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HomeMy WebLinkAboutWPO201800029 Plan - VSMP WPO VSMP 2018-11-26SITE DATA, TAX MAP PARCEL AND OWNER INFO: TOTAL SITE AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: LIMITS OF DISTURBANCE: SOURCE OF SURVEY: BENCHMARK: SUPPLEMENTAL SURVEY: SOURCE OF WETLAND SURVEY: COUNTY, STATE: MAGISTERIAL DISTRICT: AGRICULTURAL FOREST DISTRICT: WATER SUPPLY PROTECTION AREA: WATER RESOURCE AREA: WATERSHED: MISS UTILITY TICKET NUMBER: EXISTING USE: PROPOSED USE: COMP. PLAN LAND USE DESIGNATION ZONING: OVERLAY DISTRICTS: T14i; r;:NTi;p AT RF1 vFnFRF PARCEL 06100-00-00-15400 SENIOR CENTER INCORPORATED D.B. 4147 P. 128 1180 PEPSI PL. CHARLOTTESVILLE, VA 22901 5.91 ACRES (PER ALBEMARLE COUNTY RECORDS) 5.75 ACRES (AFTER TMP 61-154E OFF CONVEYANCE) 0,22 ACRES 3.66 ACRES 6.56 ACRES ALTA/AGSM LAND TITLE SURVEY WW ASSOCIATES, INC. 6/6/2007 AERIAL SURVEY BY: VIRGINIA RESOURCE MAPPING APRIL 2005 CHISEL SQUARE ON STORM STRUCTURE EX D-9 ELEVATION = 442.89 WW ASSOCIATES, MAY 2, 2017 WILLIAMBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 ALBEMARLE COUNTY, VA RIO N/A N/A DEVELOPMENT AREA - NEIGHBORHOOD UPPER RIVANNA RIVER N/A VACANT SENIOR CENTER PHASE 1 (COMMERCIAL) AUDITORIUM/SUPPORT 7,400 SF CAFE 900 SF CLASSROOMS 7,300 SF HEALTH CLINIC 4,200 SF OFFICES 6,300 SF PUBLIC SPACE 10,400 SF BUILDING SERVICES 6,300 SF OUTBUILDING 440 SF PHASE I TOTAL 43,240 SF SENIOR CENTER PHASE 2 (COMMERCIAL) 16,760 SF PROJECT TOTAL 60,000 GSF PHASE I ROADS/CIRCULATION = 2.10 AC BUILDINGS = 1.0 AC SIDEWALKS = 0.56 AC OPEN SPACE = 2.25 AC TOTAL = 5.91 AC PHASE II ROADS/CIRCULATIONS = 2.10 AC BUILDINGS = 1.37 AC SIDEWALKS = 0,56 AC OPENSPACE = 1.88 TOTAL = 5.91 AC MAP B URBAN NEIGHBORHOOD 2 (NEIGHBOIRHOOD AND URBAN DENSITY) NMD (NEIGHBORHOOD MODEL DISTRICT) AIRPORT IMPACT AREA - AIA STEEP SLOPES - MANAGED STEEP SLOPES -PRESERVED ZMA 2004-00007 (REVISED JULY 22, 2014) SETBACKS/BUILD TO LINE PER ZMA: FRONT BUILD TO LINE - 5,0' OR WITHIN 2' OF EXISTING EASEMENT SIDE SETBACK - 5.0' REAR - 10' STEPBACK: N/A MAXIMUM NUMBER OF EMPLOYEES: 20 MAXIMUM STRUCTURE HEIGHT: 50' ADJACENT AREAS: NORTH - RESIDENTIAL EAST - RESIDENTIAL SOUTH - BELVEDERE BOULEVARD WEST - BELVEDERE BOULEVARD PARKING SPACES REQUIRED: (SEE PARKING STUDY) PHASE I (43,240 SF) MINIMUM PARKING: 1.82 SPACES/1,OOOSF X 43,240SF = 79 SPACES MAXIMUM PARKING: 5.03 SPACES/1,000SF X 43,240 SF X 110% = 239 SPACES PARKING PROVIDED: 233 SPACES PHASE I & II (43,240SF + 16,76OSF = 60,OOOSF) MINIMUM PARKING: 1.82 SPACES/1000SF X 60,000SF = 110 SPACES MAXIMUME PARKING: 5.03 SPACES/1,OOOSF X 60,000SF X 110% = 332 SPACES PARKING PROVIDED: 233 SPACES PARKING SPACES PROVIDED: 233 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVES THIS PROPERTY. IT IS LOCATED ON THE NORTHERN SIDE OF BELVEDERE BLVD DIRECTLY IN FRONT OF THE PROPERTY. THERE IS AN ADDITIONAL FIRE HYDRANT APPROXIMATELY 500' SOUTH OF THE SITE, ON THE OPPOSITE SIDE OF BELVEDERE BLVD. ALL LANDSCAPING AND STRUCTURES WITHIN EASEMENTS WILL BE REPLACED, IN KIND, IF EVER REMOVED BY THE EASEMENT HOLDERS DURING MAINTENANCE OR EXPANSION OF THE UTILITIES WITHIN THE EASEMENT. PROJECT TIMING: THE ANTICIPATED START DATE FOR CONSTRUCTION IS FALL 2018. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12-18 MONTHS. WPO VSMP PLAN WP0201800029 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP 111 =1000' OWNER/APPLICANT: SENIOR CENTER INCORPORATED 1180 PEPSI PL. CHARLOTTESVILLE, 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.O COVER C0.1 PROFFERS C1.0 NOTES & DETAILS CIA NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 STEEP SLOPES C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 11 C4.0 LAYOUT & UTILITY PLAN PHASE I C4.1 LAYOUT & UTILITY PLAN PHASE II C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOTS SHOTS C6.0 STORMWATER SUMMARY PLAN C6.1 STORMWATER MANAGEMENT PLAN C7.0 PROFILES PIPAN RIP 166 NUMBER OF SHEETS= 19 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 HEALTH DEPARTMENT 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 VWILDMERE PL CHAR LOTTESViLLE, 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 APPROVAL DATE ISSUE DATE DD SET 2/2/18 e7 0 0) CV CV z F5 LLI 0 Lu r- 0 rz v COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21118 REV 3 11/13/18 COVER 11/13/18 r � � Original Proffer. 10/12/2005 Amended Proffer: (Ami _,Ildment # _) PROFFER FORM Date of Proffer Signature 10/10/2005 ZMA # 2004-0000? Tax Tvlap 61, Parcels 154,15?,155,160,;61 Tax ivlap 62, Parcels 2A,2B,2C,3,5, 6A Tax Nlap 62A3, Parcel I 206.682 Acres to be rezoned from RR4 to .iyerglnborhood Nfodel District f1'^MU) 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 m TMP 61-00-00-158 TMP 61-00-00-I60 TMP 61-00-00-1.61 ® TMP 62-00-00-5 TMP 62-00-00-2C TMP 62-00-00-6A TMP 62A3-00-00-1 Belvedere Station Land Trust is the fee simple owner of a ,� interest, along with Charlotte G. and Jacob C. Levenson in a 5.40 acre Belvedere Road ROW associated with TMP 62-00- 00-2A, which is wholly owned in fee simple by Charlotte G. and Jacob C. Levenson Dunlora LLC is the fee simple owner of the following parcel: TMP 61-00-00-157 RobertHauser Homes Inc. is the fee simple owner of the following parcel: A TMP 62-00-00-2B StoncHaus Inc. and Henry Nelson Sprouse are the fee simple owners of the following parcel 0 TMP 62-00-00-3 The foregoing parties are collectively referred to herein as the "Owner," which term shall include any successors in interest. All of the parcels listed above are referred to collectively as the "Property." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance (the "Ordinance"), Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall features to be considered in the development of the proposed subdivision. The plan shall be approved by the County Engineer prior to final approval of the subdivision plat. The Property within the subdivision shall be graded as shown on the approved plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot grading is not consistent with the approved grading plan. The plan shall satisfy the fallowing: (a) The plan shall show all proposed streets;, building sites, setbacks, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the plan satis6ies the requirements of this proffer. (b) The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. (c) All proposed grading shall be shown with ctontour 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 stonn sewer fails. (d) Graded slopes on lots proposed to be plant�,d with turf grasses (lawns) shall not exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately addressed the impacts. (e) Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed to a drainage way outside of the lots. (f) No surface drainage across a residential IDt shall have more than one- half (1/2) acre of land draining to it. (g) All drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the building site. 6. Preservation of Historic Structures, -Sites and Archaeological Sites. 6.1 ArcbaeologJcal Salve . A Phase 1 Archaeological Stuudy for the Property shall be submitted by the Owner to the Director of Planning for his re=view and approval prior to issuance of a grading permit. An archaeological resource treatrnent 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 1I studyr 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 Ill study. If, in a Phase 11 study, a site is determined to be eligible for non-tination 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 Ill study is undertaken for said sites, such studies shall be; approved by the Director of be applied to the Property . Ift eZ1VI. . h Arsa approved 10 ed b Pp� Albemarle Count These pP conditions County. Ins are proffered as part of the ZMA and it is agreed that: (1) the ZIMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. 1. flail Exhibits. 1.1 Exhibits not in the Co -d -e of_Developrnent_ The following exhibits which are not part of the General Development Plans or the Code of Development are proffered ,as a part of this rezoning: • Exhibit 14 Archaeological Survey Summary Exhibit 15 Architectural Reconnaissance Survey 2. Affordable Housing. 2.1 Cash Contribution. Owner shall contribute to Albemarle County a minimum of one thousand dollars 01,000) per single family detached dwelling unit, seven hundred fifty dollars ($750) per single family attached or townhouse unit, and five hundred dollars ($500) per multi --family condominium unit. The cash contribution shall be due and payable with each application for a building permit. This cash proffer shall not apply to Carriage House units or multi -family rental housing. This cash contribution shall be used for the purpose of funding affordable housing programs including those provided by nonprofit housing agencies within Albemarle County. If this cash contribution has not been exhausted by the County for the stated purpose within ten (10) years from the date of the last payment of the contribution, all the unexpended funds shall be refunded to the Owner. 2.2 Carriaae .House Units. Owner proffers to require through the lot sale contract=s 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 1t 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 Greenw'ys. 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 SA, 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 imposed by any declaration recorded as part of a conveyance of these,areas to a homeowner's association. Planning prior to land disturbance within the study area. All Phase 1, Phase II, and Phase Ill 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 treatrment 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 Il or Ill studies yield objects or artifacts of archaeological significance, these objects shall be conveyed to the Virginia Department of Historic Resources (VDI -1R) for long term preservation. Should Phase IIl fieldwork yield subsurface architectural features and artifacts related to 18`h- or early 191h-centuly domestic occupations at Free .St -ate, and should these sites �¢ ftc 'acologij -' ,.. �, et arittacvrV�lLdily aignIIICBr.]I by archaeologists with the Digital Archaeological Archive of Comparative Sla}very (DAACS) based at the Thomas Jefferson Foundation, these artifacts will be submitted tto the archaeologists at the Thomas, J efferson Foundation for analysis and entry into DAACS ]prior to being conveyed to the VDHR. The Owner will be solely responsible for conveying all artifacts analyzed by DAACS to the VDHR within thirty (30) days of receipt of such artifacts. 6.3 Roadside Markers. Upon request by the County, the Owner shall contribute tap 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 it's not made within one (1) year from the date of approval of the first final site plan for Phase 1;, this proffer shall become null and void. If such cash contribution is not expended for the stated purpose within two (2) years from the date the funds were contributed to the CountSy, all unexpended fiends shall be refunded to the Owner. 7. Phasing and Mitigation of Impact. I Phasing. Phases of Belvedere infrastructure will be constructed sequenitially beginning with Phase 1, then 2, etc. This proffer shalt not restrict the Owner's ability to develop multiple phases concurrently nor shall it require the completion of all buildings and other improvements in one phase before beginning construction on the next. 7.2 Mitigation of Construction Traffic Impact, The Owner shall neither establish, nor allow to be established, ingress or egress for any vehicle, heavy equipment, or farm machinery or farm equipment to and from the Property except at the intersection o f the alignment of Belvedere Boulevard and East Rio'Road, as shown on Exhibit 2B, and from the northern segment of Free State Road that crosses Free State Bridge, as shown on Exhibit 1, of the General Development Plan, or on any public street shown on a final subdivision plat that has been constructed and accepted by VDOT or bonded for acceptance by VDOT_ For purposes of this proffer, the term "vehicle" means every device on or by which any person or property is or may be transported or drawn on a highway, except devices moved by human power or used exclusively on stationary rails or tracks, that are used in the construction on or below the Property, including all improvements placed on the property by the Owner, its contractors, subcontractors or agents. The term "heavy equipment" means self-propelled, self -powered or pull -type equipment and machinery, including engines, weighing five 3.2 Green w a The Owner shahs dedicate and convey to Albemarle County, upon c d County, , b � the Cn u y ..t ntti, a strip a: land no less than one hundred (; 00) feet in width and adequate in width to accommodate the construction., maintenance and use of a ten (10) foot wide pedestrian trail along the Rivarna River from the Property's boundary with Dunlora Farm (Tax Map 62 Parcel 16-A) to the Property's boundary with the Southern Railwayright- of-way (as it exists on November 19, 2004) (the "Greenwa-y"). 