERMINE MI!,41MUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME Notola St www,nytoptast-Lis.corn XV=T 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 GRAT' ES SHALL MEET H-10 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PED'ES'TRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING ARTICLE HEREFRONI, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE NO, 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES;. IS FORBIDDEN EXCEPT BY SPECIFIC WRITTEN I I PERMISSION FROM NYLOPLAST. DWG SIZE A I SCALE 1:40 SHEET 1OF1 I DWG NO, 7001-110-283 REV D 201.02 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL, TOP OF FILL TOP OF FILL ---_`k ---- - --- --- -- - -------- - ----- - ------ ------ - ----- GROUND LINE 2: GRO,' NO LINE -E - - -----'--- ---- GROi NO LINE :I: - -------- - - - ------- --- - --- --- ------ --- - -- - -- - ------ - It - =1 I B I __I =3 I I 1HEARTH --I I I- ROCK OR EARTH UNYIELDING SOIL BEDDING q a-2 4_1 MATERIAL MIN. T iT_' MIN. I/ MIN, 1/10 01/10 D_ X x BEDDING x BEDDING MATERIAL MATERAL D X PER YOF 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 I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN 15 x 1 MIN 1.5 x D TOP OF FILL TOP OF FILL TOP GF FILL X: GROUND GROUND 0 ......... LINE LINE rr x LINE L::J A 11, LIE _'- -EARTH L OR ROCK MIN, 1/10 D - RE MIN. 1/10 D I X BEDDING 112" PER SOIL III lit lll� ''It 'I, XT X IM[W 1/10 D BEDD NC EARTH _c "'- BEDDING MATERIAL MATERIAL I" OF H x D . It I MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTHI FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT 0271 SECTION 302 0'P THE, ROAD AND BRIDGE NOTES - SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS Ell M, WITH SECTION 302 OF THE ROAD AND BRIDGE AND 'STORM SEVIERS GENERAL NOTES SPECIFICATIONS, REGULAR BACKFILL MATERIAL IN ACCORDANCE 0111 SHEET 107.00. I _I7RA CO FOR PLASTIC PIPE CLASS ASS 1 BACKFILL MAI L. WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED CLASS NFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS, 'SIZE REQUIRD)IENTS FOR -RUSHER RUIN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 215 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPIECIFICAHONS. XVD0T SIPECIFICAlION SPECIFICATION ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFERENCE SHEET 1 OF 4 REVISION ION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 1 105 107.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 502 4" 2" R STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 7" SURFACE BASE SUBBASE 61, 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 PAD 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 VIDOT 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 1 _2" R 6" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ..................... CO -2 CG -12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG -_2 OR CG -3 IN LINEAR FEET) GENERAL NOTES. DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING 'HALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 48-1 MA WARNING SURFACE AND SHALL BE SUBMITTED TO THE 'STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOL.11'HICALLY WITH RAMP 4' FLOOR OR BY USING PERWSSIBLE CONSTRUCHON jOINT WITH REQUIRED BARS. _V_ 4. IF RAMP FLOOR lS PRECAST, HOLES MUS I BE PROVIDED FOR DOWEL BARS SO B 2i THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF MAX 35 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE A - CLASS LASS A 4 - TYPE A ow 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED TCENIER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR- MINIMUM PERPENDICULAR CONCRETE ",OVER IV2", 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED 4,1 PAYMENT FOR CURB / CURB AND OUT FER, 5' MINI > 7, CURB RAMPS ARE TO 13E LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED UNA 0 Z '2 SURFACE BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX M 0 z AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT PARALLEL BE 1 OCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, FTC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL BASE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL �x% ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACI-117D, ENTERED D AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12 ARCHITECT THE CURB OPENING IS PLACED WITHIN THE LIP ITS OF THE CROSSWALK AND_12,1 MA BUSHMAN DREYFUS ARCHITECTS, PC THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS - PERPENDICULAR TO THE C 820 -B EAST HIGH STREET URB. XX X /-V I 5, IqIIIN' CHARLOTTESVILLE, VA 22902 SUBBASE 9. TYPICAL CONCRETE SIDEWALK I'S 4" THICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK434.295.1936 TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE {HEAVY 4' MIN ill AT X 2" HCl ER THAN TRUCK: IC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X" X , SAMF. AS TOP OF CURB SENIOR CENTER DESIGN CONSULTANT THE MINIMUM WIDTH 'i I SHALL BE THE WIDTH OF THE SHARED USE PATH. LIFESPAN DESIGN STUDIO, LLC 11. WHENONLY 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 INTOLOVELAND, ON 45140 THE TRAVELWAY, THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN TRUNCATED UNCATED DOME Is-, 513,444.4877 12, ALL CASES WHERF CURB RAMPS INTERSECT A RADIAL SECTION OF 2.4 C -C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD c>j -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCHT5_6_0 0 0 0 0 z! LANDSCAPE ARCHITECT THE BACK OF CURB. 4, 0 C) (-) 0 Q 0 ") o 0 o 0 0 &- PRAY DESIGN ASSOCIATES y -C' 0 0 0 0 0 0 0 0 0 0 0 0-- 1012 WILDMERE PL 0 \. �� LT� LANDING RAMP 0 C, a 00 0 0 0 0 0 0 I'D O 01 0 G CHARLOTTESVILLE, VA 22901 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E.; 434.242.7642 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIVIL ENGINEER I�AQZ1i(557 OF. BASE DIAMETER 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER TIMMONS GROUP 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 PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. � R AM MP __EE TABLE) (S DETECTABLE WARNING AT BACK F CURB A 0 4 6 VARIABLE FULL WIDTH OF RAMP FLOOR 608 PRESTON AVE, SUITE 200 SEE SHEET 1 OF 5 FOR DETAILS SEE NOTE 12. 3 54-0" MIN 1- v-19ASE DIAMETER 8 12 I-- PAY LIMITS CHARLOTTESVILLE, VA 22903 6 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 434.327.1688 CIFICATJON SPEREFERENCE INSTALLED ON A RADIUS DETAIL DETAIL CROSSWALK CURB -1 SHA! L BE PROVOCED FOR PERPENDICULAR NOTES: FOR GENERAL NOTES ON [HE DEIECIABLE WARNING SURFACE, SEE SHEET I OF 5, VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURAL ENGINEER XVD= XVDO-T SECTION A -A SPECIFICA! ION DMVVPV ITHE REQUIRED LENGTH OF A PARALLEL RAMP CG -12 DETECTABLE W A /-\RNING SURFACE REFERE'NCE 6 LIMITED TO 15 FEET, REGARDLESS OF THE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SIDEWALK SLOPE. 110 THIRD STREET NE REVISION DATE SHEET 1 OF 1 SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 CHARLOTTESVILLE, VA 22902 201.01 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 434.293.5171 CG -12 MEP ENGINEER A 51 MIN STAENGL ENGINEERING S 1 #5 DOWEL,,, 8" LONG PERMISSIBLE A— 1159 CROZET AVENUE, SUITE A AT 12" C -C_ 5' MIN CONSTRUCTION JOINT 121 MAX 4� MIN CROZET, VA 22932 434. 95 8105 7. 12:1 MAX X, aCzaE < OWNERS REPRESENTATIVE 12;1 MAX WITH BUFFER STRIP MATTHEWS DEVELOPMENT COMPANY 1 434.972.7764 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 PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. � R AM MP __EE TABLE) (S RAMP (SE !'ABLE) A 0 4 6 TRUNCATED DOMES 5 7 SEE SHEET 1 OF 5 FOR DETAILS CROSSWALK 3 54-0" MIN 4 8 12 SHAPE _T0MA-,CH FACE 10 15 6 OF ROADWAY CURB BACK OF CURB STANDARD ENTRANCE GUTTER 46 ' MAX. CIFICATJON SPEREFERENCE 20!1 48 1 MAX. 16 A 4SQUARr r AFMING AREA OUTSIDE OF TRAVELWAY CROSSWALK CURB -1 SHA! L BE PROVOCED FOR PERPENDICULAR NOTES: FOR GENERAL NOTES ON [HE DEIECIABLE WARNING SURFACE, SEE SHEET I OF 5, VIRGINIA DEPARTMENT OF TRANSPORTATION 777-1-71 CRGSSWALI, '�ITHN THE MARKED CROSSWALK ARFA SECTION A -A PERMISSIBLE CONSTRUCTION < JOINT cn QF-r'TIr)t\l P -P MIN 12.1 MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP cn V-) TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IIN PERCENT MINIMUM RAMP LENGTH IN FEETI 4" CURB 6" CURB 0 4 6 1 5 7 2 CROSSWALK 3 6 71-- 4 8 12 5 10 15 6 14 15 z2 STANDARD ENTRANCE GUTTER CIFICATJON SPEREFERENCE 16 A 4SQUARr r AFMING AREA OUTSIDE OF TRAVELWAY CROSSWALK CURB -1 SHA! L BE PROVOCED FOR PERPENDICULAR NOTES: FOR GENERAL NOTES ON [HE DEIECIABLE WARNING SURFACE, SEE SHEET I OF 5, VIRGINIA DEPARTMENT OF TRANSPORTATION 777-1-71 CRGSSWALI, '�ITHN THE MARKED CROSSWALK ARFA TYPICAL PLACEMENT RB CUR'S ITHE REQUIRED LENGTH OF A PARALLEL RAMP 4: SUFFER STRIP 6 LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SIDEWALK SLOPE. TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IIN PERCENT MINIMUM RAMP LENGTH IN FEETI 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 71-- 4 8 12 5 10 15 6 14 15 XVID07 ROAD AND BRIDGE STANDARDS SHEET .3 OF 5 REVISION DATE 203,07 07/16 CO -90 EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION 1O'NT 01 EXPANSION JOINT U EDGE OF PAVEMENT WITHIN CROSSWALK F—LANUNG 48:1 MAX. DIAGONAL PLACEMENT SLOPE __LANDING 4811 MAX. ­'LANDiNG 481 MAX. SLOPE I SLOPE -0 T CURB MIN F -CURB 00- CROSSWALK �k ROSSWALK GRASS T1 CONCROR CURS ETE CURB V) WITH BUFFER STRIP WITHOUT BUFFER STRIP IFICAT CION CG -12 DETECTABLE WARNING SURFACE SPEREFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 4 ""X? q J rz� C_RVf(-j 17,11 1 ll FA"�,', KI Lic, Nu' 0`0,20,48507 9'? 1 /,Is 0TVAL LU Lw WIDTH OF ISSUE DATE A ENTRANCE WIDTH OF ENTRANCE LIMITS OF PEDESTRIAN n LIMITS OF PEDESTRIAN DID SET 2/2/18 EXPANSION JOINT F AC'ESS ROUTE ACCESS ROUTE PACE N T SAVoR ABLE _1' UNPAVED SPACE COUNTY SP 4/23/18 WIDTH OF ENTRANCE__11 CURB INCLUDED IN COUNTY SP 7/17/18 LNINANCE GUIIEH V� -- - ---------- ... ..... Z LIMITS OF PEDES TRIG _ LIMITSOF PEDESTRAN < ACCESS ROUTE NON -TRAVERSABLE -1 A, ­1 I "`11 ROUTE REVII 8/13/18 Z SLOP PEDESTRIAN ACCESS ROUTE DETAILS WITH & REV 2 9/21/18 FLOW LINE WITHOUT UPAVED SPACE ENTRANCE 1N%fH ADDITIONAL RICHT-OF-WAY IS REQUIRED IF THE LIMITS DESIRABLE MINIMUM 16' OF PEOESTRiAI4'ACCESS ROUTE a] EXTEND BEYOND EXISTING 1'..3„ ABSOLUTE MINIMUM 12' OR PROPOSED VIDOT RIGHT -OF WAY. ZA­ / PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UINOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A HALF PLAN A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF PEDESTRIAN ACCESS ROUTES L*1 ARF BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX, 2% CR6S-, SLOPE. SECTION B-8 WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS 2`0" STAIIJDARDIS TO BE ADJUSTED TO MATCH THE IVIOUNI_AELE CURB CONF€GURATION. 