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 1, this cash proffer chill 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 Community's internal trail system, as illustrated in Exhibit 5A, 513, and 5C. 3.3 Greenwav bridge: Within thirty (30) days following request by the County, Owner shall contribute ten 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 1, 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 contributed to the County, all unexpended funds shall be refunded to the Owner. 4. Road Construction and Reservation of Right-of=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. 42 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 comp_ liance with the architectural standards established in the Code l31 LJC:YGIV }JITI elA1. Signatures of All ti wners: Printed Names of All Owners: Date: Belvedere S 60, Lard Tru : Trustee T Dunlora LLC by Robert Hauser Hon es Inc. Manager by: f ftiti rt iij. Hauser �} �Kci rt ausZ'.r Homes Inc. by CEO StoneHaus, Inc. by CEO Henry son Sprouse -0 e)% J C. Levenson Ly�"!` 7`— Cko i� tkc �1Y r1o�. �1/So fD i!/L1S Charlotte G. Levenson Signature of Attorney -in -f=act Printed Name of Attorney -in -Fact Rivanna River. The Owner shall dedicate right-of-way within six (6) months following written notice of demand by the County. Such reservation shall remain in place through December 31, 2025. The County must accept the dedication within twelve (12) months 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. 42.1 North Free State- Connector Extension Road Design. 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 dernand 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 the 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 filly (50) foot wide right-of-way extending from Road D to the property line at the eastern terminus of Road 3, 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 Owner 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- w; a fifty (50) foot wide access easement from. Belvedere Drive to the edge of the Fairview Swire 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 offinal road plan for Belvedere Boulevard in Phase 1. 5. Overlot Gradinv- 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 �o AL�7 APR 16 2013 WW ASSOCIA1 ES COUNTY OF ALBEIVIA11LE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434)296-383.2 Fax (434) 972-4126 March 28, 2013 White, Herbert, P.E. 3040 Avemore Square Plaza Charlottesville, ala 22911 RE: SDP201100064 Senior Center - Belvedere, Block 1 Dear Mr. Whlte: 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 Cade of [Development (page 36) to be increpsed 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 Plan approval, Variation #50 To allow a variation of building massing, interior panting access road and parking layout from that shown in the ZMA exhibits titled "Block 1 and 2 General Development Plan Exhibit 2B" and "Block I and 2 Potential Development Scenario Exhibit 4". This approval was based on the following conditions; • 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 prier to Final Site Plan approval. Variation #51 To allow on -street parking along both sides of the "Partway 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 Plan (see section labeled "Beivedere Boulevard -100' R/W Parkway Section" on sheet 6 of 23). This approval was based, €In the following conditions: o A minimum nine foot (9') paved parallel parking area must be provided on each side of the road section. Travel lanes will remain twelve feet (12') in width, free of on -street parking: Five feet (6) striped bikes lanes will be provided on both sides of the road section as indicated in the Code of Development. A minimum six feet (6)' planting strip is required between the road and the 8' multi-purpose trail, as previously approved. A four foot (4') planting strip and five feet (5') sidewalk must be provided on the opposite side of Belvedere Blvd for safety and pedestrian access. • The full width of the multi-purpose trail must be within the Belvedere Blvd right-of-way. Either a boundary line adjustment or realignment of the road section will be required. . As shown on the exhibit, bike lanes must be provided on both sides of Belvedere Blvd. • Revised road plans must be approved by the County Engineer and VD(OT. Work with the County Engineer to provide additional traffic calming measures to their satisfaction. • A revised Water Protection Ordinance pian 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 nue if you have questions regarding this matter. Sincerely, alk4&�C- David Benish Chief of Planning CC: Belvedere Station Land Trust, Robert M Hauser & Stan C Manoogian Trs 2421 Ivy Rd Charlottesville N/a 22903 File; SDP2011-00064 ARCHITECT BUSHMAN DREYFUS ARCHITECTS, PC 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD LOVELAND, OH 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 434.242.7642 CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 434.327.1688 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET,VA 22932 434.295.8105 OWNER'S REPRESENTATIVE MATTHEWS DEVELOPMENT COMPANY 434.972.7764 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 REV 3 11/13/18 PROFFERS 11/13/18 lo� 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 (INCLUDIING 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 BIE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL, PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TIO 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 ZIONE 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 -T, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. T 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. T. 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 T00AM 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. 149. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) no o® ce 2. a > s z 0 x2 0 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 MATTIHEWS DEVELOPMENT COMPANY 434.972.7764 r LEGEND ROADS 'u�arA SEWER TRAFFIC STOP BAR n 9 S KIY` EXISTING SANITARY SEWER STORM PIPE &STRUCTURE NO. � PROPOSED SANITARY MANHOLE O DROP INLET & STRUCTURE NO. PROPOSED SANITARY SEWER CURB CURB & GUTTER WATER DRY CURB & GUTTERr EXISTING WATER LINE PROPOSED PAVEMENT 6w W_PROPOSED WATER LINE PAVED DITCH 6" PROPOSED VALVE - JUTE MESH DITCH �Tl g. PROPOSED TAPPING SLEEVE -� CENTERLINE OF DITCH PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK �. CLEARING LIMITS GRADING R-1 VDOT STANDARD STOP SIGN 200 ............... EXISTING CONTOUR TC =TOP OF CURB BC =BACK OF CURB 200 PROPOSED CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL +240.5 EXISTING SPOT ELEVATION BW - BOTTOM OF WALL TC 240.5 PROPOSED SPOT ELEVATION TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 1� PARKING COUNT N/A = NOT APPLICABLE TO THIS PROJECT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDIING 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 BIE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL, PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TIO 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 ZIONE 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 -T, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. T 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. T. 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 T00AM 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. 149. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) no o® ce 2. a > s z 0 x2 0 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 MATTIHEWS DEVELOPMENT COMPANY 434.972.7764 r o - iy L.3'i'l 'u�arA U Cr b,(G V,4 J'.,'TC) n 9 S KIY` L bc,. ploo 0,402048501, 441 O AL C ISSUE DATE DD SET 2/2/18 co C) w cq cv z w 1) w F- F - 0 >r s ti COUNTY SP 4/23/18 COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9121/18 REV 3 11/13/18 NOTES & DETAILS MCI GR -2A (3'-1%2" POST SPACING) MAX DYNAMIC DEFLECTION - 2' )LE DIE .ES CRT POST x HEIGHT TOLERANCE *- 3/4" GR -2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W -BEAM BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN A" FROM VERTICAL, W -BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR -2 AND GR - RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 "2A N TOLERANCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE. ALL W -BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. GR -2,2A SHEET 1 OF SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 221 REV. 7/05 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 501.04 DETAIL 1 DETAIL 2 SECTION A -A SECTION A -A NOTES'. 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2, ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC 1TO BE INSTALLED UNDER CLASS Al ,I, AND I MATERIALS IN ACCORDANCE WITH TIHE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. SECTION I3 -B X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H SPECfFICATION XV00T REFERENCE 204 CULVERT OUTLET PROTECTION ROAR AND BRIDGE STANDARDS 245 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 303 I 414 113A1 ,KSTONE SHOULDER MIX PE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES EMERGENCY VEHICLE TURNAROUND ON PLANS EMERGENCY VEHICLE TURNAROUND SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A �OO OL3,O vC7 O O O o EXISTING AGGREGATE BASE \//\//\//\//\//\//\//\//��• COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. w DENOTES MILL AND OVERLAY ON PLANS MILL AND OVERLAY PAVEMENT SECTION No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND ~!HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 4� YPAINTED o 1 18' 1 4 polPER 2 /o MAX. . VDOT / E , SPEC. 8 5'_I_8' 11' 5' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale €"'EDGE OF 'PAVEMENT 4EE PAINTED I STRIPE 9 i (TYPICAL) REGULAR SPACE CONCRETE MAXIMUM OUTLET DD SET TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINIMUM "T" a (FOR DESIGN STORM) (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 CLASS II CLASS II DRY RIPRAP 19 fps 36 OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H SPECfFICATION XV00T REFERENCE 204 CULVERT OUTLET PROTECTION ROAR AND BRIDGE STANDARDS 245 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 303 I 414 113A1 ,KSTONE SHOULDER MIX PE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES EMERGENCY VEHICLE TURNAROUND ON PLANS EMERGENCY VEHICLE TURNAROUND SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A �OO OL3,O vC7 O O O o EXISTING AGGREGATE BASE \//\//\//\//\//\//\//\//��• COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. w DENOTES MILL AND OVERLAY ON PLANS MILL AND OVERLAY PAVEMENT SECTION No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND ~!HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 4� YPAINTED o 1 18' 1 4 polPER 2 /o MAX. . VDOT / E , SPEC. 8 5'_I_8' 11' 5' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale €"'EDGE OF 'PAVEMENT 4EE PAINTED I STRIPE 9 i (TYPICAL) REGULAR SPACE CONCRETE LANDSCAPE ARCHITECT DD SET PRAY DESIGN ASSOCIATES 3/4 INTERNA- RAIL NON WELD PIPE N PAVEMENT a CHARLOTTESVILLE, VA 22901 REV 1 L5.00 RAILING SYSTEM. CL CIVIL ENGINEER -114" SEALANT TIMMONS GROUP NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 EXPANSION w 434.327.1688 2" JOINT STRUCTURAL ENGINEER -a' ":-� 10" 3,000 PSI AIR ENTRAINED PORTLAND DMWPV EL 2"TYP ••i. CEMENT CONCRETE 110 THIRD STREET NE ,o.' J 434.293.5171 o 0 0 0 �.� LN •' 1'-2" TYP 2" + F-2" TYP MEP ENGINEER ' STAENGL ENGINEERING S� 1159 CROZET AVENUE, SUITE A #3 REBAR @ NOSES CROZET, VA 22932 TYP �y�� EMBEDDED \:o. `'•" +• �� EXPANSION •. JOINT ' o'•. y �` •'. `O may, s CONCRETE t x PAVEMENT I HANDRAIL POST #4 REBAR @ 12" O.C. •� ANCHORING BOTH WAYS, CENTERED I t (TYP) COMPACTED I I� AGGREGATE NOTE: SEE SITE GRADING FOR COMPACTED ` NUMBER OF RISERS, WASH AND SUBGRADE , LANDINGS PER SET OF STAIRS EXTERIOR STAIRS & HANDRAIL No Scale BOLLARD DETAIL No Scale -STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED (COLOR TO BE SELECTED BY OWNER) PAVEMENT PAlTCH M II I ISI (SII llr ..a 2'-0" DIAMETER <' 3,000 PSI AIR -ENTRAINED CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE 4" 57 STONE COMPACTED SUBGRADE yl�l DENOTES CLASS B TRAIL ON PLANS CLASS B TRAIL SECTION No Scale 0 0 o Ca o 0 8" 57 STONE _ COMPACTED SUBGRADE C DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION No Scale NON -SLIP BROOM FINISH I R=)/41' CONTROL JOINT SPACED - --- AT WIDTH OF WALK j__'i 1 44 LEXPANSION JOINT AT MAX OF 30', WITH a i VARIABLE WIDTH' %414 d. PREMOLDED EXPANSION FILLER MAX. CROSS SLOPE 2% n a. ow \\/\ /\O'J lip / CONC. WALK ��� \\ \ \\�� 14. COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN SIGN AND POST DETAIL No Scale 7-1/2" 3TH 0.5' FROM EP ANCHOR WITH 5/" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 0 - 5600 RE 5100 - 5500 RE TOW AWAY ZOW TOW AWAY ZOrE _F VAN 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED I FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PAIRKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) 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. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale °. °6 ' a a. 5' CURB TRANSITION DETAIL No Scale \µq° 4" 3,000 PSI AIR -ENTRAINED 0Z CONCRETE X COMPACTED SUBGRADE 4" TYPE 21B STONE COVER x> DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS ARCHITECT NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN BUSHMAN DREYFUS ARCHITECTS, Pc ACCORDANCE WITH VDOT STANDARDS. 820-B EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 CONCRETE SIDEWALK PAVEMENT SECTION LOVELA D,OH4ER D LOVELAND, OH 45140 No Scale 513.444.4877 EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS MATTHEWS DEVELOPMENT COMPANY ' 434.972.7764 a HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21-13 AGGREGATE SUBBASE COURSE r ,yam: �• ll . `—COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 1 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A ?o 0 0 0 6" TYPE 21 B AGGREGATE BASE COURSE )QlJIu, 11:�Z_01 11:2_015�_�u o COMPACTED SUBGRADE ::::: DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT LANDSCAPE ARCHITECT DD SET PRAY DESIGN ASSOCIATES COUNTY SP 1012 WILDMERE PL a CHARLOTTESVILLE, VA 22901 REV 1 434.242.7642 CL CIVIL ENGINEER -114" SEALANT TIMMONS GROUP NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 608 PRESTON AVE, SUITE 200 CHARLOTTESVILLE, VA 22903 w 434.327.1688 2" —..._-a-- -- STRUCTURAL ENGINEER -a' ":-� 10" 3,000 PSI AIR ENTRAINED PORTLAND DMWPV CEMENT CONCRETE 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 o 0 0 0 6" TYPE 21A STONE COVER 2" + MEP ENGINEER --'— ( CBR 11.2) COMPACTED SUBGRADE STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 OWNER'S REPRESENTATIVE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS MATTHEWS DEVELOPMENT COMPANY ' 434.972.7764 a HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21-13 AGGREGATE SUBBASE COURSE r ,yam: �• ll . `—COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 1 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A ?o 0 0 0 6" TYPE 21 B AGGREGATE BASE COURSE )QlJIu, 11:�Z_01 11:2_015�_�u o COMPACTED SUBGRADE ::::: DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 0 Cil N N `Q z 0 E > Lu J J (n LU I~ - O Q ISSUE DATE DD SET 2/2/18 COUNTY SP 4/23/18 a 7/17/18 REV 1 SAWCUT THROUGH CL MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS Lu & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2" + COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 0 Cil N N `Q z 0 E > Lu J J (n LU I~ - O Q 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 REV 3 11/13/18 wgi emn i x w a u v w, 61 pi Lau r. agaw gow i, qk ga ig i peg owat It i (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 12* MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE RD IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS SURFACE PA, PA BASE SUBBASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 CG -3 MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (6" MIN, ON''T - 24", (6) ADAPTER (6) MEDIUM - D - UTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE 10" MIN. ON 30") FOR GUIDE! INE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, rL VARIABLE 0' - 360' ACCORDING TO TRAFFIC LOADING: & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION, . . ................ (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS 24",10" MIN. ON 39' (13' MIN. ON 12" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS I BASED ON MANUFACTURING REQ.) 4' MIN ONI, 2" 24" AVAILABLE: 4' - 30" FOR CORRUGATED HDPE 6" MIN ON 39" - -- - ----------- SINGLE WALL), N-12 HP, PVC SEWER (EX SDRC 35), PVC Di!VV (EX: SCH 40), PVC C900/N05 (ADS N 121HANCOR DUALWALL. ADSIHANCOR CORRUGATED & RIBBED IPVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1. WATERTIGHT JOINT CLASS 11, OR CLASS Ill MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HOPE SHOANN)12" 30" PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 - 1 12'- 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A5'36 GRADE 70-50.05, 2 12'- MY' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7G-50-05, 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWINGNO.7001-110-M5. THIS PRINT DISCLOSES SUBJECT MATTER INWHICH DRAWN BY EEC MATERIAL 130 VERONA AVE 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FORGORRUGATED HOPE (ADS N-12fHANCOR DUALWALLI, OR POSSESSION OF THIS PRINT DOES NOTCONFER, DATE 4-20-07 PVC PHN (770) 932-2443 N-12 HP, & PVC SEVVER ;4"-24"). TRANSFER, OR LICENSE THE USE OF THE DESIGN ORSt FAX (770) 932-2490 5 - ADAPTERS CAN BE MOUNTED 0'TO360'. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NQJNAME Nylolla www.nyloplast-usxom NVE)OT ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-1 10-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ROAD AND BRIDGE: STANDARDS 6 - 12" - 24" PEDESTRIANGPATES SHALL MEET H-10 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 DRAIN BASIN WITH PEDESTRIAN GRATE 3fi` PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING {SEE DRAWING ARTICLE HEPEFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE NO. 7001-110-144 FOR H-20TRAFFIC LOAD GUIDELINES)" IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN , 7001-110-2a3 REV D - PERMISSION FROM NYLOPLAST. 1D2'.A31Nflf)r1!3 DWGSIZEA I SCALE 1:40 SHEET I OF I DWG NO, 201.02 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP 017 FILL TOP OF FILL TOP OF FILL ----------- - ----------- ---- - ----- - - ----- ------- - - ----- 14 ---- - ---- - GROUND LINE -L NO LINE -I GROUND LINE :i: - - -------- :=j AY FIII- Ti EARTH10" ROCK OR EARTH .......... UNYIE LDING X, iSOILILI BEDDING X f 9 ±L _1 MATERIAL 2 MIN. WN. 1/10 DJ MIN. 1/10 0 F) x BEDDING 1/10 D x 0 X MATERIAL �Z7� MATERIAL x D x PER I' OF H WN. E", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTIH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x 0 MIN. L5 Y, D MIN 1.5 x D MIN. 1.5 x D _ I MIN. 1.5 -_x 0 MIN. 1,5 LL TOP OF FILL TOP OF FILL TOP OF F1 L=_L - ------ . ........ _X�%X111 .......GROUNO 11 GROUND rrrrGROUND a. I INE 2- 4' 16 LINE li U7,, M INE M7177 - '% ---------- I-A ROCK OR I= -EARTH I Mft 1/10 D UNYIELDING MIN- 1/10 1 i� SOIL 1_1 WH I l� D x D BEDDING 1/2" PER I Ai �1 l� MIN. BEDDING ter -MATERIAL I" OF H I X 0 _T EARTH MIN. 811, BEDDJNG MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT NOTES SECT ON 302 OF THE ROAD AND BRIDGE E21 SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFIC AT IONS,ON SHEET 107.00, REGULAR BACKFILL MATERIAL IN ACCORDANCE EMFOR PLASTIC PIPE CLASS 1' BACKFILL N1AFERIA1. WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED CLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS, SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED iN PLACE OF CLASS T BACKS iILL. FOR ALL OTHER PIPE REGULAR. BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. X/DO-F SPECIFICATION SPECIFICATIO INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 4 REVISION 'DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD ,A,, 302 105 107.01 1 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 502 F1- `7 - --------- I STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R 1" R SURFACE BASE SUBBASE VA 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 PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (1.3" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE, THE DEPTH IS TO BE: 16" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R ip 7 T -O" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR R CG -2 OC -12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK K (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (,SC -2 OR CG -3 IN LINEAR FEET) GENERAL NOTES= DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 1S_A 'SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP, 2, DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED 1STED SHALL MEET F-SIDEW LK MP 12-1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE 4&:1 1AAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN 'PLACE AFTER PLACEMENT OF MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A ow 5. REQUIRED BARS ARE To BE NO, 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE TO FLOOR,MiO-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCREIE COVER 1'/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. n-♦"""', z SURFACE BY THE ENGINEER- THEY ARE TO 13E PROVIDED AT INTERSECTIONS WHEREVER 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 2.1 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY12:1 MAX N. a 0z CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK Is EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ------ AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE 8 1 E BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE m. HYDRANT', DROP INLETS, ITC_ ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL BASE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED,ENTERED AND USED BY PEDESTRIANS. 11 vim -ARCHITECT 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 0MA?� 12 THE CURB OPENING IS PLACED WITHIN THE IMITS OF THE CROSSWALK AND BUSHMAN DREYFUS ARCHITECTS, PC 1211 MAX F THE CURB OPENING IS THAT THE SLOPE AT THE CONNECTION 0 -B EAST HIGH STREET THE CURB. v N\ x 820 XX PERPENDICULAR TO A- CHARLOTTESVILLE, VA 22902 SUBBASE 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY MUCK 434.295.1936 TRAFFIC, REFER TO SI ANDAPO CU -13, COMMERCIAL ENTRANCE (HEAVY 4' AT X 2` HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE O PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X YK , SAME AS OF, CURB SENIOR CENTER DESIGN CONSULTANT THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. LIFESPAN DESIGN STUDIO, LLC H. WHEN ONR.Y ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 554 BAXTER ROAD A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LOVELAND, OH 45140 LANDING AREA WAY INCLUDE UBE THE GUTTER PAN. TRUNCATED DOME n' 513.444.4877 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF J6"-2.4" 7C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE VJARNNG SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 c" z LANDSCAPE ARCHITECT -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 0 0 0 0 0 0 PRAY DESIGN ASSOCIATES 0 0 0 0- - 1012 WILDIVIERE PL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CHARLOTTESVILLE, VA 22901 LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 434.242.7642 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 1 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIVIL ENGINEER 507-65 EASE DIAMETER TOP DIAMETER 0 C) C, 0 0 0 0 0 0 0 0 0 0 _ O� _ I TIM MONS GROUP Cv �--'UETECTABLE WARNING 1 608 PRESTON AVE, SUITE 200 AT BACK OF CU 0.9- VARIABLE FULL WIDTH OF RAMP FLOOR I CHARLOTTESVILLE, VA 22903 SEE NOTE 112. BASES __P_AY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 434.327.1688 ItISTALLED ON A RADIUS DETAIL DETAIL STRUCTURAL ENGINEER XVDOT SPECIFIN NVD= CG -12 DETECTABLE WARNING SURFACE REFERENCE CATIODMWPV 110 THIRD STREET NE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF I SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 CHARLOTTESVILLE, VA 22902 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 434.293.5171 201.01 203-05 CG 12 MEP ENGINEER A MIN STAENGL ENGINEERING 1 FA Ah 1159 CROZET AVENUE, SUITE A PERMISSIBLE 12- #5 D OW E L S, 8 LONG) A- CROZET, VA 22932 AT 12" C -C - CONSTRUCTION 52z1 MAX. 5' RAIN.JOINT 4� MIN 434.295.8105 12:1 MAX IX OWNER'S REPRESENTATIVE 12:1 k1AX WITH BUFFER STRIP MATTHEWS DEVELOPMENT COMPANY 1 434.972.7764 .......... ......... RAMP RAMP - (SEE TABLE) A (FEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE - OF ROADWAY CURB BACK OF CURB 48 1 VAX 20'1- 1. 