1_ UNPAVED SIDEWALK SPACE PARABOLIC I . . . . ...... --- - --- - --------------- -------------------C—URVE SPACE '-I- NORMAL GUTTER- ___, L-1 XX x —*0% TO 101 CHANGE 04 C\j z 0 w _j U) LU0 fz 0 SECTION C -C NOTES & DETAILS 6"' AGGREGATE BASE CLASS A3 (H.E.S,) CONC. SIZE 218 2'- 0 9/21/18 5'- 0 4 OF GRACE CHANCE 12% MAX, SLOPE -.POINT FOR CURB AND GU'Fl F R ON1 Y BUILT CONCURRENTLY SECTION A -A IN'%VC0T 1V DOT TOT AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF I SI -FET I OF 1 REVISION DATE 201.03 20103 07/15 X 12 MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS x x x 3 NiIAXIMIUM DECREASE NJ SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D C1 z2 STANDARD ENTRANCE GUTTER CIFICATJON SPEREFERENCE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 777-1-71 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL MIN MIN. INITIAL BACKFILL MINM1 6" BEDDING _51 Z #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 4, IN INITIAL BACKFILL 01 MI UNSTABLE MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA 11 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. 5BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION BEDDING NTS TD -2 2016 ROAD & BRIDGE STANDARDS STRUCTURE SIZE AND WALL THICKNESS VARIES 20n8ROAD &BRIDGE SrAwoAnoa 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" V MIN BRANCH / NOTE FLEXIBLE CONNECTION-� �=�= WITH STAINLESS STEEL -l-- ALL CONNECTIONS TO BAND | EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Ld CONNECTION " 8O0T'^ INSTALLED o/ TYPICTY�}|/`�| MANHOLE PLAN AL /`�/`.- m/`/v/ ,`,,_�_ / `-/`/. SHlHNG BRANCH -TIE IN NTS RG.S-|-B max max A PLUG � FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENC ACCOMMODAI ANCHOR IF min BEDDIN G AS REQUIRED MIN SECTION 1-1 SECTION 2-2 PIPE DEGREE SEND D�MENSIONS VOL- CLASS A3 CONCRETE \-CLASS A3 CONCRETE SECTION A -A RUBBIER SECTION 8-8 CU. D] 1. THE STANDARD SAFETY SLAB (Si IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE: DRAINAGE DESCRIPTION, FOR MANHOLES. JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE B'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET DROP PIPE 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 5L-1 IS INCLUDED IN THE COST Of THE STRUCTURE. SEE CAST IN PLACE DRAWINGS 101 FOR FURTHER DETAILS 3, ACCESS OPENINGS ARE To BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABILE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4- SAFETY SLAB MAY BE PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS NEC CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31 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 TYPICAL PRECAST UNIT XVCCT YPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BRIDGE STA4DARDS MANHOLES AND JUNCTION BOXES REVISION SHEET 1 0 DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 20n8ROAD &BRIDGE SrAwoAnoa 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" V MIN BRANCH / NOTE FLEXIBLE CONNECTION-� �=�= WITH STAINLESS STEEL -l-- ALL CONNECTIONS TO BAND | EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Ld CONNECTION " 8O0T'^ INSTALLED o/ TYPICTY�}|/`�| MANHOLE PLAN AL /`�/`.- m/`/v/ ,`,,_�_ / `-/`/. SHlHNG BRANCH -TIE IN NTS RG.S-|-B max max A PLUG � FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENC ACCOMMODAI ANCHOR IF min BEDDIN G AS REQUIRED MIN SECTION 1-1 SECTION 2-2 PIPE DEGREE SEND D�MENSIONS VOL- TEE AND PLUGS USE APPROVED FLEXIBLE RUBBIER CU. D] fiASKETED STOP COUPLING DROP PIPE PIPE STRAPS (STAINLESS STEEL) 2.50 2,50 101 0,24 ---90' RESTRAINED BEND 90 3,66 3.16 121 OAS 90 4,133 3.83 142 0,83 i. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 25100 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIGW-3 CRIMP AND ROLL END OF COPPER PIPING � REMAINING COPPER PIPE T0G[ VERTICAL| � | s*uT-opr on:p0RATIou srVp TYPICAL SERVICE TAP ABANDONMENT NO -IF -i MIN60' DIAMETER MANHOLE DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBIER fiASKETED STOP COUPLING DROP PIPE PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY ---90' RESTRAINED BEND ,IPE. MAIN PLAN PR FILE MIN, 6- BEDDING WITH NO. 6S STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETFRIVINED BY THE ACSA, BUT SHALL NOT BE LESS THANTWO 2. VEATICAL DROP PIPE SHALL BE- SDR 26 P.VC, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED 10 THE'DROP FITTING WITH STANDARD GASKE'I'JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL 13E MADE OF STAINLESS STEEL, 4, SHAPE INVERTAS NEEDED TO PROVIDE SIVOOTPITRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF IVIANHOLE INVERT, 5, DROP CONNECTION DISCHARGE FI 11ING SHALL BE ORIENTED AT 45 DEGREFS, INTO THF FLOW, 6, VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7, MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER D20P CONNECTIONS. 5_TA_NDARQ_ INTERNAL DROP CONNECTION 6. wom� RESTRAINED JOINT RTDwos Side View 42" Minimum Certification of 95% compaction required 4 Galvanized Steel Beam, 3' min. penetration into undisturbed soil , or as approved by the M TYPIC'AL THRUST BLOCK IN FILL AREA NTS Ra W -3B NO TES: -1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT, 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-- INI- PLACE VAULTS SHALL BE 47. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER__VAULT (2 METER NTS FIG. W -7C EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL N0TCONTAIIN ROCK MATERIAL LARGER THA^M 5' IN ANY DIMENSION --koTAL BACKFILL* (G" LIFTS) * TH0R0U(GHLYCOWPACTED OYHAN0 OR APPROVED MECHANICAL TAMPER --HAUNCH|NIG -BEDDING 6^ mux 41min -FOUNDATION ALL BE REQUIRED SOIL ^^VVwoU�N� ARE UNSTABLE ��ALL P|PE)I NOTE � --' 1.OpEN CUTS IN PAVED AREAS WITHIN EXISTING VUVT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED DR A 4^ BEDD\|NG OF NO, 08 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL RE INSTALLED ON A MINIMUM 8^ BEDDING OF NO, 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS RG. S-3 NOTE� HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS MICH IS THE LOCAL STANDARD. LENGTH BRANCH VARIES 00 6' MIN 7 FT_ VALVE BOX V CU 0 0Z 6" GATE VALVE TEE 2500 PS,I, CONCRETE ARCHITECT BASE AND THRUST BLOCK AGAINST BUSHMAN DREYFUS ARCHITECTS, PC UNDISTURBED STABLE 820-B EAST HIGH STREET SOIL STEEL PILE CHARLOTTESVILLE, VA 22902 RESTRAINED JOINT FITTINGS 434.295.1936 WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL. PILE SHALL SENIOR CENTER DESIGN CONSULTANT BE USED AS ADDITIONAL SUPPORT. LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 NOTE - 511444.4877 1. SURROUND WEEP HOLES NTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT LANDSCAPE ARCHITECT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND PRAY DESIGN ASSOCIATES VALVE BOX, 1012 WILDMERE PL 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. CHARLOTTESVILLE, VA 22901 IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS 'WHERE WEEP 434.2427642 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE: CIVIL ENGINEER PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 434.327.1688 STRUCTURAL ENGINEER DMWPV PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION I G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISnNG SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT To FIT PIPE OUTSIDE DIAMATER PLUS 6" -12" THICK VDOT % No. 68 STONE BEDDING SOI -10 CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN ON FIGURE S -1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROU ALLOW CONCRETE TO FLOW A MIN, WRAP EXISTING PIPE WITH V-0' BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NOW - CORROSIVE STRAPS, I Oil EACH SIDE OF OPENING 12' MIN, CAST -JN PLACE k, 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 ! NOTCO LARGER 0MENS0 |NTEMBEDMENT 8"MIN IAL (SPRING LINE OF PIPE 6^L ) TH0 BY MEC -HAUN NO. 68 STONE 8[DD| -FOUND REQU| CONDI ALL NOTE l�OPEN CUTS IN PAYED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SH AL L B NC BACKFILL SHALL NTA!N ROCK MATERIAL THAN 5^|N ANY NBACKFILL*FT5) ROUGHLY COMPACTED HAND OR APPROVED HAN|CAL TAMPER CH|NG NG U^ max 4" min AT|ON (SHALL BE RED WHEN SOIL TIONS ARE UNSTABLE P|PE) � E BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.rOR DUCTILE |RON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND C0MPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 58 STONE SHALL BE PROVIDED3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM O' BEDDING OF NO. OO STONE TYPICAL SEWER PIPE NSTA-AT'lN IN TRENCH TD-J� nuTHIRD STREET ms CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER v/»EmnLswa/wceR/ma 11seuxozsrAVENUE, SUITE A onozsrm^c29u 434.295u105 O���REPRESENmnVE |MArr*swnDEVELOPMENT COMPANY | dit ISSUE DATE DD SET 2/2/18 COUNTY SP 4/23/18 COUNTYSP 7117/18 REV1 8/13/18 REV 2 9/21/18 ISSUE DATE DD SET 2/2/18 COUNTY SP 4/23/18 COUNTYSP 7117/18 REV1 8/13/18 REV 2 9/21/18 vg ,J W Q C7 J, Ko E'AXG %7� I K 'nAIRSKI > _,�IOXAL c\l 0 Lu U) ui F- 0 ISSUE DATE DD SET 2/2/18 COUNTY SP 4/23/18 COUNTY SP 7/17/18 I REV 8/13/18 REV 9/21/18 STEEP SLOPES 9/21/18 MANAGED SLOPES GREATER THAN 25% PRESERVED SLOPES GREATER THAN 25% NOTE: MANAGED AND PRESERVED SLOPES INFORMATION FROM ALBEMARLE COUNTY GIS DATA rAcn_,W� Lw__T__�m I DEMOLITION PLAN 9/21118 C2m2 COUNTY SP 7/17/18 REV 8/13/18 REV 9/21/18 . ......... .......... .. ....... ........... . .. .. .. ... t IE T ',:Q 'ISTING' T.. f)( 'WATERLINE 6"X6 TEE . . . ..... . ......... ... .... 22 5-+45- ...... ... . . (2)22.5 . ........ . .BENDS ........ . .. .... . . ... .. .. ...... . . .. . . . . . . . . LAYOUT & UTILITY PLAN PHASE 1 9121/18 . ......... .......... .. ....... ........... . . . . . . ... ...... .... . . ... .. .. ...... . . .. . . . . . . . . LAYOUT & UTILITY PLAN PHASE 1 9121/18 SCALE V=30' 0 30' 60' LAYOUT a UTILITY LEGEND: EMERGENCY VEHICLE TURN AROUND CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT El ASPHALT TO BE MILLED & OVERLAID WITH ASPHALT CLASS B TRAIL 10 GRAVEL ROAD LAYOUT a UTILITY 440 CL 0 � m r co 131 B ►- CM r U 20.24' OF 70L C0 Q o N_ O r 134: 6 " Cleanout m r r r N Co., rr (0 r` r C9 1 C O cc C*) 0 TOP 436.10 - IN r co r-- CO4Lo N N =+C)'t�r� N o0 .may. CNrnrnO V �Q�Z z z p C:) r�Oz U) F- Z z 00co 0tHcfi r� -'tZ_Z=O NCDmZ) 445 o �O» > r r ® RETAININ C/) f- Z Z z INV OUT 402 31 (131) EXIST. WALL r�L000I� 00 d' +d'��N� cNoP0> GRADE r �W CC\1 Z0 rU)a- z 440 '�� 440 106A: 18" Basin - Solid Top- Cz a) STA 10+62.29 C7 -TOP 435.91 Cz ND N ^ ^ INV IN 429.8$ (107A) :3r L b'7 r r r r INV IN 430.73 (161) or -C/)m U co = o v (0 INV OUT 429.63 (107) 1 CD co C: C> 124: 8" Basin - Square Grate FD� r co N � 00 0 rn o N m o+ c5 STAB 10+25.55 m _ Cf) 108: 12" Basin -Circular Grate 00 T' O TOP 436.2904 r M Z d z_ z_ z_ p STA 10+00.00 N < O > Ll INV IN 431.81 (125) N O > > o < O >> > > TOP 434.50 i- Z INV OUT 431.71 (123) m �- z ? r (n z z z z INV OUT 430.55 (107A) 445 450 i EXIST. GRADE 1 PROP. GRADE 435435 435 435 435 __. ..... m rm>. _.. _..___.. _.__..... ........ 4' 125 161 430 62 _ ...._, 430 430 430 430 2 55' OF mm.m m ......w,...�................ M F ............._._, _. 12 _.r... HbPE �...__. . @ 2.50 1.50 % 1211 O ' E 121 4 35.93' OF @ 2'OOP 46.02 " HDPE OF 425 425 1@ 1.50% 425 425 "1 �HDPE 425 +5© 10+00 11+00 11+50 STR162 - STR106A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L � m r co 131 B 820-B EAST HIGH STREET CM r r LO r r 20.24' OF () r N_ O r 134: 6 " Cleanout m r r r N Co., rr (0 r` STA 10+05.00 CO00 ) N TOP 436.10 - +�I- CO4Lo N N =+C)'t�r� INV IN 430.87(135) CCq 't0 �Q�Z z z p INV OUT 430.88 (133A) r�Oz U) F- Z z ®~Ozzz z 440 r� F-_ r U) F-_ e ._ 445 445 EX D-9: DI 3B 10 ft Throat 445 445 Lin LO N N �Nr-0) RETAININ 1 INV OUT 402 31 (131) EXIST. WALL r�L000I� 00 d' +d'��N� EXIST. GRADE r �W CC\1 Z0 GRADE` PROP. GRADE 440 440 '�� PROP. `GRADE 4401 440 106A: 18" Basin - Solid Top- Cz a) STA 10+62.29 C7 -TOP 435.91 Cz ND N ^ ^ INV IN 429.8$ (107A) :3r L b'7 r r r r INV IN 430.73 (161) or -C/)m U co = o v (0 INV OUT 429.63 (107) 1 CD co C: C> 124: 8" Basin - Square Grate FD� r co N � 00 0 rn o N m o+ c5 STAB 10+25.55 m _ Cf) 108: 12" Basin -Circular Grate 00 T' O TOP 436.2904 r M Z d z_ z_ z_ p STA 10+00.00 N < O > Ll INV IN 431.81 (125) N O > > o < O >> > > TOP 434.50 i- Z INV OUT 431.71 (123) m �- z ? r (n z z z z INV OUT 430.55 (107A) 445 450 i EXIST. GRADE 1 PROP. GRADE 435435 435 435 435 __. ..... m rm>. _.. _..___.. _.__..... ........ 4' 125 161 430 62 _ ...._, 430 430 430 430 2 55' OF mm.m m ......w,...�................ M F ............._._, _. 12 _.r... HbPE �...__. . @ 2.50 1.50 % 1211 O ' E 121 4 35.93' OF @ 2'OOP 46.02 " HDPE OF 425 425 1@ 1.50% 425 425 "1 �HDPE 425 +5© 10+00 11+00 11+50 STR162 - STR106A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 A 43-0-1 135 37�09 4 5.00' OF F' 12" HDPE 1 49 6x33 @ 2.50% 12<, �'OF 425 v 3 i t 41 7cm 1308: MH -2 STA 11+11.92 TOS' 422.94 INV:IN 416.86 (131 ) INV OUT 410.49 (1 1A) 4 EXIST. GRADE 420 9+50 10+00 11+00 11+50 STR1 12-STR1 04. HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 425 420 v L iU � m r co 131 B 820-B EAST HIGH STREET CM r C7CO co in 20.24' OF 8/13/18 r 00 r 134: 6 " Cleanout m r r r N Co., CO o co C! (0N ' CT STA 10+05.00 r r 0) 1-r aN F_ _ C.0 r- (.O 'd• + o .4 'r " TOP 436.10 r "t ,Z 0 m a' z z z 0 INV IN 430.87(135) CN a_ > C\1 n0>>> > INV OUT 430.88 (133A) r U) F- Z z U Z z z z 440 TOP 410.111 SAN SEWER '°� r r r vLO c Ln ~ ~ ` EX D-9: DI 3B 10 ft Throat INV IN 406.5 (131A) Lin LO N N �Nr-0) RETAININ 1 INV OUT 402 31 (131) CIVIL ENGINEER WALL A 43-0-1 135 37�09 4 5.00' OF F' 12" HDPE 1 49 6x33 @ 2.50% 12<, �'OF 425 v 3 i t 41 7cm 1308: MH -2 STA 11+11.92 TOS' 422.94 INV:IN 416.86 (131 ) INV OUT 410.49 (1 1A) 4 EXIST. GRADE 420 9+50 10+00 11+00 11+50 STR1 12-STR1 04. HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 425 420 9+50 10+00 11+00 BUILDING - STR130 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 12+50 STR1 26-STR1 04 HORIZ SCALE: V=50' VERT SCALE: 1"=5 12+00 12+50 9+50 10+00 11+00 12+00 STR174-STR100A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 445 430 i 1 BUSHMAN DREYFUS ARCHITECTS, PC 2/2/18 131 B 820-B EAST HIGH STREET COUNTY SP PROP. 20.24' OF 8/13/18 REV 2 GRADE 12" HDPE SENIOR CENTER DESIGN CONSULTANT @1;16.00% LIFESPAN DESIGN STUDIO, LLC g, 554 BAXTER ROAD Q LnIQ/- Q 0 415 L 513.444.4877 130A: MH -2 LANDSCAPE ARCHITECT 7 LO C) STA 11 +36.4 EXIST. 8" DIPA TOP 410.111 SAN SEWER '°� r r r vLO c Ln ~ ~ ` EX D-9: DI 3B 10 ft Throat INV IN 406.5 (131A) Lin LO N N �Nr-0) .0 o 0) o N 1 INV OUT 402 31 (131) CIVIL ENGINEER - mo�co �� r�L000I� 00 d' +d'��N� 410 PROVIDE VClOT r �W CC\1 Z0 ���zzz� STD SL -1 INV IN 424.94 (101) '�� �<C�-� © �y Q0__ 0 C:) C:) <�»> > o�0- > Zc, Z Z INV IN419.53(EX PIPE (D-10)) 0z O~ �O O� INV IN 419.28 (EX PIPE (D -4B)) 2 110 THIRD STREET NE 130: Evv- for 12" Pipe 450 1E5 STA 11+ 7,11 405 MEP ENGINEER TOP 400 19 EXIST. INV IN 3 9.00 (131) 9+50 10+00 11+00 BUILDING - STR130 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 12+50 STR1 26-STR1 04 HORIZ SCALE: V=50' VERT SCALE: 1"=5 12+00 12+50 9+50 10+00 11+00 12+00 STR174-STR100A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 445 430 T MIN 107A 66.64' OF I Ivi 12" HDPE 35.91' OF 105 @ 1.00% 15" HDPE 106.08' OF @ 1.00% 1 18" HDPE 425 ..._..m u.._._� .._....�..< ..�@ 1.00 420 9+50 10+00 m T r C7 C7 r C'7 r r r 435 430 11+00 12+00 STR103 - EX D-9 13+00 13+50 9+50 10+00 11+00 PIPE 143 - STR132 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Ln M r 420 i 1 BUSHMAN DREYFUS ARCHITECTS, PC 2/2/18 I i 820-B EAST HIGH STREET COUNTY SP 7/17/18 CHARLOTTESVILLE, VA 22902 8/13/18 REV 2 434.295.1936 Z in SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD Q LnIQ/- Q 0 LOVELAND, OH 45140 L 513.444.4877 = _ Q LANDSCAPE ARCHITECT 7 LO C) r�� Z Z Or o wwco = QT U o T r r r vLO c Ln ~ ~ ` EX D-9: DI 3B 10 ft Throat 00 Lin LO N N �Nr-0) .0 o 0) o N co ° �n rn rn n N r LO N �i CO d I L() f� d STA 13+63.00 CIVIL ENGINEER - mo�co �� r�L000I� 00 d' +d'��N� m ��� NCA ®CNc�dMvdNc)Lr6, �j TOP 442.88 r �W CC\1 Z0 ���zzz� Mr�z_z__z0 r�rz_z_O INV IN 424.94 (101) '�� �<C�-� © �y Q0__ 0 C:) C:) <�»> > o�0- > Zc, Z Z INV IN419.53(EX PIPE (D-10)) 0z O~ ZZ Z U) H _ _ _ _ r �i"'zZZ INV IN 419.28 (EX PIPE (D -4B)) 2 110 THIRD STREET NE 450 1E5 434.293.5171 MEP ENGINEER EXIST. 1159 CROZET AVENUE, SUITE A f GRADE _1 CROZET, VA 22932 ARCHITECT T MIN 107A 66.64' OF I Ivi 12" HDPE 35.91' OF 105 @ 1.00% 15" HDPE 106.08' OF @ 1.00% 1 18" HDPE 425 ..._..m u.._._� .._....�..< ..�@ 1.00 420 9+50 10+00 m T r C7 C7 r C'7 r r r 435 430 11+00 12+00 STR103 - EX D-9 13+00 13+50 9+50 10+00 11+00 PIPE 143 - STR132 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Ln M r 420 415 Av 4 13+00 14+00 Fpl`.a :,R F 6,�rT�t g m r ... Cl) 5 0 50 PROFILE SCALE 12+00 9+50 10+00 11+00 12+00 PIPE 153 - STR132 NOTE: HORIZ SCALE: 1"=50' 1. 95% COMPACTION IN FILL AREAS VERT SCALE: 1"=5 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 3. INLET SHAPING TO BE PROVIDED ON ALL CONCRETE STRUCTURES � i 1 BUSHMAN DREYFUS ARCHITECTS, PC 2/2/18 I i 820-B EAST HIGH STREET COUNTY SP 7/17/18 CHARLOTTESVILLE, VA 22902 8/13/18 REV 2 434.295.1936 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 CONTRACTOR SHALL FIELD TIMMONS GROUP VERIFY DEPTH OF EXISTING 608 PRESTON AVE, SUITE 200 UNDERGROUND UTILITIES. 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 415 Av 4 13+00 14+00 Fpl`.a :,R F 6,�rT�t g m r ... Cl) 5 0 50 PROFILE SCALE 12+00 9+50 10+00 11+00 12+00 PIPE 153 - STR132 NOTE: HORIZ SCALE: 1"=50' 1. 95% COMPACTION IN FILL AREAS VERT SCALE: 1"=5 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 3. INLET SHAPING TO BE PROVIDED ON ALL CONCRETE STRUCTURES � i 1 DD SET 2/2/18 I i 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 ISSUE DATE DD SET 2/2/18 COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 440 440 EXIST. 4"'X6" GRADE REDUCER: 435 435 PKK 3'MIN -- GRADE 430 430 6"X6" TEE - 6" WL 90' BEND - 4' WL 425 11.2 0 BEND - 425 TIfR VAULT i 90' BEND TIE INTO BUILDING 420 420 9+50 10+00 11+00 11+50 DOMESTIC 4" WATERLINE_ INV ( HORIZ SCALE: 1"=50' VERT SCALE: I "=5 TMIN 430 6"X6" TEE 425 - 'B 11.250 END N 6" DIP FIRE LINE 6"X6" TEE: TIE INTO BUILDING EXIST. GRADE 4301 9+50 10+00 11+00 111+50 FIRELINE TO BUILDING_ HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 13+00 A-9 TO A-7 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 44U 435 :"sW 073-1 6"X6" TEE EXIST. GRADE t 3`. MIN FHA 6" DIP FIRE LINE 22.50-l450 BEND 9+50 10+00 11+00 11+50 FIRELINE TO FHA HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 r ..MH: STA 10+17.48 TOP 431.35 INV IN 425.50 (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 428.00 (1- ) A EX -5 .X A 5) 445 445 440 415 410 3 41 9+50 10+00 11+00 BUILDING TO EX A-5. HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 NOTE: I 1. 95% COMPACTION IN FILL AREAS 0 1 1 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF 0 50 EXISTING UTILITIES PRIOR TO CONSTRUCTION PROFILE SCALE IL 0 z o;c X.2 ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET I( 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 74M 4.3115 ..................................... DD'SET ......... ............................... ...................................... 4-:3-5 7/17/18 REV 1 8/13/18 REV 9/21/18 PROP. GRADE EXIST. R GRADE 4-39 ..................................... . ........ ...... .... .. ..... . ... . 43'0' >1 CORE AND �� BBOT BUILDING - 1- : CONNECTION 5.00' OF 6" PVC...................... 425 ............................. i .............. ...................... 4.2.5 @ 2.50% 1- EX A-5 12.48' OF 6" PVC @ 20.00% 420420 ................................................ .............. ............................ ................................................. 415 410 3 41 9+50 10+00 11+00 BUILDING TO EX A-5. HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 NOTE: I 1. 