1 WAV -71 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 CURD AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SECTION A -A PERMISSIBI. - E CONSTRUCTION JOINT ui SECTION B-91 WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK A 4' SQUARE LANDING AREA ON (,,VTStfjE 'Jr TRAVEL WAY CROSSWALK CURB SHALL BE PROVIDE0 FOR AR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARN!,NG, SURFACE, PERPENDWITHIN THEMA MAQRQSSWALa EE RKE0 S SHEET I OF CROSSWALK AREA - THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB 4� IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5 SID 13UFFER IDEWASTIRP LK SLOPE. T'71 - MIN 40 Q CF, Ax'1174,) <'­IITARS Kl';;' Lio. No. 040,2048507 It I 1 31/118 r" TYPE B PARALLEL APPLICATION SPECIFICATION CLAUSE E iofE PARABOLIC CUP. V E 4 S100K POWERDRAIN - LOAD CLASS A EXPANSION JOINT TO PAVEMENT PER 5 SEE NOTE 4 ENGINEER'S DETAILS DESIGN 2 SEE NOTE 3 DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE 3 6 POLYMER CONCRETE SIOOK CHANNEL SYSTEM WITH 4 8 12 DUCTILE IRON RAILS AS MANUFACTURED BY ACO 10 15 ........... 14 1 15 POLYMER PRODUCTS, INC. OR PROPOSED VDOT RIGHTI-OF WAY, 21 ­ 77/ �c 0 % TO 10% CHANGE EDGE OF PAVENIENT- MATERIALS PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS �STABLE, CHANNELS SHALL BE MANUFACTURED FROM S ECTION C -C 0Q Q. 5" AGGREGATE BA5E POLYESTER RESIN POLYMER CONCRETE WITH AN CLASS A3 OLE.S.) CONC. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A TYPE ISIZE 218- INTEGRALLY CAST -IN DUCTILE IRON RAIL. A HALF PLAN USED BY PEDESTRIANS. POINT OF GRADE CHANGE MINIMUM PROPERTIES OF POLYMER CONCRETE WILL 12% MAX. SLOPE AS FOLLOWS: FOR CURB AND GUTTER ONLY e= COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI x x 12 7 MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS TENSILE STRENGTH: 1,500 PSI FOR SIDEWALK, CURB AND CUTTER 3 MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND Buti.T CONCURRENTLY 1 8 / MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10, INITERVALS SECTION A -A WATER ABSORPTION: 0.07% 4" [100mm] FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES B117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (1 00mm) NOMINAL INTERNAL WIDTH WITH A 6.29" (1 60mm) OVERALL SLOPE OF 0.5%. CHANNEL WIDTH AND A BUILT-IN INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL . .... ... CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. 4" [100mm] 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. 1/8" t3mm] 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"T 9470 Pinecone Dr. 4211 Pleasant Rd. Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520-421-9988 Tel: 440-639-7230 Tel: 440-639-7230 DATE: 08/25/15 Fax: 520-421-9899 Fax: 440-639-7235 Fax: 803-802-1063 wgi emn i x w a u v w, 61 pi Lau r. agaw gow i, qk ga ig i peg owat It i (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 12* MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE RD IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS SURFACE PA, PA BASE SUBBASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 CG -3 MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (6" MIN, ON''T - 24", (6) ADAPTER (6) MEDIUM - D - UTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE 10" MIN. ON 30") FOR GUIDE! INE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, rL VARIABLE 0' - 360' ACCORDING TO TRAFFIC LOADING: & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION, . . ................ (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS 24",10" MIN. ON 39' (13' MIN. ON 12" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS I BASED ON MANUFACTURING REQ.) 4' MIN ONI, 2" 24" AVAILABLE: 4' - 30" FOR CORRUGATED HDPE 6" MIN ON 39" - -- - ----------- SINGLE WALL), N-12 HP, PVC SEWER (EX SDRC 35), PVC Di!VV (EX: SCH 40), PVC C900/N05 (ADS N 121HANCOR DUALWALL. ADSIHANCOR CORRUGATED & RIBBED IPVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1. WATERTIGHT JOINT CLASS 11, OR CLASS Ill MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HOPE SHOANN)12" 30" PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 - 1 12'- 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A5'36 GRADE 70-50.05, 2 12'- MY' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7G-50-05, 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWINGNO.7001-110-M5. THIS PRINT DISCLOSES SUBJECT MATTER INWHICH DRAWN BY EEC MATERIAL 130 VERONA AVE 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FORGORRUGATED HOPE (ADS N-12fHANCOR DUALWALLI, OR POSSESSION OF THIS PRINT DOES NOTCONFER, DATE 4-20-07 PVC PHN (770) 932-2443 N-12 HP, & PVC SEVVER ;4"-24"). TRANSFER, OR LICENSE THE USE OF THE DESIGN ORSt FAX (770) 932-2490 5 - ADAPTERS CAN BE MOUNTED 0'TO360'. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NQJNAME Nylolla www.nyloplast-usxom NVE)OT ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-1 10-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ROAD AND BRIDGE: STANDARDS 6 - 12" - 24" PEDESTRIANGPATES SHALL MEET H-10 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 DRAIN BASIN WITH PEDESTRIAN GRATE 3fi` PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING {SEE DRAWING ARTICLE HEPEFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE NO. 7001-110-144 FOR H-20TRAFFIC LOAD GUIDELINES)" IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN , 7001-110-2a3 REV D - PERMISSION FROM NYLOPLAST. 1D2'.A31Nflf)r1!3 DWGSIZEA I SCALE 1:40 SHEET I OF I DWG NO, 201.02 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP 017 FILL TOP OF FILL TOP OF FILL ----------- - ----------- ---- - ----- - - ----- ------- - - ----- 14 ---- - ---- - GROUND LINE -L NO LINE -I GROUND LINE :i: - - -------- :=j AY FIII- Ti EARTH10" ROCK OR EARTH .......... UNYIE LDING X, iSOILILI BEDDING X f 9 ±L _1 MATERIAL 2 MIN. WN. 1/10 DJ MIN. 1/10 0 F) x BEDDING 1/10 D x 0 X MATERIAL �Z7� MATERIAL x D x PER I' OF H WN. E", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTIH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x 0 MIN. L5 Y, D MIN 1.5 x D MIN. 1.5 x D _ I MIN. 1.5 -_x 0 MIN. 1,5 LL TOP OF FILL TOP OF FILL TOP OF F1 L=_L - ------ . ........ _X�%X111 .......GROUNO 11 GROUND rrrrGROUND a. I INE 2- 4' 16 LINE li U7,, M INE M7177 - '% ---------- I-A ROCK OR I= -EARTH I Mft 1/10 D UNYIELDING MIN- 1/10 1 i� SOIL 1_1 WH I l� D x D BEDDING 1/2" PER I Ai �1 l� MIN. BEDDING ter -MATERIAL I" OF H I X 0 _T EARTH MIN. 811, BEDDJNG MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT NOTES SECT ON 302 OF THE ROAD AND BRIDGE E21 SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFIC AT IONS,ON SHEET 107.00, REGULAR BACKFILL MATERIAL IN ACCORDANCE EMFOR PLASTIC PIPE CLASS 1' BACKFILL N1AFERIA1. WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED CLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS, SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED iN PLACE OF CLASS T BACKS iILL. FOR ALL OTHER PIPE REGULAR. BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. X/DO-F SPECIFICATION SPECIFICATIO INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 4 REVISION 'DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD ,A,, 302 105 107.01 1 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 502 F1- `7 - --------- I STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R 1" R SURFACE BASE SUBBASE VA 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 PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (1.3" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE, THE DEPTH IS TO BE: 16" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R ip 7 T -O" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR R CG -2 OC -12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK K (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (,SC -2 OR CG -3 IN LINEAR FEET) GENERAL NOTES= DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 1S_A 'SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP, 2, DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED 1STED SHALL MEET F-SIDEW LK MP 12-1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE 4&:1 1AAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN 'PLACE AFTER PLACEMENT OF MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A ow 5. REQUIRED BARS ARE To BE NO, 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE TO FLOOR,MiO-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCREIE COVER 1'/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. n-♦"""', z SURFACE BY THE ENGINEER- THEY ARE TO 13E PROVIDED AT INTERSECTIONS WHEREVER 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 2.1 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY12:1 MAX N. a 0z CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK Is EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ------ AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE 8 1 E BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE m. HYDRANT', DROP INLETS, ITC_ ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL BASE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED,ENTERED AND USED BY PEDESTRIANS. 11 vim -ARCHITECT 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 0MA?� 12 THE CURB OPENING IS PLACED WITHIN THE IMITS OF THE CROSSWALK AND BUSHMAN DREYFUS ARCHITECTS, PC 1211 MAX F THE CURB OPENING IS THAT THE SLOPE AT THE CONNECTION 0 -B EAST HIGH STREET THE CURB. v N\ x 820 XX PERPENDICULAR TO A- CHARLOTTESVILLE, VA 22902 SUBBASE 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY MUCK 434.295.1936 TRAFFIC, REFER TO SI ANDAPO CU -13, COMMERCIAL ENTRANCE (HEAVY 4' AT X 2` HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE O PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X YK , SAME AS OF, CURB SENIOR CENTER DESIGN CONSULTANT THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. LIFESPAN DESIGN STUDIO, LLC H. WHEN ONR.Y ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 554 BAXTER ROAD A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LOVELAND, OH 45140 LANDING AREA WAY INCLUDE UBE THE GUTTER PAN. TRUNCATED DOME n' 513.444.4877 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF J6"-2.4" 7C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE VJARNNG SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 c" z LANDSCAPE ARCHITECT -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 0 0 0 0 0 0 PRAY DESIGN ASSOCIATES 0 0 0 0- - 1012 WILDIVIERE PL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CHARLOTTESVILLE, VA 22901 LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 434.242.7642 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 1 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIVIL ENGINEER 507-65 EASE DIAMETER TOP DIAMETER 0 C) C, 0 0 0 0 0 0 0 0 0 0 _ O� _ I TIM MONS GROUP Cv �--'UETECTABLE WARNING 1 608 PRESTON AVE, SUITE 200 AT BACK OF CU 0.9- VARIABLE FULL WIDTH OF RAMP FLOOR I CHARLOTTESVILLE, VA 22903 SEE NOTE 112. BASES __P_AY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 434.327.1688 ItISTALLED ON A RADIUS DETAIL DETAIL STRUCTURAL ENGINEER XVDOT SPECIFIN NVD= CG -12 DETECTABLE WARNING SURFACE REFERENCE CATIODMWPV 110 THIRD STREET NE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF I SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 CHARLOTTESVILLE, VA 22902 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 434.293.5171 201.01 203-05 CG 12 MEP ENGINEER A MIN STAENGL ENGINEERING 1 FA Ah 1159 CROZET AVENUE, SUITE A PERMISSIBLE 12- #5 D OW E L S, 8 LONG) A- CROZET, VA 22932 AT 12" C -C - CONSTRUCTION 52z1 MAX. 5' RAIN.JOINT 4� MIN 434.295.8105 12:1 MAX IX OWNER'S REPRESENTATIVE 12:1 k1AX WITH BUFFER STRIP MATTHEWS DEVELOPMENT COMPANY 1 434.972.7764 .......... ......... RAMP RAMP - (SEE TABLE) A (FEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE - OF ROADWAY CURB BACK OF CURB 48 1 VAX 20'1- 1. 1 WAV -71 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 CURD AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SECTION A -A PERMISSIBI. - E CONSTRUCTION JOINT ui SECTION B-91 WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK A 4' SQUARE LANDING AREA ON (,,VTStfjE 'Jr TRAVEL WAY CROSSWALK CURB SHALL BE PROVIDE0 FOR AR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARN!,NG, SURFACE, PERPENDWITHIN THEMA MAQRQSSWALa EE RKE0 S SHEET I OF CROSSWALK AREA - THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB 4� IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5 SID 13UFFER IDEWASTIRP LK SLOPE. T'71 - MIN 40 Q CF, Ax'1174,) <'­IITARS Kl';;' Lio. No. 040,2048507 It I 1 31/118 r" TYPE B PARALLEL APPLICATION ROADWAY GRADE ;N PERCENT MINIMUM RAMP LENGTH iN FEET 4" CI URB PARABOLIC CUP. V E 4 6 5 7 2 5 a 3 6 9 4 8 12 5 10 15 6 14 1 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 CG -9 0" EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JOINT WITHIN CROSSWALK F-LANIE)Nr 481 VAX. DIAGONAL PLACEMENT SLOPE LAN01W' , 461 MAX. ANDING 48:!MAX. SLOPE SLOPE MIN CROSSWALK CROSSWALK UO CA nCURS UR3 WITH BUFFER STRIP WITHOUT BUFFER STRIP CG -12 DETECTABLE WARNING SURFACE SPECIES AT REFERENCE TYPE 8 (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 WIDTH OF ISSUE DATE A ENTRANCE WIDTH OF ENTRANCE CIL- LIMTS OF PEDESTRIAN F ;t jE RIA14 DID SET 2/2/18 LIMITS OF PEDES EXPANSION RANT- ACYESS ROUTE M ACCESS ROUTE 01 �UNPAVED S C iWN-TRAVERSABLE UNPAVED SPACE.� ra SL COUNTY SP 4/23/18 Cr WIDTH OF ENTRANCE )CURB NC!_UDEO IN COUNTY SP 7/17/18 ENTRANCE GUTTER *J w Cr .. ... . ... ....... Cr U LIMITS OF PEDESI 11 LIMITS OF PEDESTRIAN < S RQ TI 8/13/18 T NON- I'RAVERSABLE -1 REV 1 A AC_Ls� h,QU­ PARABOLIC CUP. V E iF PEDESTRIAN ACCESS ROUTES ©ARE BEING PROVIDED, A MINIMUM 4` TRAVERSABLE WIDTH is cA PEDESTRIAN ACCESS ROUTE DETAILS WITH & REV 2 9/21/18 LINE WHEN USED IN CONJUNCTION WITH STANDARD WITHOUT UPAVED SPACE ENTRANCE WIDTH 2`0" ADDITIONAL Maj ­F -CF -WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE [+j EXTEND BEYOND EXISTING REV 3 11/13/18 DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' OR PROPOSED VDOT RIGHTI-OF WAY, ­ 77/ �c 0 % TO 10% CHANGE EDGE OF PAVENIENT- PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS �STABLE, S ECTION C -C UNOBSTRUCTED, FIRM AND SLIP RESISTANT Q. 5" AGGREGATE BA5E A CLASS A3 OLE.S.) CONC. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A TYPE ISIZE 218- FACILITY THAT CAN BE APPROACHED, ENTERED AND 11/13/18 HALF PLAN USED BY PEDESTRIANS. POINT OF GRADE CHANGE UNPAVED SIDEWALK SPACE PARABOLIC CUP. V E iF PEDESTRIAN ACCESS ROUTES ©ARE BEING PROVIDED, A MINIMUM 4` TRAVERSABLE WIDTH is REQUIRED WITH A MAX, 2Z CROSS SLOPE, SECTION B-8 WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR Cr, -7, THE CURB FACE ON THIS 2`0" STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTAFILF CURB CONFICURXTION. UNPAVED SIDEWALK SPACE PARABOLIC CUP. V E NORMAL GUTTER X X �c 0 % TO 10% CHANGE S ECTION C -C NOTES & DETAILS 5" AGGREGATE BA5E CLASS A3 OLE.S.) CONC. TYPE ISIZE 218- 11/13/18 5'-0" POINT OF GRADE CHANGE 12% MAX. SLOPE FOR CURB AND GUTTER ONLY x x 12 7 MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND CUTTER 3 MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND Buti.T CONCURRENTLY 1 8 / MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10, INITERVALS SECTION A -A NVMT \V DIST ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 SHEET 1 OF1 REVISION DATE 07/15 1 201.03 203.03 _� SECTION D -D U1 zz STANDARD ENTRANCE GUTTER SPECIFICATIONREFERENCE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24' tHN € g' 81, 8" S. MIN MIN. MIN. PAIN. 6" BEDDING 68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION / 4"MI _ INITIAL BACKFILL --\4 MI UNSTABLE $" S. 8F1 a" SC}IL M1 • MHN. _ MIN MHN. #68 STONE RANULAR FILL AS APPROVED BY ACSA "`•' " 5T L Z STABLE SAIL OR RO K"�' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.T -IE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL HE ALLOWED IN THE TRENCH, 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 2016 ROAD & BRIDGE STANDARDS BARS a 8" C -C TYP. A r FOR ALL BENDS FOR WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 'SG AS -- TIRED SECTION 1-1 ON t 'lGS SECTION 2--2 PIPE I DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU,YD. (FEET) CU.YD. h �G r$ BEND _ • STOP COUPLING L H T L H T PLUS 6". 90 2.503 2.50 3.01 0.24 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RESER 4„ & 6=' 45 2,00 2,25 2.60 0.15 2.00 2.25 2.50 0.15 K 1`-0" BEYOND BASE 22 1/2 1.50 2.00 2.52 0.10 36"MIN CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING t �+ 11 1/4 1.50 2_00 2.50 0.10 1.111E it lli 11111]111111F IIi1IVf il)tiilltiilifl]ftif NOTES: lit tiff lltl tlfl)]i!lflllll:ttti4:1111114: 1:]It:li::l iffllitl 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING 90 3,66 3.16 3.21 0.48 OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE 45 2.66 2.66 2.77 0.26 SPRING LINE OF PIPE NO. 68 STONE FIG. S -1•-A1 BY HAND OR APPROVED MECHANICAL TAMPER HAUNCH€NG' BEDDING 6'" rrlax 4„` min FOUNDATIOI`+i (SHALL BE REQUIRED �M1HEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 8"3.16 221/2 1.66 2,16 2.69 0,13 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 13 0T0.24 90 4,83 3.83 3.42 10° 8C 12" 45 3.33 3.58 2.95 4.00 2,83 0.52 22 1/2 2.33 2.58 2,86 11 1/4 1.83 2.33 2.84 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. L THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, NTS FIG. W-3 TD --2 ID -3 a 8" C -C TYP, L - IT :STT STRUCTURE SIZE AND WALL THICKNESS VARIES PLAN 1 --CLASS A3 CONCRETE •' CLASS A3 CONCRETE SECTION A -A NOTES: SECTION B. 1, THE STANDARD SAFETY SLAB (SL -1) 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 S FEET OF THE TOP OR BOTTOM (1F THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" 'DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3, ACCESS OPENINGS ARE To BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE -OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. _ # 5 BARS V 8" C -C TYP. 4. SAFETY SLAP MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSD. REINFORCING .• •' / •'.•' STEEL TO BE IN ACCORDANCE WITH AASHTO M31. •"'^;►. - r-'!s�^p'. ;; 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 - 30" LONG. TYPICAL PRECAST UNIT '�`!°O r TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN nr �. i BRANCH 12" i 1 ;-,,A , b 2» FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL_ MANHOLE PLAN SHOWING -BRANCH TIE - IN NTS FIG. S -I --B TD --27 I ----t l i^�^�^Li.f-•`.Li 1.^,(.j_:__".1 1---t t 1-1 i 1"""1 (.E"^" 111Ti�.'-�i1�TTTI�I-; ILII jl(Iif31 It3#I�IfI--•- CRIMP AND ROLL. ENO OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL_ SERVICE TAP ABANDONMENT NTS FIG, W_6B NOTFt MIN, 60' DIAMETER MANHOLE �rru REQUIRED. ROP MANHOLE PVC CROSS 4+ USE APPRLTVED FLEXIBLE RUBBER BUD L � _ % , ." EXISTING SANITARY ON CONCRETE BLOCKS 4 ' h �G r$ jjj --,.�� GASKETED • STOP COUPLING MANUFACTURER OR 71 SAW CUT TO FIT PIPE PIPE STRAPS _ DROP PIPE (STAINLESS STEEL) PLUS 6". SPACED EVERY = 2' VERTICALLY :r <' f.*;i• ----90* REST RAINED BEND 8"x8"x16" AND 4"x8"x16" < PIPE 'A b. R • > A 'd e MAIN SEWER PIPE PLAN PROFILE: `-- MIN, 6' BEDDING WIT14 NO, 68 STONE 1. HEIGHT CIF THE VERTICAL DROP PIPE WILL BE D'E'TERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET, 2. VERTICA€. DROP PIPE SHALL BE SDR 26 P.V,C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD CASKET JOINT. 3, VERTICAL DROP PIPE SHALL RE SCRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALT. BE MADE OF STAINLESS STEEL, 4, SHAPE HNVERTAS NEEDED TO PROVIDE SMOOTH'H RANSiTION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT, S. DROP CONNECTION DISCHARGE FITTING SHALL. BE ORIENTED AT 45 DEGREES, INTO THF FLOW. 6. VERTICAL DROP PIPE SHALT. BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7, MINIMUIVI 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T,S, FIG. S -1-C2 TD -30 NOTE: RESTRAINED JOINT FITTINGS. Side View L 42" Minimum 4 Certification of 957- compaction 57compaction required �� e Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed so!] or as approved by the ACSA. 4 45• '��� 1 L ��� �� TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -•3B TD --5 A4" MIN. .. - 3s" T I 18 ON. -+R-.-•.-.•--17.5"-.-...#,` � �' 37" MIN, W#NGNUT LOCKING ASSEMBLY I r MIN, BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MIASONARY BLOCK SHALL BE 8". 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL_ DIETER VAULT 1 11, 2" METER) NTS ! FIG. W -7B TD --15 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THELOCAL OCAt STANDARD. 1 LENGTH OF BRANCH VARIES G` MIN 2' TO 10' {270•} 18"-22" 7 DU. FT. VALVE BOX #68 STONE 42"MIN '>°;' -6" GATE �' ' VALVE TEE 2500 P.S.I. CONCRETE SASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE S01L. STEEL PILE ---.� RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL_ AND KEEP FREE OF CONCRETE, 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL. BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL EIRE HYDRANT ASSEMBLY DETAIL N.T'S, FIG. W-4 TD -8 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH, PART V, SECBON G OF THESE SPECIFICATIONS, �rru N d' Q . Z SET DOGHOUSE BASE _ % , ." EXISTING SANITARY ON CONCRETE BLOCKS 4 ' 8" MIN. v. d • sa" A4" MIN. .. - 3s" T I 18 ON. -+R-.-•.-.•--17.5"-.-...#,` � �' 37" MIN, W#NGNUT LOCKING ASSEMBLY I r MIN, BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MIASONARY BLOCK SHALL BE 8". 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL_ DIETER VAULT 1 11, 2" METER) NTS ! FIG. W -7B TD --15 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THELOCAL OCAt STANDARD. 1 LENGTH OF BRANCH VARIES G` MIN 2' TO 10' {270•} 18"-22" 7 DU. FT. VALVE BOX #68 STONE 42"MIN '>°;' -6" GATE �' ' VALVE TEE 2500 P.S.I. CONCRETE SASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE S01L. STEEL PILE ---.� RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL_ AND KEEP FREE OF CONCRETE, 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL. BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL EIRE HYDRANT ASSEMBLY DETAIL N.T'S, FIG. W-4 TD -8 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH, PART V, SECBON G OF THESE SPECIFICATIONS, �rru N Q . Z SET DOGHOUSE BASE _ % , ." EXISTING SANITARY ON CONCRETE BLOCKS _*'' . SEWER PIPE DOGHOUSE OPENING SHALL 'a .` MIN, 12" CLEARANCE BE PREFORMED BY a•. ; ;�` °p + BETWEEN EXISTING PIPE MANUFACTURER OR a. AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 12" THICK VDOT REMAINING BACKFILL SHALL No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RESER WALL (4 EACH) ,)Illillf 1(1111 lltl15111 iItIilff hill:l(illl1113113!t:111111111 DOGHOUSE MANHOLE BASE lif ii MANHOLE ABOVE BASE SHALL illlit.. I5;1]V)ii llf l]f;l:i)Ii, tl{f tl 11),11 FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWNWITH 3,000 CRETE ON FIGURE S -1-A I OR NON -SHRINKING GROUT ROUT ALLOW CONCRETE TO FLOW A MHN, WRAP EXISTING PIPE WITH K 1`-0" BEYOND BASE NEOPRENE CASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- 36"MIN CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING t �+ 12" MIN, CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW 1.111E it lli 11111]111111F IIi1IVf il)tiilltiilifl]ftif NOTES: lit tiff lltl tlfl)]i!lflllll:ttti4:1111114: 1:]It:li::l iffllitl 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 INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED N.T,S SPRING LINE OF PIPE NO. 68 STONE FIG. S -1•-A1 TD -26 vi 0 a o x 9 'A Z +3 Z 8 V) x� P o 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 2r,1 TAT r t� c��ay T r�yrA car �t it ;� a f�.� zI L _ I/ 3 8 ; 1�' �rru N Z ISSUE DATE 1�' NOTE ; 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT 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 OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD --34 NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE €RON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4» BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF H,0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ISSUE DATE DO SET 2/2/1$ REMAINING BACKFILL SHALL REMAINING BACKFILL SHALL COUNTY SP 4/23/1$ NOT CONTAIN ROCK MATERIAL. NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY 36"MIN LARGER THAN 5" IN ANY DIMENSION DIMENSION COUNTY SP 7/17/18 24"MI 24"MI REV 1 8/13/18 EMBEDMENT 8"MIN INT€AL BACIKFILL* (6" LIFTS) THOROUGHLY COMPACTED EMBEDMENT 8"MIN INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE NO. 68 STONE - -- BY HAND OR APPROVED MECHANICAL TAMPER HAUNCH€NG' BEDDING 6'" rrlax 4„` min FOUNDATIOI`+i (SHALL BE REQUIRED �M1HEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) SPRING LINE PIPE H,0. 