95% COMPACTION IN FILL AREAS 0 1 1 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF 0 50 EXISTING UTILITIES PRIOR TO CONSTRUCTION PROFILE SCALE IL 0 z o;c X.2 ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET I( 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 74M ISSUE DATE DD'SET 2/2/18 COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 9/21/18 R ISSUE DATE DD'SET 2/2/18 COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 9/21/18 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ENTRANCE 1 SITE DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 16+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ENTRANCE 2 SIGHT DISTANCE PROFILE HORIZ SCALE: 1"'=50' VERT SCALE: 1®=5 9 16+00 0 50 PROFILE SCALE 16+50 ISSUE DATE DD SET 2/2/18 0 m N N i LJ J J_ ui LU I- r - O J COUNTY SP 4/23/18 COUNTY SP 7/17/18 REIV 1 8/13118 REV 2 9/21118 SIGHT DISTANCE PROFILES 9/21/18 1 - '' / �' ,' \ _ -' /----------- "�--------------- _---- - - in}I _--- ---- ------'.`.- _ - _ �,,R ,' - o}"\ - -!-- ---- 1 \ :I` If . r,•• / }o• -- ' ' _ } _ --- .' , r' / - i / --- - ri„I,nT'\ - 4' ISI ; O - -. %i \ \ \ ` i I' 1 i I I � g - --- - ---- - __ - - ------- - - i / y - — ' *' _ - _ , /, \ ,.\ - / --' / A/, '\ >, / 1 - - - --_-__-"---� __- / ' ---- /'' _ 11 �t9 \ `'\ i \\ \ /" I i / - - / - - ;" _ - =--- ----- ---- - _ - _ l - .' 1 \ - ( / "� , , `l' \ \\ lrl i'' -' - _.-- --__-_-_-__- --mac- _ _ \ .1 \ `� (: /: // - '- -' - - _ -F , _ _ v - - / �\ -- - _ -- - o0 -- / . - _ \� _' _ A __ _ \ iit00 ,' '1 r , --_ _ \ \ '1„ \,♦\, _____- 0 / 11 .. _ \ - I _T `\I \� \ / 1 ,' / r ! _ r/ - _ _ _ - / \ - - - - - - ' - , ------ — - --- _ - - _ - --- ---------- - / -` - _- y \ _ - _ _ _ , ,o• - - - __ - - _ _ _- - - - - _ _ _ \ - -- - _ _ , - \ \ \ , ,L rc#u,ii - _ \ 'r'/+�, / - „y<}I. }'. irlrrru. nI•l,rl'.I. I•/I al _ - -- --- - - - _-' _- - - \ `\ \ - ------------ / — - - }.A'a' _ / ---------------------------._ _ _ _ - _ - - - -- - f' \.� I ,i// II \\ \ \ ' ( - ------ _ - 1 - -' - -- ----- - , - - - - - I OF T N - - - - -- _ - -- '_ , - - - u, TOWNS + - --------------- / _ - \ - \ ,: RANCH _ �- - --- --- --- -- - \ // _ - - - - - - -- T " _` \ \ i �.,-------a,.anr # a',ua \J _ _\ _ - _ - i - '0 - --- - °' '\ % \ -- - -- - - - -.I ._- - -_ - - --- --- - - - - - - TE N _ --- - - - - _ -- - -- - - _ _ EE - _ - -- ' - _ - - - - -1 M S - N IT C RUCTIO _ - TR PRO CTIA ,\ 1 / _ _ _ - - _ - PROPERTY LINE 24 I y \_\ �- _ - - _ _ - - _ r tt i`. 6. 1 - - - - - - - ------------- - _ -� - \ \ ' --------------------- - _ _ _ _ - --- ------ ---- - - '- - - ---- - - - ---- =- -- a - - - --- - - ---- i -- ---- - " °. �_ >r \ '\ '\ \ ,\ ----- _ -'- �- __'- / _ - - -__ + + + + ' --- - _ —_,�j� - )- ,_ \\` / \ ,( 1 ''1, T'\ --- --_ RBS _ - - - - - - - - - - - --- - 1p R _ - - _-- - -- \ \` �` 1 u � --, . \ \ ` , \ ( ` _ / - _ _ i _ _' - - - _ (_ J -_ ' I J -' / / \may'( i ;'� j`Li'/ r' - \ \ - - - - Ili. - - )/ '\'. 101 '\ \ \ --- ' - - _ - - -.-(-- -- - -- - r -, _ / y/ I •,, ) i. LJ ) )I 11 /\ I`/ - i- ','i 0�' _�__\- "r - _ `�} i" - - - - _ / I'- <' C� 11 - \\ \ - - --- i i' E- ` / - - - - _:_ / r '♦ , , , _ " \ ., �. ��. \ `_-__ _ --. .. ...... ...., / � _ �. _ `�S + � � ( �-T~ n- '� ) < �G' I )1 i-.- ___ j )C,(r I,`�� 1'. /-�'n' �_�� ��_ 1 1 \ \i 1 /♦ _\ '\ \ - •_ _'. --r -,-O �. i - _+_ 'I 1--:^ /0'-f - '' )(' ]I__ %ice-. , JT ( _ ,/ -ai- ,� " __ ____ - , AREA, 5837 sf \ ♦ _ - \- - I\ 4_ , - - - , ,I ,REPLANTED WITH WHIPS TUBES MAT ` \ , , �.., - + - ( --�._ L -;>i1 J !-ice ------ _ _ I I SII, i I `\ i -- -- I -- I�LVATICA LDF \ 'i - _ / / 1 -- ---- - - - \{ ---- - - i SEE PLANT LIST FOR SPECS ♦ = - r <_ - - - --------- "- _ _ - + _ ;r - -- -- - , N -. --- - A \ \ . \ ----- � \ /� - _ ' �.,-mit-MM IE i 1'ii 10-� < + I ' )�( 1 � - - -- ---- _ \ ti' "IB&B I , I I f `� � 2.5 I - ---41U y*,�a \ , - _ �'S -� + ji y") ,( ,` C y. _ - --- ----- --- ---- - - n ° - \ \ I , 1 II ` I 1 \ I I + - \ _ _ 115 VIBURNUM LENTAG -._\ - ---, _ - r - \ \ -- -' I z ry iUN I t' - � �` _ _ N GNG , _ \ q ,/ / _-_ + _ ,,, -- ,. _ �. - - _ - '- `\ ,'I\ P1L WET S 1 / 3 GAL. AS PLACED-2-�_ + + --�-T- _ f- __- -- -" EVEN A M 2400 ��/P 'r �a \ _ - _ 3 - -- + \ 1 - - - - - - - TH R fl� - _ - -� 81 VIBURNUM NUDUM WINTER U / - 4� Y - 3 1 _ - _- WI SLOPES SEEDED PER CIVIL DRA NGS I - -- � + PLA ED _ o '`1 GAL. AS C \\ \ \ K- ,, �— T I ,, - -LIGHT FIX URE- I kl I i + - /" I - I �' a<_ I - 1 `r: I \ I I I - 0 PES SE ED PER CIVIL DRAWINGS r + L P i (J� I G:N I 'I I I � h T /0' n - � 1 1 \ i\.` 1 ``LAWN S D \ ,\ � EE I � I 'I' \ r \ G I b - i v 6 _ ' \ n _ r - _ 0 1 7 \1 - - ,$ \ 15 000 s ft. x\; y., _ / - q , 1 AREA. I �� 0 PLANTED � �� , 'PARKING L T , it '1 6 i i � � '1 I y� 3 -' I = - \ w y - -0 >( .. - - �: \\. - 2 ,/ \ \ LAWN SEED I I 11'': '� -233 SF + t' N \; \ ` I \ {� PARKING LOT PLANTED AREA: - k _ \ `\ ��\ ..\ ';71 7iv_,[\�`Y_")�*�^'� _-_ _ - �-'� _ - - - - - _ � �� gg"� _ - e, \ \ � a: + k + \ \ I I 1 II I II �I 1 � l e 1 I I 190 sF_, _ \ � 3 PLATANUS ACERIFOLIA \ \ �' dv - ,/' - 1 1 11 - +\ + P 1 \ -- ■ TED AREA: PARKING LOT PLAN - _ _ _ \ B B + \ _ BLOODGOOD , 2.5 & + - -�l / `o. I T-- + I - \ n. M - I S I I G -� 1 '�� N ' - + I i T " 1 N 149 S _ s I E \ \ '�- � /fit_ / /, - > / I E 17Y 3 " h 0 - \ �- _\ - f i rti + i G1L 6 I s I \ PARKING LOT PLANTED AREA; - - 0-s �._.i s5 I z \,,\ " ``, - _ _ \ BETULA NIGRA HERITAGE \- _ I p \j T (3) \ 244 SF - \ i _ - I\ I _ _ q �} '\_ 1.5 CAL. B&B AS PLACED AF - _ \ U I ERIJS VIRGIMANAj7 B&B AS PLAEDy _ O - - -- \ r� 1500S MI (CALLEE UTILITY AREA, SEE CIVIL DRAWINGS Al \1 THUJA OCCIDENTALIS X Al I `� 'EMERALD GREEN' 7' B&B, AS PLACED (15) ILEX VERTICILLATA' RED SPRITE', X k 3 GAL./ 1', AS PLACED ,\ k---� -- X T k Lti (3) QUERCUS X WAREI 'LONG' X k 10' B&B., AS PLACED X k - - -QW- - -- -_ QW i� ® X .- - - --------'---- _------ --- - _- -------- -- -- - -- ----- - — fi ---- --- -- - -- -- --------- ----------------------------------- ----- - - ---------- — -- - P-- - y. - - _ - --- -- _ ---------- -VCP—----------------------------------- --- ----- —_ JG/Li --- -- - - - _ --- - - r---- --- - - -- --- - _�-_/- _ ------ ----- r -- - S CS CS - - - _- -1 ----- - --- ----- - ®-� ucL ----_ — _ _PS IDEWALK - -- --- -- - ------ __- — - - _ -- -- --- F OF GRASSES PLA ING A RIMNrP LANE KC /3 RATIO OF SPOROBOLUS HETER0 EPSIS I -- - DESCHAMPSIA CESPITOSA'GOLDTAU' - - r ■ w 1-1.02`\ FENCE ENCLO8`URE--- l r, 7 THUJA OCCIDENTALIS \` 'EMERALD GREEN' T B&B, AS PLACEDl lk 7 '2?VIBURNUIDD M E TATUM'BLUE MIUFFIN' 3 GAL/ VAO PLACED_ i , i a � - —w- o� _ - - --- \ - - . - -- -r -3) THUJA OCCIDENTALIS 'EMERALD GREEN' T B&B, AS PLACED I STREET TREES L6.00 1,26 i OUT FOR CLARITY NOT INCLUDED IN CALCS} • �1� ;-� �� 111111111�11���� uuu.�.-WA I I 3 -------------------- -- ---- --- \ ` — i 24 CORNUS SERICEA'ARCTI�IRE'(CS)-- , -- — -- ---- --- --'I� �� ( ) SIDEWALK '"13 GAL./ VAS PLACED (2) PRUNUS X SUBHIRTELLA'ACCOLADE' STORM SEWER -17' BELOW GRADE 1.5" CAL. B&B AS PLACED (PS) LAWN AREA FOR GATE ACCESS 1 PLAN ENLARGEMENT: UTILITY AREA PLANTING (1) TILIA CORDATA (TC)'GREENSPIRE' 1-1.01 SCALE: 1"=10'-0" PLANTING SCHEDULE ON SHEET 5.10 15" CAL., B&B, AS PLACED 4 -\ (5) TILIA CORDATA (TC)'GREENSPI E' \ ' 4- 1.5" CAL., B&B, AS PLACED J ` • k� k _ WATE \\ - y " . 0 / 20 1 ♦ �, ,r ESM PERGOLA 1 \ \` �� \ \ \ J� �/ -LINE PG / \` / / 0 �+ B 2 ESS y .\ '9() CORN U SSE RICEA'ARCTIEFIRE (CS) 3 GAL,/ VAS PLACED .. STREET TREES (9) PRUNUS X SUBHIRTELLA (PS) \ 'ACCOLADE' 1.5" B&B AS PLACED \,X \` \ 7000 SF OF GRASSES PLAIaTING AT GROUND PLANE MIX 1/3 RATIO OF SPOROBOLUS HETEROLEPSI \ DESCHAMPSIA CESPITOSA'GOLDTAI SCHIZACHYRIUM SCOPARIUI (CALLED OUT FOR CLARITY NOT INCLUDED IN CALC: �3� PLAN ENLARGEMENT: BELVEDERE BLVD AT CENTER PARKING PLAN ENLARGEMENT: DUMPSTER ENCLOSURE SCALE: 1"=10'-O" -LAWN AREA SIDEWALK-- 4 IDEWALK - i c — r� I 7 \\ i G ! v c N Q --_ ---- - (45) VIBRUNUM PRAGENSE I 3', AS PLACED ' • PERGOLA: SCALE: 1/16"=1'-0" PLANTING SCHEDULE ON SHEET 5.10 - �Aw 3:1 SHALL BE - NOTE: ALL LANDSCAPIN D 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 • ---__- Ift LAWN AT ENTRY' -r' NOTE: EXISITNG TREES BEYOND THE LIMITS OF CLEARING AND GRADING THAT ARE DAMAGED BY CONSTRUCTION WILL BE REPLACED IN KIND._ ) NORTH ARCHITECT - 3USHMAN DREYFUS ARCHITECTS, PC 320-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT _IFESPAN DESIGN STUDIO, LLC 564 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 X134.327.1688 STRUCTURAL ENGINEER RMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 34.293.5171 EP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A ROZET, VA 22932 434.295.8105 WNER'S REPRESENTATIVE ATTHEWS DEVELOPMENT COMPANY 434.972.7764 Issue Name Date COUNTY REV 9/21/2018 1" X 2" FLAT STO, LATTICE GI 81-01, 1r,N 111 V 011 PURLINS X 2" CROSS AT COLUMN SECTION ELEVATION PERGOLA SCALE: 3/8"=1'-0" 2" X 6" JOISTS AT COLUMNS X 6" HEADER BEAM X 6"COLUMN ATTICE SCREEN NSTRUCTED OF SEATED WOOD 3 PERGOLA S3. 4 FOUNDATION PARTIAL ROOF PLAN 1" X 6" HORIZONTAL BOARD 4" X 4" WOOD POST FOR FENCING BEYOND FINISH AT GATE 2" X 2" SQUARE STOCK 6" X 6" SQUARE STOCK GALVANIZED FRAME AT GATE GALVANIZED POST AT GATE 611 -714 3. ---------- -- -- --------- 4 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :> --------------- - --------- -- ------ -------- - ------ --- - --- ------------------------------ ---------------------------i -------- --J -------------------------- LATCH . ......... � WITH PADLOCK CANE BOLT EYE FOR SECURITY BLACK 24" CRANKED GALVANIZED STRAP HINGE WITH ADJUSTABLE PLATE, BLACK FINISH PINTEL HINGES DUMPSTER ENCLOSURE: GATE 3/8"=11-011 4'-10 2" 2 WOOD ENCLOSURE 1-1.02 TYR BEYOND 71-911 2'-3" PLAN: DUMPSTER ENCLOSURE -- 3/8"=11-011 WOOD ENCLOSURE TYR RAKE POST FOR DRAINAGE 6 X 6 PRESSURE TREATED POST SUNK IN CONCRETE SLEEVE .3 SCALE: 3/8"=1'-0" 2" X 4" P.T. RAIL AT BOTTOM OF PANELS GARDEN BED CONCRETE TUBE I 6-511 All V f -'ll -1-1 lr'r'jrAA I I V -rrjr7A-rl7M MnAMMCI Tn KAATnU A0r1-1 IN] CINII ELEVATION THE CENTER AT BELVEDERE --------------- ------- - -- .......... ........................ .. The Center at Belvedere ..... . ...... .......... .. ........ ...... .. ............ ........... ........... ... ... ........... ........... ................... . . 231 ........ ...... . . .............. LANDSCAPE SCHEDULE ............... ........................ .......... by area Parking Lot Landscaping - Parking Et ................................. - ....................... CALCULATIONS ................................................... ............................ ............ ................ ......................... CODE CITY BOTANICAL/ COMMON NAMES Type SIZE ROOT SPACING I As Shown AREA OF TREE TOTAL AREA SF. SPACING I As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. Total 10,151.00, . ... ... . ....... ........................... .................... .. Shade Trees IN SF. IN UNIT TOTAL Shade Trees 26 Acer x Freemani 'Autumn Blaze'J Autumn Blaze Maple Shade 1 3/4"c B&B UNIT TOTAL 10,322 ti AF 3 Acer x Freemani 'Autumn Blaze'/ Autumn Blaze Shade 1 3/4"c B&B A.S. 397 1,191 STREET TREES LANDSCAPE SCHEDULE Maple CODE QTY BOTANICAL I COMMON NAMES Type SIZE ROOT SPACING /As AREA OF TOTAL AREA Shown TREE IN SF. IN SF. 12 Betula nigra "Heritage" I "Heritage" River Birch Shade 10, B&B A.S. 397 4,764 19 Quercus Phellosl Willow Oak Shade .Total 6 Platanus acerifolia'Bloodgood'/ Bloodgood Shade 1 314"c B&B A.S. 368 2,208 London Planetree TC 6 Tilia cordata'Greenspire' Shade 1,51, B&B &S. 249 1494 QW 3 Quercus warei'Long' Shade 1.5" B&B A.S. 14 42 1 Nyssa sylvatica 'Wildfire' Shade 2.5" B&B A.S. 0 Ornamental (Flowering) Trees Ps is 11 Prunus x subhirtella 'Accolade' Ornamental 1.5" B&B A.S. 67 737 Evergreen Trees 11 Thuja occidentails 'Emerald Green' Evergreen 7' B&B A.S. 10 110 5 Juniperus virginiana Evergreen 7' B&B A.S. 16 80 39 Total Trees Provided Total Tree Canopy Area Provided 9,245 it Shrubs / Groundcover UNIT TOTAL CS 96 Cornus sericea 'Arctic Fire' container A.S. 72 6,912 183 Caryopteris 'Longwood Blue' container A.S. 0 15 Illex verticillata'Red Sprite' / Red Sprite container A.S.0 Winterberry is 200 Rhos aromatics 'Gro Low' container A.S. 0 2 Viburnum dentatum Blue Muffin' container A.S. 22 44 116 Viburnum lentago V container A.S. 64 7,424 45 Viburnum pragense .11 container 51 44 1,980 VN 81 Viburnum nudum 'Winterthur'/ Winterthur container A.S. 28 2,268 Viburnum 738 Total Shrubs / Groundcover Provided Total Shrub Canopy Area Provided 18,628 Total Canopy Area Provided Landscaping 27,873 Total Canopy Area Provided Parking Lot 10,322 ... . . . . . . . .............. . ..... .. . . .................... . TOTAL PLANTING SF. ........... .. ... . . ......... ........ . .......... . . . .................... ........... ..... 56,823 .. ... ..... . .. . . . . . . ...................... . .......... ......... .. ..................... ............................................................... ............ . ...... TOTAL REQ'D SF ............... .................. .............................. ......................................................... 26,262 ........................ WHIP PLANTINGS AT DISTURBED WOODLAND AREAS TOTAL DISTURBED ................................ ....................... ................. ...................... . .. ................................... .. .. . ..... 5837 SF @ 600 HS/ ACRE ..................... .................. ............ ..................................................... .......... ............... ................................................. ............. ................................. ............................ ............................ .......... 40 Acer rubrum . ... ....... . . . . ......... ......... . .. .............. . ......... ..... .......... . .. ...... ............. .............. :12-18" ht. seedling .......... . ............ ............ ......... ....... . ........... -1111111111-1-1 . .... .......... ............ 10 C rpinus carotiniana ................. .......................................... 12-18" ht. seedLing .. .......... .. ............. ....................................... 15 Liroiodendron tutipifera . ............. .... ... :12-18" ht. seedling ..... . ...... ............ 15 Ptatanus occidentalis ............. ............ ......................................................................................... 12-18" Int. seedling .................................. ............ .......... ..................... ................................ ................... . ...... TOTAL PLANTS: 80: ................. ......................................... ---- ........... ................ . .................... ............. - .......... ........................................... ................ .......... .................. ................................... ................... ...................................... .........................<............................... .................... ('-5'*N), PLANTING SCHEDULES 1-1.02 ,,lI NTS I 6-511 All V f -'ll -1-1 lr'r'jrAA I I V -rrjr7A-rl7M MnAMMCI Tn KAATnU A0r1-1 IN] CINII ELEVATION THE CENTER AT BELVEDERE ................................. Landscape ................ ................................. ............................... Required ................ ............ ........................ .. ..... . ...... .......... .. ........ ...... .. ............ ........... ........... ... ... ........... ........... ................... . . 231 ........ ...... . . .............. 10 24�� ..... ... . . . ............... ........................ .......... by area Parking Lot Landscaping - Parking Et ................................. - ....................... .................................... LandscapeRequired .............. ................................................... ............................ ............ ................ ......................... PARKING LOT LANDSCAPE SCHEDULE ratio (5%) CALCULATIONS Parking & Access 91,301.52: ............................ CODE QTY BOTANICAL I COMMON NAMES Type SIZE ROOT SPACING I As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. Total 10,151.00, . ... ... . ....... ........................... .................... .. Shade Trees UNIT TOTAL 26 Acer x Freemani 'Autumn Blaze'J Autumn Blaze Maple Shade 1 3/4"c B&B A.S. 397 10,322 26 Total Parking Lot Trees Provided Total Parking Lot Tree Canopy Area Provided 10,322 STREET TREES LANDSCAPE SCHEDULE CALCULATIONS CODE QTY BOTANICAL I COMMON NAMES Type SIZE ROOT SPACING /As AREA OF TOTAL AREA Shown TREE IN SF. IN SF. Street Trees UNIT TOTAL 19 Quercus Phellosl Willow Oak Shade .Total 21/2"c B&B 30'o.c./ A.S. 370 7030 19 Street Trees Provided 7030 Total Street Tree Canopy Area Provided CanopyRequired .... ......................................... ...... ....................... ratio (10%) SF of LS Area . ............................... 0.1 25,047.00!: .............................................. ................. .......... ............ .............. ............. ........ . . .......... .......................... 0.11 874.50:� . . ...... ... . .... .. ................. ........................... .... .... 25,921.50 �, TOTAL REQ'D .................... .. . ............ - - - - - - - - --- --------- .............. ................................. ....................................... . .................. .......................... ..... ...... ............................................. ................... .................................. ............................... - . . . . . . . . . . ... ............... .............. ..... . ....... ....... . . . . . . . . . . . ... . . . . . . ..... ........... . ......... ........... . ................. .................. Street TreesCatc Required Trees ... . .......... ................ ................... ......................... ............... . ......................... . 815.79 LF ROAD/ 50' PER 17� ...................... . . .. .. .. . ......................................... .............. .... ..... . ... ............... ......................... . . ....... ........ * ................. ................ - ........................ - .............. .......... ...................... Parking Lot Landscaping - by space Parking ............... ........................... ................................. Landscape ................ ................................. ............................... Required ................ ............ ........................ .. ..... . ...... .......... .. ........ ...... .. ............ ........... ........... ... ... ........... ........... ................... . . 231 ........ ...... . . .............. 10 24�� ..... ... . . . ............... ........................ .......... by area Parking Lot Landscaping - Parking Et ................................. - ....................... .................................... LandscapeRequired .............. ................................................... ............................ ............ ................ ......................... .. Access Area (SF) ................ ............................................................................................. .......... ratio (5%) SF of LS Area ............................................ .................. Parking & Access 91,301.52: ............................ .......................................... 0.05 4565.08 .................. .............. ,� .............................. .... ............ ............................................................... ....................... Parking Lot Landscape Areas Provided 4,931.00 Center Island Trees/ Shrubs .................. - -- - ----- ------------- ............... --- ............... ...................... 5,220.00 Tree Islands wl Lawn ................ .......... ............. ............................. ......................... . ......... . . ... . . . . . Total 10,151.00, . ... ... . ....... ........................... .................... .. 