68 STONE - - BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4» min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) REV 9/21118 REV 3 11/1311$ NOTE ; 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT 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 OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD --34 NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE €RON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4» BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF H,0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 C�FXCGIA� J. KCMARSKI Lio,..loo 0402048507 11/1. 3" 18 LJ.J LAA MANAGED SLOPES GREATER THAN 25% PRESERVED SLOPES GREATER THAN 25% NOTE: MANAGED AND PRESERVED SLOPES INFORMATION FROM ALBEMARLE COUNTY GIS DATA ISSUE DATE J DD SET 2/2/18 . ............. ........... - ..... ..... ... ... ... ....... ..... ...... ...... ........... .......... fi . .... ... ........ ......... ......... .... ... ............ ............ ..... . ...... ......... w . ........ ;XZ' . .. .......... '3 ....... ... ......... ...... ERE . . . . ...... .... SCALE 1"=30' Ij ......... . .. .... . . ...... ... ... . . ..... .... .... 0 30' 60' . ...... ...... ...... '0 D ill, D ... ..... ....... ... .......... ... ......... ......... ... ... .... ... . .... .. ..... ...... MANAGED SLOPES GREATER THAN 25% PRESERVED SLOPES GREATER THAN 25% NOTE: MANAGED AND PRESERVED SLOPES INFORMATION FROM ALBEMARLE COUNTY GIS DATA COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 STEEP SLOPES 11/13/18 ISSUE DATE J 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 REV 3 11/13/18 STEEP SLOPES 11/13/18 DEMOLITION PLAN 11/13/18 C2n2 I I � I . � I Sediment Trap design I � � . . . . .- � . � A 11 .......... "I'll....... .... � .......1-1- ................ ­­­­­ ..... � .......................................... � , EROSION AND SEDIMENT CONTROL NARRATIVE GENERAL EROSION AND SEDIMENT CONTROL NOTES: SOILS INFORMATION: ...... .-II .. - ................... � ... � ....... ____ .......... 11.1. ­­ ..... - ..... ­­� ...... - i "I VAR��_E` I ... =17=1 drainage area (acres) (<3) 2, = _= -111 I ... --111.111111.1-111 .................... 1111- ... - ............... ...."111111111 ..................... � ............. : ........... I - -.1 11 ... =, _a_ PROJECT DESCRIPTION ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND 2B - ALBEMARLE FINE SANDY LOAM, 2 T 7 PERCENT SLOPES. 35 TO 60 INCHES TO PARALITHIC tra.p.-yo.l.y.l.ni-es: 6 oft? N, CMST 0r STONENWIR ..... --= =�-- , Ell eye ion (it) � area (SP volume(cy)l 6ZNC, 'I-,' �_� C ... ��,a I'-,--, . I 0/1 , 11 � 4 a� 111k I 1101 .... . 7_= 5== THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING, PARKING AREAS, UTILITIES, STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO BEDROCK, WELL DRAINED. HYDROLOGIC SOIL GROUP: C - - 426.5 1826 !� " / - _ - - \ - - . = 11 I 1.11.11 ..... 111-111.11.1 ... 11 ......................................... 11-1111111.1 ................ 31�11�1 AND ASSOCIATED SITE WORK. PHASE II OF THE PROJECT INCLUDES THE CONSTRUCTION OF AN MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE 1 427 2111 . \ 0P11?!3_(QfWA Ir vll ,os>"LC .1 .............. "I'l�,,���11.11,111,11, ... - .... ....... ..............."..","'.."".'I ....................... .. ­-­-, .11. ..., I 'Ir I --- I ADDITIONAL BUILDING. LIMITS OF DISTURBANCE TOTALS 5.76 ACRES, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA 21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, 40-79 INCHES TO LITHIC 428: 2724 89.5 .... I I ... 11 .......... I I I-, .... I ........ - .111, ......... - - ..... REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. BEDROCK, 40-79 INCHES TO PARALITHIC BEDROCK, WELL DRAINED. HYDROLOGIC SOIL GROUP: 429 3394, 113,31 1 .. 1� ... I..., k I \ .111, , ; IL .i .......... 1-1 .............. ---111111 ........ : ..... 1.111.11.1 .... -1111 ...... I ... -.1 ...... - .... 111.1 1_' I �") % r � 0 V I N, - __ __ __ -------- __'____....____! , : I � - - ___ - _ ...... . � ... ... _________. 7" 1 f 11, \ � i n cc �, 11 I . n ADJACENT PROPERTY , TION � i 0 B 43' 4121 13�,2 FTSIOM�;F 11 - - P 1W11 �, CCWSTRIJC I <r1,1;AAVA3_t1�> , , \ \ F ' I - (-) P , = THE NORTHERN PROPERTY LINE IS BOUND BY THE RESERVE AT BELVEDERE APARTMENT ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A 431: 4904 167.11 -,-R �;�,g�j \ IWSGIN,11, A(U,E�33 - ! / 3" `�V-_'A ASPHALr , - --1-1 .......................... - � I ­­ � � � �M�IKI \ � C , "_ - � 00 1 545,6. ary, ,Oul",�, ! 21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES. 40-79 INCHES TO LITHIC . - ........... -1 � -.1.1 ......... 1".., ........... _ \ .1.1. \ � , i �-UXPS-INC 10 119 :01 COMMUNITY. THE EASTERN PROPERTY LINE IS BOUND BY A RESIDENTIAL NEIGHBORHOOD, THE CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF ­­ ..... � .... I ...... ­_ - I 11 � - ...... 11.-- I \ $ j C� I � , : . I .1 / _­_____ I I. - SOUTHERN AND WESTERN PROPERTY LINES ARE BOUND BY BELVEDERE BOULEVARD. THE EROSION CONTROL PLAN. BEDROCK, 40-79 INCHES TO PARALITHIC BEDROCK, WELL DRAINED. HYDROLOGIC SOIL GROUP. we' storage: �SH KATE 3.13-, Ccl�lk��P' AI�IAIEI'IATZ' alkss, I R111RAP, . �.. , I- -­ � PAVT�,-IFINT of c = ___� - .... I .1 I I - I ­­­­ .... �.. - - � � - - 11 ... I I -111111 � - 1. ..,>- _,"I 1.7 __ I -a_ -11��.-;.�--.,-�,;"�-�.,-�7T-.-,-.,�,�----,-,..� -T � .... �.�, �7, . . ��� . _,77,., : _ ,- wet storage required (cy) (67'DA) ,� � ,� -'.­-­,-,­ L , - 135,0 . I ,�, __�'.V��' I -_ I . ­_ . ,,� '' B I --1 . . . . 0 ] . I > bottom of stone weir (ft) 1 428� 1 1 . . . ­- -t,o, , '7 _:�_ = �u - I I � �,�Iia4 ��,w olc-k Lpic't �i, �`, , , . R, - R � baft I � I-- ....... 1-1-1 11 ......... .1- 11.1 ....... ".. ­ ........... ­ - ..... I .... - � ... I ......... - � ­ .......... � .... . .. .11 ... I-- I-- .... � ......................... _ N9 - -,- ... I ­­­ ............... ­­­­­ I . i", - ............... � \ - # z 2 EXISTING SITE CONDITIONS ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE wet storage pro\�ded at this elevation (cy' 135.0 . "coarse aggregate shall be VDOT #3, #357 of #5 11--b" �31s!\I, 21A Ar UASE j : 0 < 11.11111.1111111 .......... - .... I ..... .1- ... ........."11111111111 ................ __111111111 ................................. ........ I.- -.1-1111111 ................. I_ ..... ­-, .............. I.I.- ...... ­ .................................................. � ............ . . 'i THE SITE IS CURRENTLY CLEARED FOR DEVELOPMENT. FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. 39D -HAZEL LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, slope of wet storage sides 101 � . � . ,� : a 0 z . I I I � .1 ....- .1 I I—. I I I ­ I I a I � I I PROFILE I I .1111 - I I - . 2 1 � 1 12.0� EXCESSIVELY DRAINED. HYDROLOGIC SOIL GROUP: B .weir length (ft) (6x DAY, : . z W -1 ............ - I--, .... I .weir ......... ­ � ......... -1.11 �.......... - .. . .. ................. . ........ 4�&.�­­ ...... -1-1 ..... dry starage� I * � �ottom of trap elevation (ft) : I . ',Z' 5 . . OFF-SITE AREAS ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON .a ............. 1.11 ......... -1 ... --1-11111111111.1.1.1 ........... Al .... 111,1111, ....... I-, ............ . ............... : ................ __ ......= ........... � .................. � .................................... -D SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS, AND GRADING AT NORTHERN THE SITE AT ALL TIMES. 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, ry storage required (cy) (o7" -DA) 135.0 ' bottom trap dimensions: � 1 77*25. � 0 -.11 ­.- '� - I � ­­.­ I �.. 1. 11 I � I - -1 ... 11.1 "O' I �- � . : . , N,41N. ---------- crest of stone weir 429.21 .top of dam elevation (ft) . 1 432 � I . . � . . : � FO11 E -------- � . : I I 11 . 11 � . I � END OF THE PROPERTY EXCESSIVELY DRAINED, HYDROLOGIC SOIL GROUP: B dry storage provided at this elevation (cy) . 135.0 � .top width of I da I m (ft) . I I 1. � 4 �;ON�___- I RUC I ION , - AS�Pi IAt T PAVC-0 111.1 ........... ­­ .......... ...... � .................................. _............-Ill ........................ ......".1-1111.1 ........................ 11 ... - ................................ __(A_) , � - ... 1-1 .................. � . . ........ : ........ 1.1-111 ......... - . . I .AJI-IFFIS I I I ,�;,,HiF?,,vll I I ARCHITECT ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN slope of dry storage -sides 3:0i � top trap dimensions I I I 1 *64. I - / - I " UK CRITICAL EROSION AREAS INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW - � � . -­�- \ - __ --------.----- I BUSHMAN DREYFUS ARCHITECTS, PC ,� IV !c ,2-1, - - - ,� , -, - � '� , . )A0 ( _,� I �_ I ? SEDIMENT TRAP 1 �,La , � ,�Zkil­ S_ - ,I 820-B EAST HIGH STREET 2_R,�? o'c', 31� I E X I SMNIC � I I - i ,- CRITICAL SLOPE EXIST ON THE SITE AS SHOWN ON SHEET C2.1 OR WASTE AREA) , SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE j�,,C� `,MU 1� �,�(, I I . % I i 21% / PAVF_VFN1r-) CHARLOTTESVILLE, VA 22902 - P", -111 - __ � __ 1 12' N,I N � 11 I � ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL N -) - 21, - -) % 11 , I No Scale - 11 ­­ R� j '_1 1 434.295.1936 . I I . �V_F,2��'. �11'1 - I . 1 EROSION AND SEDIMENT CONTROL MEASURES AUTHORITY FOR REVIEW AND ACCEPTANCE. i . . . � ,_ � Zirt..0 Imo' 1 1 � I I I )l I I . Sediment Trap design ; . I : I ; , -� , ., UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT 11 ......... I.." 1.� - ­­­­­ I - I ... I-- 11 - ...... - 1. ­­ . Ir I I - .... 11 11 ...... I I �', �_, ci _1_1 -_ . I ) 11 - , . I'll --i-_ � .---- SENIOR CENTER DESIGN CONSULTANT � ­ ........ I ...... 11 - ­.­ ........... - ............................. . .... z� I 11 111- ...... � ................ 11 . CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT drainage area (acres� (<3) 1 . 0 --�,,�.��l-.�...,�'C-',)11-�Vt-,� DRAINAGF LIFESPAN DESIGN STUDIO, LLC / 111.1 ..... - I - rll--"`� .... I -1 F'U'L� NID I I 1 L ��, � . I IWUS_� E X [ �_ IND � . STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND trap v4dires: . % . I CRE$T OF STUNE MIR l'O SPrjIN/P:-'1IT 554 BAXTER ROAD I � I _'kwm1,F, ­­ .......... 4-1 11 � - ......... ­­­ .......... _1111 11 ..... 11 ........ -1 ..... O%GNM --- OF TI Pt:', AN�_, EGFS. - _'�, ... I ....... -11- ...... .................... - I ­ ---.11. volume(cy)� �-Ru,,,�,o . ',�_11�, r_ I I _ - - OPERATIO.,N _R.APPING, OEVI(;[ LOVELAND, OH 45140 SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED DISTURBER. (MODIFIED NOTE) evation (ft) ....... ,.. Pre.a..(.S.6 �*� ....... -.1 *­­_ K�Iv� . 1A). I � ­­ ... . I . A , ,- - TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING . 416 645 . 1 513A44.4877 . 11 ...... - 11 - : - . I PLAN 1 417: 1007 30.6. '�5T, I . BR, )RACE vq.F. , JURISDICTION. ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES I - -1 I I , , AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE I'll, ...... 1. � 1 418.� 1425 4616: LANDSCAPE ARCHITECT : . . ..... . . I .... � 419, 19do, 61.6. 11 PRAY DESIGN ASSOCIATES . '', STORMWATER RUNOFF CONSIDERATIONS DEVELOPMENT. I "... � -.1 I � - . I- ___ ___ - - -, -----I., mi�j_­­ --- ---­---____PO51I',/F IDRAMA(A' 1012WILDMEREPL , 4n M -I daz WE f S YORAOf, -- -- � ---- 4.1 WX \ 11 TO �iflDj'IVE�,�'T ­­­ 1.1-11 ..................... . _ .... - ........ I � ___1 ........... "I'll- .......... ­­ ....... :-11 . . \ (MIA'AWD) STORMWATER QUANTITY AND SOME QUALITY IS PROVIDED BY THE EXISTING POND ADJACENT TO . . I 1� ��,v \ C 1 2X 1 CHARLOTTESVILLE, VA 22901 1 � _R LOT \ �,"IANNI -- WAPi11N(� DEVICL � - � ­ ­­­ .................. ... "I'll ........... ­­ - ......... ­­ ._­ � � (WA�lu --- �, - - I "I ,� --11- .1 - j- -_,,--.,- � � - ------- --, -_ 1-1 - . "I ___­ -_ 1�1,�_ `�, -Izn .1--.- r, I " ­ � - / . , - - - - m5WI, - _._ , -, , �R 6,0 , " � � ... ... I ­­­ .......... ­ - - 11.11.1 ......... ­­ 111.1 ............ 11 I.., .... ". I � -1 '� , DEVICE. wet storage- I , ­�Ii W THE PROJECT SITE. THE REMAINDER OF THE QUALITY IS MET ONSITE. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING 1 217�41 CLEVI. V 434.242�7642 , � . I ,,�, �p " I " TRMWW��_ =�Ig_ , � I ........ 11 - ............. 11 .1 � , , ),ig \ � : � ...... : ............ "I'll ...... - ­­ 1�-E� KATE 111'11�--� 0w% Atpk�i3A,r. cl,A��; 1-. ��Ppjkp . I.. I ­­­ "I rl< �_ CIVIL ENGINEER STORMWATER RUNOFF CONSIDERATIONS wet storage required (cy) (67*DA')­. - I - 1 67�0. . � I 1­11-TFIR Cl_�(',_,Il / , . � . : . : . I . ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- bottom of stone weir (ft) . 