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 NEWWW= 0 ce) CV tV LU LLJ F- F - 9 CC 0 ssue Name Date COUNTY REV 9/21/2018 i i HEIGHT VARIES WITH PLANTS 12" MIN. GROUND COVER PLANTING NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL BACKFILL PLANTING PIT WITH ti i NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 7 SCARIFY BOTTOM AND SIDES , B&B OF PIT SHRUB PLANTING NOT TO SCALE CONTAINER EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEPAWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE PLANTING NOT TO SCALE NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES, REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAYALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOILAROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 3 X ROOTBALL _ DIAMETER DECIDUOUS TREE PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHTAMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNKAND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAYALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINERAND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 4" X 18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WITH MULCH 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOILAROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT =W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FORA SLIGHTAMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNKAND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL IPLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER 4" x 18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WITH MULCH PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL v1AN DREYFUS ARCHITECTS, PC EAST HIGH STREET _OTTESVILLE, VA 22902 5.1936 SENIOR CENTER DESIGN CONSULTANT JFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD _OVELAND, OH 45140 513.444.4877 ANDSCAPE ARCHITECT 'RAY DESIGN ASSOCIATES 1012 WILDMERE PL HARLOTTESVILLE, VA 22901 434.242.7642 -IVIL ENGINEER iIMMONS GROUP 308 PRESTON AVE. SUITE 200 �iARLOTTESVILLE, VA 22903 334.327.1688 ENGINEER 110 THIRD STREET NE :HARLOTTESVILLE, VA 22902 334.293.5171 AEP ENGINEER 3TAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A aROZET, VA 22932 134.295.8105 S REPRESENTATIVE WS DEVELOPMENT COMPANY 7764 Issue Name haze Cl Cl 0) N �c > LU J J > 0 LSI rr COUN i `( REV 9121/2018 r _ _ - / \ - = / _ _ / o --oma/ o / "% _" -� - -_��- O __ _ - Xa _ - \ i _ _ \ _ - i / \ l " ,, --- - -- - - - -- - - -- i i1`n/ �" o O% / O . i = _ o _ - ° - - -- - ----- o ° , ® L- : o , \ \ \ \\ \, 11 i _ \ / �, �\ \ /_ _ / /" ���; j / - - / O oL,I,p vx'�. o / „o o 'o'` 'ii*o _ I _ '°., p oma_ ' °-- O `� I \ \ o ' ° p\ ,\ \' y, / �% / _ - - ^ / / \\ \\ / s- > 1 _ - -- - - _ - 5q 1 � p ,xo , ---- ° .� _- _ 09 °- --- -- o o \ 1* \ \� / ' - r_ - > \ \ `\ \ '\ - / ter' ---_ o - *o' //o-" p- to- \\ ,\ \ -. .- i:'� ,� \ \� \ / !- i �_ - - ,%�� _ _ �_ icy-- - o� p -.p. �i a / ,o -- 1� \ o "o' o \ / \ `\ \ _ \, I , �� I ` _ __ _ \ - �- _' O "O _ O - "O' `° - / - - - --9_ __-__- _ O _ Si _ ° _/ `O' 'q _ -- � , \ ° ° I O \ \ / - ______-- I _ - \ \ _ _ ?\, `•, 1�T _ _ \ \ \\ `.\ /) i, _ _ J \ __ - �' i� - -�_ i--,._ �' /__-__- - - - - _ - -- _ _ O .oi _ _ ,p° *o_-- 9 _-'O - o°- ° _ __ o "moi /*O \-_ o `o° _=*O - - ,o O°' \ �pq \ \\ o "� \ \ - - _ - - \ _ _ - 1. 11. 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"\ \ '°' ,� -�, O\, *o� .p. �-_ -,ate M '�;- �--�- ^ _ "--'�' _ - ---- w „o \ `_��o$',� \\L Q_. -�*e^- o --� /{-� =,p. \ \ \ \:.\ .\ \ O \ "O' - n _ ..p:\ -�__ \;ry S� �'O,.-m- -" O a �,_V- __h - _ irk __ _ _ _ O _ t ° / .\, i .� ` l' o` "�' -�(p *O' O _ / - 1 �\ ;\ '�I \ �a0 kp\ '-� n *O' �" `.- ° „Q - \-__ o _ �;O _ _ - O _ _ f /�', ^ I t z' wQ�,.p. \ -- )O.- _ O �-o� -- \ \ \`�� `,\ `�, � \ 7, \--_ \ o. \ `j'_ ^ - _ - _x - _� \ - a _ :n`° -_ o o`!' _ o 0 0- ° - . la -I t /r n'. �j -o,:.� ^p. S� o -� _ /- _ -- _ _ \ - ° `I \ ' GP - 1 _ - _ _ \ \ \. \ \ \ - \ q Z n o - o' - % - - '� - - - - GPS- - a II - ,p. - _ \ �0 9 -- p: _ _ ` - - - - - - * 4 _ - ° n - ° „ , .r o \ . O - -_, -- - �� - - - -- ice+ n- - a ! - \ \ `\ \ - \I" \\ O -- - - - - , , 1, 1 Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = MOUNTING HEIGHT IN FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEERAND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIAAND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLYAS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. Luminaire Schedule Symbol Qty Label Arrangement LLF Lum. Lumens [MANUFAC] Description 8 12 B SINGLE 1.000 397 LIGMAN RA -40551-W27 Rev -2 0 29 C SINGLE 1.000 0 Beacon Products Pada 071637 1 F SINGLE 1.000 26403 Beacon Products VP -L -96L -220-5K7-3 D -Q 4 H 2B BACK -BACK 1.000 25802 Beacon Products VP -L -96L -220-5K7-4 -Q 1 1 SINGLE 1.000 11609 Hubbell Lighting Inc VP -S -48L -110 -5K7 -4W 1 J SINGLE 1.000 12044 Hubbell Lighting Inc, dba Beac VP-S-48L-110-5K7-5QM -Q 4 K SINGLE 1.000 12263 Hubbell Lighting Inc, dba Beac VP -S -48L -110-5K7-2 Q 30 SA SINGLE 1.000 1278 Xicato Inc, San Jose, CA USA ( CORE QUBE 400_83CR1_20001m_25 6 SB SINGLE 1.000 2527 LED Linear GmbH XOOLINE HYDRA LD25 W830 CL -GO Q 13 SD SINGLE 1.000 1661 LIGMAN VK -10001 -T4 -W30 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Area Site Illuminance Fc 2.01 510.4 0.0 N.A. N.A. Parking Aisl Illuminance Fc 3.03 11.5 1.0 3.03 11.50 7rr� 4 7 -o o'--- - -_cy ,�� �_ -_ - �- `- -- -- o __ - - -_ NOTE: 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 RURALAREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOT CANDLE. ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CrHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 613.444.4877 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 DIMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 IEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 Issue Name Date (COUNTY REV 9/21/2018 A PHOTOMETRIC PLAN 9/21/8018 JOD Name: The Cenfer at Belvedere VPEP ®� ;; Jobd Submittedb Li htin Vir inia-Central . . -. - Ciatat Number: S...msg�s:99 flfl,��...rg.^�^^ B i 488e,,Lo, Typs; Approvafs .. r SMALL VI?ER LUNUNAIRE lummaira. Simple pleasing aesthetic and sturdy �p M,. Job Name: 07167 C t D t PRODUCT !MAGE{nri) LtGHTtidra ; The Center at Belvedere C i ts, y' .:-,...:.:.. 53 "" d. < . < '' 3 -' '-bl. IJ .AVIRGINIA !ones and e',':dient haat ;is>:pa>,cn, Nofes`: f - � �: vandal ;osistn: ce, Suftabie For ntctner or outdoor J r . a •S P-ar nr 'i I't'-t- ro: ore ri :caCo•3s 'he r ..e}sed LEs e t t 1 les atE du. of . :::.: ' ' l t -.. 1 t f v iI,U2+ies deerd z: g and etc',ing as ateil as a . t,C '� PERF �' ANCE �J:e k^ s y„ anti nett. 1 ,hos ha[ iota-, i f p p p o<d�Ct This iurn'f:uire is pros^dad viith a F�'.vcle^tooled high ... ....... .... 0 LIGHTI � pressure diecast a'uminuni hack bps and can be pre : t 1 I I' t t t PADO 26 s pr>v,riec ,v th > x<:ai I^ie[t nn rnol<teri f t f r app: caf:ort<.. � purpose'lo? ife high rempe-atun` me r)y ..... ,..>a�. ?` mu -- k(kE i , .:nxu:n ..,t ar.x !clrc,ll,.d i ldr "kencive - .ts Iso ntal s. the squaras and entrances. - - 33x8 L !'2 3 ', ( I46 Y Y,-, ish,'l,:ai, irstao,supt use and cinnpre,iwt' Ti4c Radio range has a,natching bollard can ing to 3 :: �E i ! E Y'U: :. ,.x- __ it H =:P � ,l; "' --; Cpn4},I n.cut aha recessed product. See holla d taction on ,I,, c tOlc; w,.,x, 'C •� '. ] d n Part number 071637 -:;M,. LPfl6T,:urJullin nledrJrt5 E•h'QIEnt ethos tai}her?+ a',d t , }, ::.L,: ..... ., , ,,-,ia,-.,. _ .i Latnphotder: LEU - ..,. hc0:,- ot; "1 ',It r as:; ',SS'I s.rkdesign by ug^+an o 0.n em}„ r d'o't fli,i can be installed m natatcnurns as wail as envifun. wattage: 2C) W c , „k. ` : ,j , n DIMENSIONS - ., w -p6 t,dull,, l,,..,.,., Finish: AN-9611RON GRAY/TEXTURED - - { q ide, gIEF s rJc f' -a td +r�ng N t' 1: :4;:.,:, .,,, . :..,: Degree of protection: IP 65 CRI: d0 F`' yt uu .. <. ;,, i ;i ,s tD FEo t 1 hours. a ...-.-.. .._ f I I(elvin: 3000 .. J..• C tr ton.l _ Stan :ard' 0<l surge >upp'e"Dr p, mob,,[ Optic' E%TRA WIDE CIRCLE REFLECTOR 1 1 „tlwe a dal �I 1 C 1 i Lum:na,re Eumen output: 1079 I,, f� 9 n o t I Ir I I" III III II 11 �;'i L: ! 811 rill ;ael Art: EPa G :. .. x. ,n- . u i,.., ,rte„ 4 .,s,,: rv:4, a. 2L 5' - 1F.16' 1 c5 5: Lifetime: 60600 h Ito £'.:'r, ,t _ t,. i552:nm, (4z,.rma d`ot3 rnf ,eta ;c) cu Lus: Voltage: 1G7i TV G-p-rttrd.,,rriy.ol>Alt,,..:_Lrg-'.1:4in .t.l.rl MOUNTING OPTIONS LV taldu,i 4,9N1•i th ck oe':dr'r U,t aint P p a J .C,.:,,c at 'rill-": Lescription PHOTOMETRIC DATA TECH TICAL DRAWIINGS 1 This process ensutesthe:Lign':ar product-, .pot,.:,. F": <rc .t< st:+,n't., ,a,in• : `i - t , >.. , > ^:.,.:, , . � ;. _ ,,.a,.. a> -- � - _....-- -.._ - - h.Cn, co-.<. I p - _per-.. 3 „ >,'i .3 ,T`e <.,. , -I'nte'r , :..1)s, 2e. :,. Hardware %% f. �. ._., ,,,kms: .. LTH .:i. ., ., :1 < c.. , ,-..e1• tx-.. 1: stun.,. F.,.,, .fin: _.,. . ., ,,, StJ ss sty c„ a 'f'. 'I.. .: , , 'i: -.- 'i a. :x::':: :...' :.:: ^:': > : Lertif.cat:<u>vR.hon L1:i: it '. a .,.: [ ..,. f, ...N r } "' ,+,t e n, .a,o. ti ... Pli 1IT& 10, Man1b I .. .:m; r•npC g p -avant ural des: sed to r seizm'e ..�... �' Imo Per.orrt ar cel L FNn 2fi i f _ C 9 J Y /e f 1 l 'mx?/IC a.22t1a nr 9@ 0 JSA uzea i" tin. t_P 9 0 o- .. 1 a: vm w w p rformance, i gent ng tom .. : ,li Pav+111Jnn r.,,d'.v:n, slu,_d. .. .u., Submitted On: Sep 17, 2018 1/1 €ndex Pa e JOD Name: The Cenfer at Belvedere VPEP ®� ;; Jobd YFe® . . -. - - S...msg�s:99 flfl,��...rg.^�^^ B i 488e,,Lo, VPLI9Fi1 221151<713/?ClAi)l Approvafs .. r SMALL VI?ER LUNUNAIRE lummaira. Simple pleasing aesthetic and sturdy c us aE ulna r SPECIFICATIONS C t D t PRODUCT !MAGE{nri) with its multiple sites offered. srad diL C i ts, y' .:-,...:.:.. 53 "" d. < . < '' 3 -' '-bl. IJ 4: !ones and e',':dient haat ;is>:pa>,cn, F •t' n- J rt ]' t f - Phone 39 C 34 4928 ` Hummi L -t i.',rn�„H--U,,i'c+.. v.<aii Lighting vandal ;osistn: ce, Suftabie For ntctner or outdoor J r . a •S P-ar nr 'i I't'-t- ro: ore ri :caCo•3s 'he r ..e}sed LEs e t t 1 les atE du. of . :::.: ' ' l t -.. 1 t f v iI,U2+ies deerd z: g and etc',ing as ateil as a . t,C '� Oon'siruciton ! ) k^ s y„ anti nett. 1 ,hos ha[ iota-, i f p p p o<d�Ct This iurn'f:uire is pros^dad viith a F�'.vcle^tooled high ... ....... .... vl pressure diecast a'uminuni hack bps and can be pre : t 1 I I' t t t .� y„M� P• � ng�7 s pr>v,riec ,v th > x<:ai I^ie[t nn rnol<teri f t f r app: caf:ort<.. � purpose'lo? ife high rempe-atun` me r)y -!Tit, f:xtur F:s stautbir Its, lighuru3 footpaths, stair s, , .:nxu:n ..,t ar.x !clrc,ll,.d i ldr "kencive - .ts Iso ntal s. the squaras and entrances. - - ga,kets exact prole e at,, ,Pa —, years of ish,'l,:ai, irstao,supt use and cinnpre,iwt' Ti4c Radio range has a,natching bollard can ing to t a: :. ,.x- __ it H =:P � ,l; "' --; Cpn4},I n.cut aha recessed product. See holla d taction on ,I,, c tOlc; w,.,x, 'C •� '. ] d n the Liyortit,n"'bilre. -9.s, _______--...: �. __ a ,9° I LPfl6T,:urJullin nledrJrt5 E•h'QIEnt ethos tai}her?+ a',d t , }, ::.L,: ..... ., , ,,-,ia,-.,. _ .i pronert'es in low and hlr:i` oma e .t ic. :peratures Tre caper cr therm:+)hent - ..,. hc0:,- ot; "1 ',It r as:; ',SS'I s.rkdesign by ug^+an o 0.n em}„ r d'o't fli,i can be installed m natatcnurns as wail as envifun. .y.-,�.:,.. t , t. ,-,: c , „k. ` : ,j , n DIMENSIONS - ., w -p6 t,dull,, l,,..,.,., t ., - - { q ide, gIEF s rJc f' -a td +r�ng N t' 1: :4;:.,:, .,,, . :..,: .., „C -.1 yt uu .. <. ;,, i ;i ,s tD FEo t 1 hours. a ...-.-.. .._ f I ........ to, .. J..• C tr ton.l _ Stan :ard' 0<l surge >upp'e"Dr p, mob,,[ r 1 1 „tlwe a dal �I 1 C 1 i bU4t�at,rg f� 9 n o t I Ir I I" III III II 11 �;'i it c ;ael Art: EPa G :. .. x. ,n- . u i,.., ,rte„ 4 .,s,,: rv:4, a. 2L 5' - 1F.16' 1 c5 _ IS0165 e Ito £'.:'r, ,t _ t,. i552:nm, (4z,.rma d`ot3 rnf ,eta ;c) C . r G-p-rttrd.,,rriy.ol>Alt,,..:_Lrg-'.1:4in .t.l.rl MOUNTING OPTIONS LV taldu,i 4,9N1•i th ck oe':dr'r U,t aint P p a J .C,.:,,c at 'rill-": c., ,,., .. :--i,.. ._._.- .3.'� __ -T� 1 This process ensutesthe:Lign':ar product-, :_� K4, rtnty, -.:.L';..J .: .., .. <, rain.:. t , >.. , > ^:.,.:, , . � ;. _ ,,.a,.. a> -- � - _....-- -.._ - - t.,.;; _� ��:?. ,tt:df'Ja, Id ,.-1m.i� ,, ,4 so ,rd�:a, incn- ,y'..: d,Ta,t. ,ant' cosu Hardware %% f. �. '.• ,s ...,:.t.I', A.0 stun.,. F.,.,, .fin: _.,. F%r. ., ,,, StJ ss sty F•. ;" is /,. ' x ` =-- 'SF -. :x::':: :...' :.:: ^:': > : Lertif.cat:<u>vR.hon - : +get.. 1 f .. r•npC g p -avant ural des: sed to r seizm'e ..�... �' ; ,: .:.I : ^f.....-,, _ A.,1. _I a,t� ,,......, .,<, _I .. _ _ o- .. 1 a: vm ;; ';, .. : ,li Pav+111Jnn r.,,d'.v:n, slu,_d. .. .u., :c,.,,„ rYI `' •'t d t'. i.' 'f ty ;:a' Q . 1.. ..-+Jnr :l �„ Fl,,.. F,h e,•7fv,.i:-c nt:Jr1 I' r .,... __ c,y; tae Usar lo'tl irpa glass ensuring no green ,.... .. - ., grass tinge.' t 5: ,1 t . h - Ili:":s.:r W. nn.,ty. .. , . r� 5 .: t i , ..,... ,..,,� < .,. P'e[I t' t' design prev'ies e,;:epi one:. :1 _,. - ---- - -z,. a ......., fight ccntrcl ard Preu>e •ostrtbutmn of Tight. ' t a Jv, ` "'""`�"'. 1EDCRT 8G , ,. .,in , 4,.r er-- Main enansp-J.i - � 3 '. 12C/131(i i G.0 Ut O,f (fi } bu,,t ,:,: . r:. ' MOUNTING OPTIONS :ra"gt,% of thele^ 5iiii ac,iew so ,Ifu,•:r -_'F,' I The Center at Belvedere URA® ,3 B55" 7144 NE p+ogress C' I f,503e."5d500 4•® Hillcbnro,O!a�:in 0)324 jF 503 64:: h:JQ ,..,t �,I RadC7 3 Recessed w`,w•,v.lig,r+anlightingusa.com �.,IGbaa? ITV SA ST IKE VPLI9Fi1 221151<713/?ClAi)l Sturdy classic wall -recessed pathway and stair .. r .,..A:1 ',/jEHi31.1;h31h,A: FE lummaira. Simple pleasing aesthetic and sturdy c us aE ulna r Construction, perfect for retrofit applications C t D t toss char 1 nF, :+stent Marne -ode sc:,Uextruded F.l_M& Ait,m;nJm High with its multiple sites offered. Vasp. U u1 0 Pre 'e C - cab4ny p: ✓+des exrc. "r, H„ :,,.,.. ., n, .... ..>N.,,,,•:,. met < . < '' -r ' n,ef hansel suer gt-+, reran d� a.led pro it <t i^••,I r`irai: 1.^. A ran e of�rectan u a ands u� c ., ess t y g q /. !ones and e',':dient haat ;is>:pa>,cn, lumin.l re,, roith ar, indirec%o't cul s stern, offerin hi h F Y 9 9 f - Phone 39 C 34 4928 ` Hummi L -t i.',rn�„H--U,,i'c+.. v.<aii Lighting vandal ;osistn: ce, Suftabie For ntctner or outdoor J r . a •S P-ar nr 'i I't'-t- ro: ore ri :caCo•3s 'he r ..e}sed LEs e t t 1 les atE du. of . :::.: ' n>e•J de rPasPw.d hospha.e t'oc�ss inat t 9 n r r, r "d :, - glare as byht is directed to ,tt_ grouse prom Ing ii:. J•niaa t f v iI,U2+ies deerd z: g and etc',ing as ateil as a . t,C '� CIOs kVheY2 It IS nEf•d''-d and (n3f•I(FILInG Ilght SjJiil. a' k^ s y„ anti nett. 1 ,hos ha[ iota-, i f p p p o<d�Ct This iurn'f:uire is pros^dad viith a F�'.vcle^tooled high ... ....... .... pam: ng. pressure diecast a'uminuni hack bps and can be pre iva�vszuao-ks: prernory alF. she ,ed i0 tne'obsf.e .rr corcle[e our or rna::nnrr ?i I F S .� y„M� P• � ng�7 s pr>v,riec ,v th > x<:ai I^ie[t nn rnol<teri f t f r app: caf:ort<.. � purpose'lo? ife high rempe-atun` me r)y -!Tit, f:xtur F:s stautbir Its, lighuru3 footpaths, stair s, , .:nxu:n ..,t ar.x !clrc,ll,.d i ldr "kencive - .ts Iso ntal s. the squaras and entrances. - - ga,kets exact prole e at,, ,Pa —, years of ish,'l,:ai, irstao,supt use and cinnpre,iwt' Ti4c Radio range has a,natching bollard can ing to PR T IM ODUC AG£(S) :. ,.x- __ it H =:P � ,l; "' --; Cpn4},I n.cut aha recessed product. See holla d taction on ..tip. -r I - ; TZermal manager eat is the Liyortit,n"'bilre. -9.s, _______--...: �. __ a ,9° I LPfl6T,:urJullin nledrJrt5 E•h'QIEnt ethos tai}her?+ a',d t , }, finites lie _ .i pronert'es in low and hlr:i` oma e .t ic. :peratures Tre caper cr therm:+)hent Ali t. g non can rr I]Dfacturrd L slug .3 itp-ia prr�-VeatmPnt arxr coatis g process that ensilre, the 1 s.rkdesign by ug^+an o 0.n em}„ r d'o't fli,i can be installed m natatcnurns as wail as envifun. _ i' b' 'tl t e d r ,trnl, fl P mals be o ro <-It i temp a Ure ran C tO cit e ,---- L: .. - - fl- p t - I'>s rcpi,.,.:MDI,51t ,o l0,),. Aicr HP„ l ..c: 't+• Ss yy;'fir' { q ide, gIEF s rJc f' -a td +r�ng N t' 1: ] --'"� I•s d” cur:• omen aeprC _t:o'1 a. 50,000 „C -.1 • - - -.. , r . ....:: .I. , hours. i ��.I - Surge SUppre>sfgn C tr ton.l r a e: Stan :ard' 0<l surge >upp'e"Dr p, mob,,[ „Y., _ . 1, An Int: A,' nri, ., , 1. ".'+xA 1, .. w th al. nxto-5 . Certi6i r3,r,s/A o,g,,n bU4t�at,rg "',. '° III -II III'+Ii 9 n o t I I;:I u> - t I I" III III II 11 �;'i :: F r'sh'tu A gman proiuct=. gr,' ,gh an e<tr�tve rt^+tet- - 3sAin,t..c ""� .r;:.: :::- ,, ti:,-.hlnq process th;t l•tUutles Feilberg tp 15D IIts fo/R' " ' Acv-' _ ,t sdr,, erce. «n'1 1,:7:i arra 1288stop :.. .. _11 G-p-rttrd.,,rriy.ol>Alt,,..:_Lrg-'.1:4in .t.l.rl ........, LV taldu,i 4,9N1•i th ck oe':dr'r U,t aint P p M1 J ', ard t,a cd ai 9'J [)eg C. Il..t Lil This process ensutesthe:Lign':ar product-, -;, L'e it F1 K4, rtnty, ,:1 , V! t,staPd "dr5h erivi'p"I, C f > :, T :,: - . - - - Rated rot - it nataTed,it - ,tt:df'Ja, Id ,.-1m.i� ,, ,4 so ,rd�:a, incn- ,y'..: d,Ta,t. ,ant' cosu Hardware %% f. �. Nr d. : FiardiJaY'P S Y a IAP Urode 51G %r ::::k� 4' l / k / StJ ss sty F•. ;" is /,. ' x ` ........ n rti -elle screw tiaira :x::':: :...' :.:: ^:': > : Ceru'licat,anaP.adnOa: Ta rd .Cha -are mf 5e w h o _C a a� PP P „ H +get.. 1 f .. r•npC g p -avant ural des: sed to r seizm'e ..�... �' ; ,: .:.I : ^f.....-,, o'fhreaced c, --omen}, tour m elrct'o.ysis : .til. ' from tent, rorros"m atmospheres,Fitt ;; ';, .. : ,li Pav+111Jnn r.,,d'.v:n, slu,_d. .. .u., :c,.,,„ 1: • I ::: : ':. 4srgl Cfes.r Low Ir9n fuss Lens i, 'll �. , :;< :: .. ....i., it,avidedwtl' Fenra,:red, ,pa ,rE- nt :..rr. �, } _ t' / c,y; tae Usar lo'tl irpa glass ensuring no green :: .: .. grass tinge.' t 5: ...... ,...:.. :: '. _Q ED ', P'e[I t' t' design prev'ies e,;:epi one:. ": .r.,I fight ccntrcl ard Preu>e •ostrtbutmn of Tight. %; v ` "'""`�"'. 1EDCRT 8G ,u { is 4,.r er-- Main enansp-J.i - � 3 '. 12C/131(i i G.0 Ut O,f (fi } bu,,t ,:,: . r:. ' MOUNTING OPTIONS :ra"gt,% of thele^ 5iiii ac,iew so ,Ifu,•:r ?•:: : "i _ .. .Gt >ubmitted On: Sep 17, 2018 112 Index Pac Center at Belvedere rzt.# VIPERS r -- Jeb Type Type: > q .d.7 B -R-1 B�S:::, ST IKE VPLI9Fi1 221151<713/?ClAi)l Aaprevaie .. r .,..A:1 ',/jEHi31.1;h31h,A: FE Job Name: c us :b LIGHTINCx SPECIFICATIONS C t D t PRODUCT IMAGES; t dr t J ,. } Vasp. U C t , +fip2 - " - c "J /. /''a ae r J '.. 1 } f - Phone 39 C 34 4928 ` Hummi L -t i.',rn�„H--U,,i'c+.. v.<aii Lighting J - I t'A --,I -.. J r . 1-., ,,,1. I ,131 r l { n 1- _ q, q , ;;;, y ... .. .rlIti e:l f rod Jets+ 2^014 Myth u',elo, GirsL Lc¢F 131ode^.tna, fl 34:03. More: FAi . F, i,,.3 - : HUBBELL p� JJ ..n. ',1 t �( ..l;"-YCW'.1,. ) J'-1"'ll:ASLC.tJ,ev': [i'.S 'J A dt L,i tiling : ..:..-- :. .: ,;. -.. carr,., _., <. (.w WJ:L:} 4; fly ':.c le n�f; taro rt.�'.,:., M:x tralac,sa'.0 :: I.IS+J"J'-`°'^tat.,l'Ivi t f v Construct a' NW : ..__ --.. r, 11;e s :.. .c. -� - _ . .. .u,t.,r n,L. .. all v,,n ns: ,>,1 „o or. v, n,;tr:,. x,sn e- <m me'uct_, u lc :, a l . ,1.41. , lta.c.b, la .vnw,.ew nc :,: -- - ', f i e _p^'• ,r, ., p P I K g„;,, D1rvtENS3pN5 ] ', i lilt J.. L_.,:!:r..- t< -.a t,. -. rr',ru 1 ........ ......._ . .....""'_. I Approvals , .:nxu:n ..,t ar.x !clrc,ll,.d i ldr + .., t J' 1 N,Gr "I'll LUi+11f: _ - - --- --- . ,:.r' ish,'l,:ai, irstao,supt : ,r. i _ _ --._... ` SPECIFICATIONS PR T IM ODUC AG£(S) :. ,.x- __ it H =:P � ,l; "' --; , :4.` ..tip. -r I - ; s DiMENsiGra, +F fl 1-I,t 3 t I0 s.: C fli r..l.,. 's4 .cnsst - cLu ,e :' Far t LCG ::airs. - FIF,' m:: A B C WeigaE EVA �.: m,.; •. w^ -�: �.; _:,.. 'o, ,rµ,, :.4n :i, rr.,, :: -sc ,---- L: .. ..,. ... , , , K, v_1 !net, _ rcpi,.,.:MDI,51t ,o l0,),. Aicr HP„ l ..c: 't+• Ss yy;'fir' MOUNTING OPTIONS N t' 1: ell t,^ : r J' „C -.1 F' I 1 1 1 J.' .. J i ��.I � 1 J 3 C tr ton.l r a e: k ,.. -5:.'. „Y., _ . 1, An Int: A,' nri, ., , 1. ".'+xA 1, .. I,.:,-F� . Certi6i r3,r,s/A o,g,,n ii "i h o pcy"Ir, I'lt s _-%tl r, i L f t -,U : tt w tr.:-e> n ...:.n I ,_:-.a 1 ,o.:,,:1 F o""1t. ..: A 8 C L'Jai hi: EF'A 9 rt^+tet- - 3sAin,t..c _ ,,,I :. tr.,! 21 'i3' ir475" :12'1"' 15D IIts fo/R' " - C «n'1 1,:7:i arra 1288stop ,3E. I ;, q G-p-rttrd.,,rriy.ol>Alt,,..:_Lrg-'.1:4in .t.l.rl ,5t,. M1 J ', MOUNTING OPTIONS Il..t Lil { -;, L'e it F1 K4, rtnty, v,. :, T :,: - . - - - -iiu;---: ,tt:df'Ja, Id ,.-1m.i� ,, ,4 so ,rd�:a, incn- ,y'..: d,Ta,t. ,ant' cosu DIMENSIONS J-f,:ii,P,l ,'-J .,,ri. pil ,hill slyst,T ,tire%Jt ' 9 J q,,,T 17 F_'rtlo :s ., ,. ,. .4 xr _•. ., L..------.......... „<, :i., - - - : . ,LI 3o- -,. Alis, _---.--- -- o), _--------------) 1 s 'L Ceru'licat,anaP.adnOa: - _ - - "':' �q '`'A '`j +get.. 1 f .. ., I _ - :,w 1. -_.:,;.:;.,yr» ; ,: .:.I : ^f.....-,, ^.: : .til. ., --....,_ ,. ,-..---- .. : ,li Pav+111Jnn r.,,d'.v:n, slu,_d. .. .u., :c,.,,„ .�[,,..tt.`.r>s ,Qa �i,ea. Fintsn: �. T,xn k _ t' / In A 0 C D Wei9tit EPA ,J 01 � f t- 1' r n l- 'ac,^.-. ': r s;, .rx ., : ', t 't_ t ..l,tn.l,. ,t t " -I .r.,I a ,B rt. .* .,a<,...:., .,..:..... ..,,., r mt uJ ', r t .:I y Ysa—ty ,.r..%All- r . u' 'I J: .., ,. ,,, .:1 c, st '::v .mar, a r-. MOUNTING OPTIONS >c lI f'. ----`� ..i s Y .... .. .. _ .,, 5P t foot/ J 73 :'i. .13A aing _ .. CERTIFICATIONS. LISTINGS r Submitted b• Li titin Virginia -Central ..x: Catalog Numti$7' Type: > q .d.7 B -R-1 B�S:::, Aar uae-4� -- VPLI9Fi1 221151<713/?ClAi)l CERIIFICATIONSIUS f INGS ' .. r ..... aP _ - i Job Name: c us :b LIGHTINCx The Cenfer at BE:IVedere C t D t '� 3 f' _ .. t dr t J ,. } ViRGINfA c artI , 11N'> ' ] /''a ae Cdrui:'f Cads ee,cen Products • 2041 59un A,'er up Code East Bnellet ce`, P: 34293 • . a�eg ' nnu,,�.:ie..:eNsrsid'.'r,,i-u.r •tm',cts ruUrt-:f-,-,. ,t, 8� G G V Phone 39 C 34 4928 ` Hummi L -t i.',rn�„H--U,,i'c+.. v.<aii Lighting J - I t'A --,I -.. J r . 1-., ,,,1. I ,131 r l { n 1- _ q, q , ;;;, y ... .. .rlIti e:l f rod Jets+ 2^014 Myth u',elo, GirsL Lc¢F 131ode^.tna, fl 34:03. More: FAi . F, i,,.3 - : HUBBELL p� JJ ..n. ',1 t �( ..l;"-YCW'.1,. ) J'-1"'ll:ASLC.tJ,ev': [i'.S 'J A dt L,i tiling : ..:..-- :. .: ,;. -.. carr,., _., <. (.w WJ:L:} 4; fly ':.c le n�f; taro rt.�'.,:., M:x tralac,sa'.0 :: I.IS+J"J'-`°'^tat.,l'Ivi t f v Job Type NW : ..__ --.. r, 11;e s :.. .c. -� - _ . .. .u,t.,r n,L. .. all v,,n ns: ,>,1 „o or. v, n,;tr:,. x,sn e- <m me'uct_, u lc :, a l . ,1.41. , lta.c.b, la .vnw,.ew nc Center at Belvedere L ,_; 1' a I'l-it, Cf.: ;I TAI t I'..0t, i .;0” 01' :< E SAL:.; :)1,119 :_':-'3�1C: I _ _J U" "11,14:3 rG::Y((, Affl (' - 43, " DRILLED FOR SINGLE. - BEACON FIXTURE @ 270 DEGREES PAINT TO MATCH BEACON STANDARD FINISHES r. '.' DMP - VIBRATION DAMPER !___ABT -085-4..._... � : !cru > / i --- A''' _— oo' ECT 1 L --_— I ;� 1014 I I F,r-„P�r>",,,. _ w. `,R ¢ SQUARF STRAI(iliT STEEL. A\CHOR BASE ”°`' ' l Svc, s, _It -,,I 25' Y d.0 x 11 LiA Center at Belvedere Gatti VIPEE r o L p_ K. I Submitted b• Li titin Virginia -Central ,$ .nab Catalog Numti$7' Type: > q .d.7 B -R-1 B�S:::, Aar uae-4� -- VPLI9Fi1 221151<713/?ClAi)l SCIAEl_. VIPER Li Irv`.Irs1 i"I: ,.Pti.96L-22015t4714�IXxxA::1X v^Mn Job Name: "J :b LIGHTINCx The Cenfer at BE:IVedere C t D t '� 3 f' _ .. t dr t J ,. } ViRGINfA Notes: artI , 11N'> ' ] /''a ae Cdrui:'f Cads ' 11/-v^ENE R%isle�3.FR1...: J - I t'A --,I -.. J r . 1-., ,,,1. I ,131 r l { n 1- t EF--. VIPER L fiat" t f v Job Type :. ' 4 : 1 !:: - a?.-. r.,r„:'- .. tIll _p^'• ,r, ., p P I K g„;,, D1rvtENS3pN5 .o tcP::-P:: and-. al. st :r:x:;>f i'f;,. J.. L_.,:!:r..- t< -.a t,. -. rr',ru 1 ........ ......._ . .....""'_. I Approvals r 1 N,Gr "I'll LUi+11f: _ - - --- --- . ,:.r' ish,'l,:ai, irstao,supt : ,r. i _ _ --._... ` SPECIFICATIONS PR T IM ODUC AG£(S) :. ,.x- __ it H =:P � ,l; "' --; , :4.` -. . inn. '_:-� ,- 1 ,: Vo, � Intend d s . e U e Controls/Options: '( 'T'r iC, bfrl'J. J, 'r v, tent -v(: C ;,t t f- - cLu ,e :' Far t LCG ::airs. - FIF,' m:: A B C WeigaE EVA �.: m,.; •. w^ -�: �.; _:,.. 'o, ,rµ,, :.4n :i, rr.,, :a,: n. ... ,.i' ,: i'. - .) i -. ::.,: t. SJrz,l ,3r F,323f ..,. ... , , , K, v_1 ism`42^•rn) Vf'+i n:m {6.8 ko` + ) rcpi,.,.:MDI,51t ,o l0,),. Aicr HP„ l ..c: 't+• Ss yy;'fir' MOUNTING OPTIONS 1 _ _ .a u . -t. + ..e, .,tax. 1-. .' „C -.1 ._ - , .... :..a ,,. ,+ - ^` : : --- ----- C tr ton.l .its....... „Y., _ . 1, An Int: 1.,.:, ,:atnrthlor;>t ti:'t :.t.J t, t, -::'. >, ., r.. „ . Certi6i r3,r,s/A o,g,,n ii "i h o pcy"Ir, I'lt s _-%tl r, i L f t -,U tt _ j AS rM Ci I' rte,i re, In -t, 'o. t t ' i", 6',. J Ili .,. . , .:,,:U r, .. ..x >. .,r .... del',;; -1, Itet rl, J f e.ru ren .. ...... ] ..... ft G'. l +, n ., e, d .: .:x;.d,: r, EY I:1 h2 i 4 " ,toL..., 1-� r ;, q G-p-rttrd.,,rriy.ol>Alt,,..:_Lrg-'.1:4in .t.l.rl cf F[,,,1 LFDG o-. C:c;,g :Rut „t „t .i 0 In nddfirn J : i -;, L'e it F1 K4, rtnty, , r :. _..r . . rt , .<i crow.,.: ,.. _ ..,., (,iu 1 ,isl -.f .' 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': r s;, .rx ., : _ 2y,9' 2M1.19° 7.1.25" 4,13" 25.01bs t2fE° art f the :, :.,. ," r `." 1741 ,nm) (614 min) 1362 mm) (105 mm) (11.3 kg} �v r ,; , n ,oro hd r ,::-If r_f , I „• - ,. (741 Atm) (614 nun) 1362 mut) F105 min) (11.3 kg) h a l o 1 rv'fild by 't •'.n ,,.e a: t r r MOUNTING OPTIONS r'.. tri l - MOUNTING OPTIONS >c lI f'. ----`� ..i s t foot/ J 73 :'i. .13A aing _ ;, J . t,. , v! Bales ;1(„t rr ar t.. a:i -,r tNn a1 ,,tar, r.,. -,i,:,.., .,,, ,I .: , :r, -.Aw.y:iy ,"v:,;nl _Ulmer , loo, rleu i,;,' 1 -' [,c pro 1,nd -_ - - ,.._. - p �`4%L..1 : >n Certif..tions/Hatin pee., ter.,-. <ticn>g. 85: .- A 3 ,n .: [ - -= - � llp I - A a"' "' n,t,.. CI,',..JI lilt ,vest -late L-; : ,C � --`�- ;,t o•o _c t cF,-:k„1.1vt;.e C ^pall._ :,_t: ,b t. ..,: .. :.:., :Sf.:::'J:a:; :,Y,h£rtJSICI°Fj.4l attune 1, c::a Lgnira, _ _ <so ',L .Yip F';^„Un^ t:5','k: 3. ✓, r" -,.i t .I I.I. , t't c J a.: : - :;: % - ........ _ PFdi-- ----: J •4,risen(or%' --q,-ecu:..-aJ 3.' 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Beacon Products • 2041 08th Avenue Crcie East Braden n t FL 1203 •Phone. 800 340 4928 HUBBELL a t l I -0i s o f Li hri n c.. mourconun,enenrslp' v pr9 I pro rp rt m hsct ocnanse v, 'I,,,t n ce. -' s g :':- lsolostroo.1111t Nei,u, x.rvel For,tc. an aero,. 11 dv.e.-.-o.1,,,vcrs-111e11- AUGUi1, crta 111.01 Ah'i 11 Submitted On: Se 17, 2018 1/5 Index Pa e Center at Belvedere Gatti VIPEE r o L p_ K. I Submitted b Li. hen Virginia-CerltraI ,$ .nab Typo ... .. q .d.7 B -R-1 B�S:::, Aar uae-4� -- APprrJ,irb SCIAEl_. VIPER Li Irv`.Irs1 i"I: ,.Pti.96L-22015t4714�IXxxA::1X ,PECiFICATIOM "J PUODUCT IMAGE(,) 1 3 it > C t D t '� 3 f' _ .. t dr t J ,. } r i`SAtEs artI , 11N'> ' ] ' Cdrui:'f Cads ' _::yN GENTRA.L$l.&9AU J - I t'A --,I -.. J r . 1-., ,,,1. I ,131 r l { n 1- t EF--. VIPER L 1 D.1 2 : 1 .-,i -. t f v tt:: .:'d -.,rat;::L f J - 4 : 1 !:: - a?.-. r.,r„:'- .. tIll k t t sY D1rvtENS3pN5 .o tcP::-P:: and-. al. st :r:x:;>f i'f;,. J.. 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Li<htin ,F B d i H ',O”':: : '.;;': :,; u.u.,:u•t ••oras.., wlra,nl... tot rr„n+"; x .. .,. ...",_ss:,',a•„.,sea„Axa.., i li „ p .,.n'...: „Ir .. , sn.vl sol g vIEW Center at Belvedere , L 1.'.L„ .2.31," CC, y, TALL) ,2 r O L.: Dkli:! :.rg?a ,_, LI,l_S is P 2' E, t : „a . saza� �� H 1Tj 2c `tE_„L3 __- L f DRILLED -FOR SINGLE BEACON -FIXTURE @ 270 DEGREES.: PAINT 7o MATCH BEACON STANDARD FINISHES DMF • VIBRATION DAMPER - ,cIEI:A,L 1 i r o L p_ K. I Submitted b Li. hen Virginia-CerltraI Catalog i"�Dmt3Bi'; ; E T�/)0e; :: `. t Aar uae-4� -- �:i. Job Name: ,.Pti.96L-22015t4714�IXxxA::1X U� "J LtGHT1Nt The Center at Beavedere� ,1 I I --- , I �'' % 'I. ...., .. r.. i`SAtEs tiVIRG.YNaA .Jn -.. 1 - :: _::yN GENTRA.L$l.&9AU VIPER L Cof” Job Type - tlt %l'`..9_, Approvals lath liven I.UMINAIr,L SPECIFICATIONS PRODUCT IMAGE(S) iniended Use: Controts/Options: TI r ,c ,, '�. 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A' -r 't b �. _ ',+'t Srtosync -1- , '. it 'A, DIMENSIONS t: Id d t t d. o f ,n ..1 t u(: y J a I c a . t -f- J s' n als":>iqm h pt '',g Inti" l: ] F - ...... .... n .__. ........., w .1,c e'oc_ont:i d 'U ' oo 7 .,u. ,e4ua, pry ti,- i d - :- -' - - - : at urp UJf a;:: ,, ,u 1 :..: fn,': Axil ,UrU aUe I ,(-=- -.... .. D 1 I Jf !L-. rl al Moatncaf: dr _- -- 'tail,: Jct •t,mi^, r�acr'ea. a f. auch7i7✓,( L. :, awn., q dd,rts, „nn,..d. 1. F � : C' ......._ f-'. - -- �..... » so f z urn+' .> ; ., :: , - .. ,.. I •P ,+. rf:C-r Jt>ol fi..l,2d. Fmish: .J_. - Front •C):r't` .'+Er .a i d d tIli- i. - t t- t Y -t : 9 �eads r. I t J Un '-' A n C 0 Weight: EPA r'-' t tr d crlrg' tr -. y „_p,. t r� _ 29.9” - 24.19' !:1.25" 4.t3" 25.0Ips 1.2 ft` f - ;,5 ' " 1741 ,nm) (614 min) 1362 mm) (105 mm) (11.3 kg} u -. i r-. -' 4" h J ,x , „ ri v it f it 1'. e dl o I .,J. J rr ✓ C r i MOUNTING OPTIONS fit,] . C, l.iFA ,i 1 l o'd ... r t t G x. At d 6 Y '- 1(. 2 4 - ---�-- :, 9 . .]. •Fully. a.e.A'.:al,..,, i,: r„r,rt.:mol-'ortrtin 111 „a,.. ,pro. ,.,• :,.,,..I„J,. J.'. S' : v..«, <,,,., ....,, f-tw�. ! ern E1J r3rn'�v •.,rnr Jr'. r f. e'.1 o t'I bc. p.telitr d to th a r -u` t ,ii ile . ick in: -AC 6;ertii-parnslRattn9s: -_ - - ,.._. - p �`4%L..1 : ;C,.,= cv^'9M rna. • - F - J / F tt I 1. i' 1 '. t l - - l...> :. 'C. : _...., --- -”' �;.: -_ :3 - f - - t. �•,. rn: .. _ :X„ o. trc.r aiL.> t_ ...L:_ SvY Cx:., , v,,., nlh..Jsicl, 11t,M.a,+.. lt. f_,y5 ,..Yr Asa .,c s' rtw-sin;' 9 , dr ,. (f , e, n: a >. ,. t t . ':I, . -. ;4 2.:` .... ._., ---------- ' „ a). , . al btu u x ', p,a G.J 4o'. to 4C C: • .+ :., .t :rt,trY`i91. rr-trot, Pc:n r n u p f (' t '' t ..5't I G a.d vJ 1.1 ife (,.. .Fr "-> c+r res:ion t. mpu-., 'aero r:Ju 2 ° Y I d, l 0 0 �' 1' :. -.... i - t'. ru I r .,. at alit :tc .-,r.r,:. r q. O,c..� , t., tJ t0' .o ...., tool ,... v1u u, .. >..,... 'toot G.: .OtY u+d J w t,. t.,.,:, In tl-a e: :. Y fi sal - t:' I 9 1' :-I I 21.t" { :l i. -aft ;'.rl W't., ,Warranty; _':3 u.t:t. r,e Y -f .f ,.n n[ -n 'of.Is r nv 1'nte:J etaral t,'.tt^.woo _r,n v = ' — ,' J_„Zein t„ t.. , Fi + N I U I- 1 Y II"J G CERTIFICATIONS/LISTINGS p k r S0<. c US 11 ' 4 i r menton F 1203 • Phi 800 340 928 Beacon Protluc'e • 20 1 08th, venae C de Ea t fir HUBBELL _ 4 f Li htin c afro is .p m ru d Act cf' at r�2re soh act rs Lha - g g Cl.a to our wnbnu a ( ) F sG "�. :.. ,_>2lltr11sallN (Pi:pIILT> CP P.r'k "+na ,.n FW.rv.; ¢-,'.x+.Jam, aCd.e.:aw"r lysem,predYCLc eam f kd.n i:u ALGJ..T ., 201- 0:[11 Alvi Submitted On: Se 17, 2015 1/5 Index Pa e g vIEW Center at Belvedere , L 1.'.L„ .2.31," CC, y, TALL) ,2 r O L.: Dkli:! :.rg?a ,_, LI,l_S is P 2' E, t : „a . saza� �� H 1Tj 2c `tE_„L3 __- L f DRILLED -FOR SINGLE BEACON -FIXTURE @ 270 DEGREES.: PAINT 7o MATCH BEACON STANDARD FINISHES DMF • VIBRATION DAMPER - ,cIEI:A,L 1 i r o L p_ K. I 7b t Aar uae-4� -- ' int? Nor : U� "J L ,1 I I --- , I �'' % 'I. ...., .. r.. ��I�Irlp.`:pai1 061014 """'"'""" .try SQLIARY STR \tGTTT 5`f7?TTL r�NCHOK BFlSE • "r ' 3,v5 -40-i` lP NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALLBEARRANGED 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 RURALAREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOT CANDLE. 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 008 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 STAENGLENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 - - r - COUNTY REV 9/21/2018 LIGHTING CUTSH