423.8 1 TIMMONS GROUP � I . � . SECTION A --- A , - � ­­ 11.1. I - 111 ... I ... I � - 1- ... - I I I . 11 ....... I -111 - ..... I .11,111,111, .... �.., .... 11 - .... - I ..... � 11. I I .- .... � . I - . wet storage promded at this e�evatjon �Cy' 69 c11 . coarse aggregate Shall be VDOT #3, #357 of #5 608 PRESTON AVE, SUITE 200 VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO �. - I ... ­ ­­ I I I .11 .­ ­­ ­ . : . . slope of wet storage sides 3:01 � . I . CHARLOTTESVILLE, VA 22903 . � � - ­.. - ­­­ I I 1.11 - aflf�oc 434.327.1688 AFTER ALL RAIN EVENTS. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. -1111 1.1.11,11, ''I'll ......... .­ � � ­­ I-- - I I ­­­.- I 1---l.- - -1 ....... 11 ­­ 1-1 ''I'll.." .... - � - I I - I I � - ­­­­ - - , ­­­­ ........ I.." A iiiiii1aujni. watei tap of I ftich 11111s(be [Ljst<&(l witha iiiiwintiiii I �ich b, 1, I . I weirlength (ft (6xDA) � 6.0. . ) � I .. ........... . .. .... - ­ - ... I ............. I I ­­ ..................... I - - a . * * I S11140A valve slrppt�iaga Wash hose with a dianietel, of 1. 5, indie's for ade(Im te dry storage- . bottom of trap elevation (ft) . I ............. 111.11.1 ............ 42.2 ... 1-1.1--- ....... I ..... I C0118 I N ............. 1. - - ... ­­­­ ......... I ..... � ............... � .............. - ­ .......... ".. I ­­­ .... : I ..... .. . t-,Illtpressllft�� ViIsIlwatei'taustbe cinied iiwayfi-oiji (tie euk,wice toall I I STRUCTURAL PRACTICES:. STANDARDS: dry storage required (cy) (67*DA) 67.0; bottom trap dimensions: . 1 40*15,; STRUCTURAL ENGINEER � ... 1.1-1 11-1 111.11 ............. 11.11 .- .... 11 ....... 11 - I I - ........... 1 -.-.4--- .... : ............. 11 -1 ....... I-- ... - ............... * � - ........ � .... -11- i -etfLitic,area to rejjjo`.:e_qedhnetit. -iVU sedftiientsliall be prevented fiont DMWPV . I . TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE crest of stone weir 25.0. top of dam elevation m . 11 426: , pprovt�ds Z, I . I I . - ......... I I .... I ... - � � ..... I-- ..... � � - ........... I-- � � � ...... ­­­. 1; ­­­­ ... I ..... .11:-- -11.111 ............ � ................ ......... I - - ...... I ......... . - .......... 1.11, elltei�il�,_, stoilli drimis, ditche�,, or wateix�ourses, I 1 0 THIRD STREET NE . SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE dry storage pro%A'ded at this.efeliation f,cy: 70.0. top. width of dam, (ft) 11 : 4 - . � dam I � - ..... 1.111,11, , -111 11 - ... 111.1 .11,1111, 1-1-11 I - 111 .. .... .... ­­­ .- I - . . I . I : I CHARLOTTESVILLE, VA 22902 THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: [01 0 IIIIIIIIIIII slope of dnj storage sides 1 3:01. top trap dimensions . 65*40� 434293.5171 THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR Ej:10 9 . - MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS Ws a SEDIMENT TMP 2 NOS".'A; E RUNOFF. WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 9 MEP ENGINEER 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED UL11 ]I No No Scale STAENGL ENGINEERING DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 1159 CROZET AVENUE, SUITE A SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT 14 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE 11 11 .. .... 0 CROZET, VA 22932 1, I ��_ , � �� �.' � FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. I I 11 ,.. , 7 _." i , �­ 434.295.8105 _ .. , LEFT DORMANT FOR MORE THAN ONE YEAR. � , ­,_. .","'I",�,"..­ ­:, '11- �­L;.�._ I t� LA Lj I � .1�,.:.,�.".;,.�����.",:",�.... ''.:,-,:: �..�::. , t':�:11�%���.:. � , 3, STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL . . ''; , I .. ',.:_,-, _�,:: �..- � ..­; , ­ I- � - - , - . , ... OWNERS REPRESENTATIVE _; _'�� , :z.- - - , _!:-_'.::-_,dJ I . ­ � I � -.�,, '� ,' , . - ... ,�,-�..,��,�...�,�7 1.1­1..­:�­,�­: __ - , � ... - I .1 : �,:;". �­ - - 11 f::1 L-1 Li P 1 - ,': �, �:, �:,�� �.' %.,%": _ ALL DRAINAGE STRUCTURES As INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT , -_ � , ��*. .. .. 11 � 11 � - - I -1.1 I :­ _ MATTHEWS DEVELOPMENT COMPANY BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS 11 - -1 ­ - - S (�D 434.972.7764 SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL 1-1 El 1:1 El I STABILIZATION. SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY - 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF TRANSPORTED FROM THE PROJECT SITE, STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION STONE CONSTRUCTION ENTRANCE . A SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED MS -3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT PERSPECTIVE VIEW FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, No Scale - SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST I �.""W00-kk, - 0 - - V - - -'i �,4 V �,,, ,-, , �0,p 0 1-1 �111__-_,-_ ­_ ! � - -� PJ­I�t Mi , SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. 1-1 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO , .��A - ! J,_ ) ,,, o, CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, N � � W- " � A 1, -- m � 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. �11��'- �7 f�-_!�� - � � - � GREATER THAN 6 O CENTER. EVERY NINTH POST SHALL I - �-`, , / " , �ky RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" � ,� . -.1 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE If MS -4, SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES :�, � 1; ­_ CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE i � ALONG THE LINE OF STAKES. 11 I,- 1 - � - - I � " , -%_ " STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY 0 �_�'. I FENCE AS A TREE PROTECTION FENCE. " ;V & ,; I � "A"r I'll .11 .... 1. 61 1 , "i *R, I'll 11.1 . .. .. I o- I . .. "� '� - -C 7A - 6. MAINTENANCE OF SEDIMENT TRAP -INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS LAND . I I.' �� �_ _� 1* (�) cRivvi_'G w J. X�l D, , R S KT � LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE 0 " .1 �� ic:L - , STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. 7.� i ::-,-- I',- ': �� -�To 0,, 02 ., 6 ­'rAet) - ­ No 11 - I- - , DISTURBANCE TAKES PLACE. S.Rid - --- I - 5 - Lin T 2048507 �� .. I , � ,,, r" (:�D -- - � - I �_,�;zl_ �z I � % -,� ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE 1-:1 _,.-... 1: � I %fz.. , �S'WITH �: �',�, - 8 � - 16 -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, I _ , I -� 1111 <, MS "I i�,:­'! �1_ ,V - ..­:�_`, �"' � _� �qr �-p I .1 / 1 - , I -, �,�n��': '. . .. -, 1.� i I __1 - . _�, r� �. ��­­�­ , ___ SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. � " :­�­��:,.�. ­7��­.�:,�t. ".,.­ 11 � r j A�- �F� - 1.,7�_ ­_ ­. ''.. 11 TREE PROTECTION ,,- Al `;� Klz�l g? PROPERLY DISPOSED OF. - ./ �, , - -,,, - ,5"� _�, ' MS -6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL FLOW 4" 1%, , '_ - 1, 1�,,� :i� Ai'14-2 11 - . ra 7. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR ; No Scale III, � 7(_VAA k'�- DRAINAGE AREA TO BE SERVED BY THE TRAP. �, FABRIC I , , �Z - -4 �j ;111 , ii;,��O STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS "I 110, I LINE POST D 4. BACKFILL AND COMPACT THE - I :;1 3. STAPLE FILTER MATERIAL TO STAKES AN CONVENTIONAL P.. GROUND LINE �"! iiii __4 10 EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. I FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS 6- METAL (T) OR -1 ­ MAX. ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. (U) POSTS *' GRAVEL CURB INLET SEDIMENT FILTER LESS THAN THREE ACRES. 5' MIN. MAX. � BRACING _� CONCRETE FOOTING ----, ________- 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL ____ �__�� _____ TO SURFACE AND AIR MOVEMENT. MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE PERSPECTIVE VIEW PERSPECTIVE VIEW ,_ :�,__ - ­ PLASTIC FENCE METAL FENCE - - - 1= �-A,;-. YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE ------ - Ill I 1111 �',�.,.'�. co VEGETATIVE PRACTICES: STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. (�� (�D - - . . LLJ -.`. 0 FLOW .1 j-. Z"""'i M 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE I . , N MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS SAFETY FENCE Lu = ,1�1111-. N GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE _:�,__ Ill �� I , '1�11,�. < LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR No Scale . SHEET FLOW INSTALLATION = LAJ 15.-'�511.` z SLOPE DRAIN STRUCTURE. � il= . ,�Z,'�', FD 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER �, (PERSPECTIVE VIEW) 3' "..", 0-1 �, I--, 5; THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION PROTECTION SHALL BE PROVIDED. r FLOW MAX. LU IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS, SELECTION OF THE SEED MIXTURE MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO ,-"� /"/ A A _j TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. - r A =� B > SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM POSTS. € . ........ -I /--;&\\\\\\ U) 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 6' 1 * 12" - - LU _ � WA X : GRAVEL FILTER VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE - _��_ ___ WIRE MESH I 0 - RUNOFF WATER , , OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR I I -_ --- __1 - , I, - -, cr_ AND ENHANCE NATURAL BEAUTY. "�___ FILTERED WATER < �__ 1� � --- � - 1111 I I- - . � -,, - ­. .: �-- . .. = PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL I ; - *-�:-:. . .. _., .. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR --III= - - .. _�,..,.z '... " c''' .. .. SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS __11 11 I - _� 11 - - ��, � - - .,.,. '. 0 - /I -111 . TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED AND RECEIVING CHANNEL. I= �_1111111=-- . . - _.. � - - . . . . If, POINTS A SHOULD BE HIGHER THAN POINT B. - MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO -1 z" - f- - . .1 .I. DRAINAGIEWAY INSTALLATION I -111 r- - I ''I- .., ..­,.: 1. , - TURF. FL W __�_ .� . .11 ­ I .. _111=11 - - . -_ =III =III-' .... , Jc�­ MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK tu��l I I- . 1;�n = S (FRONT ELEVATION) (�� AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE - W11 1� I q! �_.,�,_.­.A- -1,,:--..: = � "I I .1 :: ..... . .... . - I IT 4" . ..0 . . .4.�-. MANAGEMENT STRATEGIES MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. 11111 ....,.*. - A - .v , . . � SILT FENCE (W/O WIRE SUPPORT) 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE SEDIMENT '. . 1. .. - 1� . .. � .- . . IMMEDIATELY FOLLOWING INSTALLATION. COVER MATERIALS. THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. CONCRETE-_ . ISSUE DATE 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN THE TRENCH. GUTTER 12" \_ CURB INLET TABLE 3.32-D 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN 'TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING sonIR, SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA DID SET 2/2118 ORDER TO MINIMIZE PERIMETER CONTROLS. CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. - _._1 __ * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE - [ _� - '_ -1 _�_ �� ��. - TOTAL LBS. PER ACRE ,". W MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN I'- ��__ I ,- _'� NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. :;97- III 1 , - !,N7��,!�, - � , 4. 4- .4� � I ,OR CROSSING LIVE WATERCOURSES SHALL BE MET. - I - , SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT MINIMUM CARE LAWN COUNTY SP 4123/18 :I,--- - - - ;'�,, �. ;_ I- -_ - --I w-1 I - - . MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER - - , �'.., I I _-III! CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE 13 NOT LIKELY TO COMMERCIAL OR RESIDENTIAL 175-200 LBS. - I 1_� -III_ - - CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND PERMANENT STABILIZATION WORK IN THE WATERCOURSE IS COMPLETED. - 111-111-- FLO =1 e (E�) KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT I -11 I� ,-- -111-111=11 UNPROTECTED AREAS. - IMPROVED PERENNIAL RYEGRASS 0-5% COUNTY SP 7/17/18 ALL NON MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE 111 11111- 1=1 I 1=1 I I=` I SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: - = ­ -Ill- STORMWATER INLET PROTECTION KENTUCKY BLUEGRASS 0-5% - "- WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. � No Scale REV 8113/18 "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. . GENERAL SLOPE (3:11 OR LESS) ' FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE C, EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH FILTER FABRIC 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH KENTUCKY 31 FESCUE 128 LBS. REV2 9/21/18 SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER FRAME GRATE RED TOP GRASS 2 LBS. ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. --T1 i- - -_-_--_t- - - __ SEASONAL NURSE CROP * 20 LBS. APPLIED PRIOR TO MULCHING. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN I-111-1 I- ___WIRE -j I - I - FRAME 150 LBS. REV 3 11/13/18 111-111 -Ill 11-111-111- �k_�,, -111 - 111-- 1.5 � . ___� LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) SEQUENCE OF INSTALLATION ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. (iiI . -111-111-111-' (�HD MAX. - I--- - <__ ( � KENTUCKY 31 FESCUE 108 LBS. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE . - - _,_� - - PHASE I (SEE SHEET C3.01 -C3.05) REGULATIONS, I SILT FENCE (WITH WIRE SUPPORT) � 1_� - - :7-,------/ RED TOP GRASS 2 LBS. 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ­ Scale __ - MIN SEASONAL NURSE CROP * 20 LBS. - CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY MS -17, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, - ___ ___ 11 __1___, MIN. � - __ I - CROWNVETCH ** 20 LBS. OFFICE BUILDING. PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR _______�:� -GATHER 150 LBS. -_ 2. INSTALL PERIMETER MEASURES, AND INLET PROTECTION ALONG BELVEDERE BOULEVARD, TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED TABLE 3.311-13 ------� - ____11 EXCESS AT 3. GRADE SEDIMENT TRAP AND INSTALL DIVERSION DIKES. OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS U U-1 CORNERS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR "QUICK REFERENCE FOR ALL REGIONS" AS STATED BELOW: BEGIN. SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET PERSPECTIVE VIEWS FEBRUARY 16TH THROUGH APRIL. ................................ ANNUAL RYE 5. ROUGH GRADE PROJECT AREA. WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PLANTING DATES SPECIES RATE (LBS./ACRE) STAKE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. - PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE EROSION AND I LAND -DISTURBING ACTIVITIES. SEPT. 1 -FEB. 15 50/50 MIX OF FABRIC 1�� NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE SEDIMENT PHASE II (SEE SHEET 03.06-03.10) MS -18- ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ANNUAL RYEGRASS I - 1, 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES (LOLIUM MULTI-FLORUM) I ii " VIII Ll MIN. ** SUBSTITUTE SERICEA LESPIEDEZA FOR CROWNVETCH EAST OF CONTROL NOTES SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM & 50-100 Willi I 1, 11 FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL & DETAILS gs OPERATIONAL. AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE CEREAL (WINTER) RYE - .1 '_ - _Y' V OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU I �'A A& 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT (SECALE CEREALS) __� F-1 VJ711 OF CROWNVIETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED 11/13/18 WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. FURTHER EROSION AND SEDIMENTATION. DETAIL A MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE 3. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 ELEVATION OF STAKE AND FABRIC ORIENTATION ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN (LOLIUM MULTI-FLORUM) SPECIFIC APPLICATION SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. OF THE E&S INSPECTOR. VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAPS HAS BEEN STABILIZE AND APPROVED BY FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND MAY 1 - AUG. 31 GERMAN MILLET 50 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE %, - : :� 1,,_:,,�_1z2n _ LynL1 o- f::1,1 i A ESC INSPECTOR REMOVE, REMOVE THE SEDIMENT TRAPS AND COMPLETE ANY FINAL GRADING CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 (SETARIA ITALICA) THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE C&O OR HARDSCAPE. MINIMUM STANDARDS.TYPICAL. THE METHOD APPLY 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL 8 (H) a CONCENTRATED FLOWS,SHALL SUCH AST IN STREETTO ORINLETS (MEDIANS. MEDIANS. (3.07-1 8 (3.32 . GRADE IS ACHIEVED. i 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, TEMPORARY SEEDING PLANT MATERIALS STORM DRAIN INLET PROTECTION PERMANENT SEEDING MIX FOR PIEDMONT AREA P'T" I Scale EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. I Ne , I COUNTY SP 7/17/18 REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 � (2)22.5- BENDS `�--- -.~-_ - LAYOUT & UTILITY PLAN PHASE I 11/13/18 SCALE 1"=30' 0 30' OO' . ...... ... ..... ... xd. . ...... .... ......... .... . ..... .......... . ....... ... .. .. ... .... . ...... . ...... .. v me. ...... .... LAYOUT & UTILITY PLAN PHASE 11 11/13/18 . .............. EMERGENCY VEHICLE TURN AROUND CONCRETE SIDEWALK ........... HEAVY DUTY CONCRETE r7777777777771 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT r77--7-77-1 ASPHALT TO BE MILLED & OVERLAID WITH ASPHALT CLASS B TRAIL GRAVEL ROAD ....... ...... ........ . . . ........ 46 LAYOUT & UTILITY PLAN PHASE 11 11/13/18 LEGEND: EMERGENCY VEHICLE TURN AROUND CONCRETE SIDEWALK HEAVY DUTY CONCRETE r7777777777771 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT r77--7-77-1 ASPHALT TO BE MILLED & OVERLAID WITH ASPHALT CLASS B TRAIL GRAVEL ROAD LAYOUT & UTILITY PLAN PHASE 11 11/13/18 .......... .. .... ... ....... . ....... v . . . . . . . . .. . ....... .......... . ........ . . ............ ..... ...... . .... ... .. C5zO .... . ...... ...... ....... .......... ........ ......... .. .. ...... .... ............ . . ... ..... ....... . .... . .. .... > o 12" HDPE , 4sQl � @ 2.50 /° O F - � L 70 r LO O Q .- O ® U) r C) rri O c0 ' 0') _ Orn %(0 � ti L'rO'^^ v ®o M co CD �� m C+1 N Na'i0 O el m00 - + F- 00 + tiN C'4 C) O r Q Z z STA 10+05.00 ��> �®» > r V) F ® m F- z z z 445 2�``�'r_zz_ O 445 °' �n EXIST. JIN430.87(135)4� r GRADE �<Le-» > JT 430.88 (133A) T'c�i�az - �®z z Z- //� GRADE 161- 430 12r, NO �F @ 2.50% 425 9+50 10+00 11+00 11+50 STR162 - STR106A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 435 135' Qu --I 5.00' OF �"'y OP L tCf 12" HDPE , 4sQl � @ 2.50 /° �t 1Op COUNTY SP � L _ � m T 445 0 CY) 9/21/18 REV 3 11/13/18 v L'rO'^^ v co C: `✓ r +`P �/ Q 134: 6 " Cleanout `� co M `�' `U `° o 0 Cj STA 10+05.00 + L) N ® N N TOP 436.10 TOP 435.91 co -'`1-z_ ® 2�``�'r_zz_ O 440LOVELAND, °' �n OH 45140 JIN430.87(135)4� r > > �<Le-» > JT 430.88 (133A) T'c�i�az z �®z z Z- 440 n WW IY C1 r - _ 00 U L .� N CO _� - ^_ O_ INV IN 430.73 (161) T 435 135' Qu --I 5.00' OF �"'y OP _f31,3 12" HDPE , 4sQl � @ 2.50 /° �t 1Op COUNTY SP 4/23/18 I ° MR 410 405 mg 9+50 RETAINING WALLS i STA 11 +76.81 TOP 424.12 INV IN 416.49 (131 B) PROP. INV IN 420.83 (141) GRADE INV OUT 411.52 (131A) 131B--- EXIST. 1 85.13' C F b GRADE ' 420 12" HDPE @ 415 STA 12+06.01 TOP 412.08 EXIST. 8" DIP INV IN 408.26 (131A,) SAN SEWER "` INV OUT 402.15 (13 1) PROM E VDOT 410 p ? 130: EW -1 for 12" Pipe STA 12+34.17 405 TOP 400.19 INV IN 399.00 (1 1) 1 � 400 �rA0T 10+00 11+00 12+00 BUILDING - STR130 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 9+50 10+00 11+00 12+00 STR1 74-STR100A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 13+00 9+50 10+00 11+00, STR108 - EX D-9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ^LO M r 13+00 13+50 9+50 10+00 11+00 PIPE 143 - STR132 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 DATE DD SET BUSHMAN DREYFUS ARCHITECTS, PC COUNTY SP 4/23/18 I 820-B EAST HIGH STREET 445 106.0: 18" Basin -Solid op- REV 2 9/21/18 REV 3 11/13/18 z co STA 10+62.29 z z om =0Ei SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC TOP 435.91 L 554 BAXTER ROAD 440LOVELAND, °' �n OH 45140 _ U r c i INV IN 429.88 (107A) U L r " .� ^ O r u; �- �, N D N n WW IY C1 r - _ 00 U L .� N CO _� - ^_ O_ INV IN 430.73 (161) (� Lo o o r (D Lo �, rn °' "' rn "' r N'�"tov�ornLO1"-q CN C:) r c0 (T U) 0) CD CN r`7 �- U `- = M Nor 4 V r m INV OUT 429.63 (107) c �no co o C° N o r. 000 rn O N Ltd _ to o r ornco O 124:8"Basin-Square Grate c m00 M m~ C140) N co ti c0 f- LOcoo rn o N ®�O»>>o��»> Z Z z z G° O o r Lo 00 1-- 90 "T _ m m r " STA 10+25.55 C0 r C3. d- r LL) CO °0 _' n 108: 12 Basin -Circular Grate CN 0 2 r d z z_ z_ O CD r� 0 TOP 436.29 N r d- z 0 2- d z_ z_ z_ p STA 10+00.00 cv`t�> r F- O �r`L[L > o F- O � N Q > F- O INV IN (125) NQ0- F- O > 4Qa»> > O F- O TOP 434.50 r��z r�Fz z z z r U1F-z INV OUT 431.71 (123) CO F- z r CO F- z z z INV OUT 430.55 (107A) 445 MEP ENGINEER 445 EXIST. 445 STAENGL ENGINEERING 445 450 CROZET, VA 22932 GRADE 434.295.8105 EXIST. REPRESENTATIVE 420OWNER'S - MATTHEWS DEVELOPMENT COMPANY GRADE 434.972.7764 PROP. `GRADE € i 440 4401 440 € 440 445 131B--- EXIST. 1 85.13' C F b GRADE ' 420 12" HDPE @ 415 STA 12+06.01 TOP 412.08 EXIST. 8" DIP INV IN 408.26 (131A,) SAN SEWER "` INV OUT 402.15 (13 1) PROM E VDOT 410 p ? 130: EW -1 for 12" Pipe STA 12+34.17 405 TOP 400.19 INV IN 399.00 (1 1) 1 � 400 �rA0T 10+00 11+00 12+00 BUILDING - STR130 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 9+50 10+00 11+00 12+00 STR1 74-STR100A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 13+00 9+50 10+00 11+00, STR108 - EX D-9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ^LO M r 13+00 13+50 9+50 10+00 11+00 PIPE 143 - STR132 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 DATE DD SET BUSHMAN DREYFUS ARCHITECTS, PC COUNTY SP 4/23/18 I 820-B EAST HIGH STREET 445 w REV 2 9/21/18 REV 3 11/13/18 z 434.295.1936 z z om =0Ei SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC L 554 BAXTER ROAD 440LOVELAND, F-- = Q OH 45140 _ U LO O .-..� -. O Z _o _ r UJ co v Q r U ® N o N �" n WW IY C1 r - _ 00 EX D-9: DI -3B 10 ft Throat sr 00 _ cn 'n r" °' LO Cq N °' o` LO orno Lo o o r (D Lo �, rn °' "' rn "' r N'�"tov�ornLO1"-q STA 13+63.00 �' o �® - CD CN r`7 �- � . LO NNN _ +O {(Y) � d �t +4comN I-�+LONN F- O (N d d D � C� M � `t ZD m- TOP 442.88 434.242.7642 r �z`D �rd"_z z_z_� cor'qzzz0 -rt INV IN 424.94(101) CONTRACTOR SHALL FIELD �oQ�> ©Z moo-»> O �Z ®�O»>>o��»> Z Z z z INV IN419.53(EXPIPE(D-10)) i �y z O� r z cn F-. _ _ Z Z Z r- to f - _ _ _ _ r C)F-Z C) Z INV IN 419.28 (EX PIPE (D -4B}) x o CHARLOTTESVILLE, VA 22903 450 5 430 EXIST. STRUCTURAL ENGINEER GRADE,---i DMWPV ARCHITECT 131B--- EXIST. 1 85.13' C F b GRADE ' 420 12" HDPE @ 415 STA 12+06.01 TOP 412.08 EXIST. 8" DIP INV IN 408.26 (131A,) SAN SEWER "` INV OUT 402.15 (13 1) PROM E VDOT 410 p ? 130: EW -1 for 12" Pipe STA 12+34.17 405 TOP 400.19 INV IN 399.00 (1 1) 1 � 400 �rA0T 10+00 11+00 12+00 BUILDING - STR130 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 9+50 10+00 11+00 12+00 STR1 74-STR100A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 13+00 9+50 10+00 11+00, STR108 - EX D-9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ^LO M r 13+00 13+50 9+50 10+00 11+00 PIPE 143 - STR132 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 0 50 PROFILE SCALE 12+00 9+50 10+00 11+00 NOTE: 12+00 PIPE 153 - STR132 1. 95% COMPACTION IN FILL AREAS 2. CONTRACTOR SHALL VERIFY LOCATION AND HORIZ SCALE: 1"=50' DEPTHS OF EXISTING UTILITIES PRIOR TO VERT SCALE: 1"=5 CONSTRUCTION 3. INLET SHAPING TO BE PROVIDED ON ALL CONCRETE STRUCTURES 4. PROVIDED 2' STEEL PLATE ON ALL MANHOLES WITH A DROP GREATER THAN 4' -ME DATE DD SET BUSHMAN DREYFUS ARCHITECTS, PC COUNTY SP 4/23/18 I 820-B EAST HIGH STREET 445 8/13/18 REV 2 9/21/18 REV 3 11/13/18 CHARLOTTESVILLE, VA 22902 434.295.1936 SENIOR CENTER DESIGN CONSULTANT LIFESPAN DESIGN STUDIO, LLC 554 BAXTER ROAD 440LOVELAND, OH 45140 513.444.4877 LANDSCAPE ARCHITECT PRAY DESIGN ASSOCIATES 1012 WILDMERE PL CHARLOTTESVILLE, VA 22901 435 434.242.7642 CIVIL ENGINEER CONTRACTOR SHALL FIELD TIMMONS GROUP VERIFY DEPTH OF EXISTING 608 PRESTON AVE, SUITE 200 UNDERGROUND UTILITIES. CHARLOTTESVILLE, VA 22903 434.327A 688 430 STRUCTURAL ENGINEER DMWPV 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 425 MEP ENGINEER STAENGL ENGINEERING 1159 CROZET AVENUE, SUITE A CROZET, VA 22932 434.295.8105 REPRESENTATIVE 420OWNER'S - MATTHEWS DEVELOPMENT COMPANY 434.972.7764 14+00 0 50 PROFILE SCALE 12+00 9+50 10+00 11+00 NOTE: 12+00 PIPE 153 - STR132 1. 95% COMPACTION IN FILL AREAS 2. CONTRACTOR SHALL VERIFY LOCATION AND HORIZ SCALE: 1"=50' DEPTHS OF EXISTING UTILITIES PRIOR TO VERT SCALE: 1"=5 CONSTRUCTION 3. INLET SHAPING TO BE PROVIDED ON ALL CONCRETE STRUCTURES 4. PROVIDED 2' STEEL PLATE ON ALL MANHOLES WITH A DROP GREATER THAN 4' -ME ISSUIE DATE DD SET 2/2/18 COUNTY SP 4/23/18 I d REV 1 8/13/18 REV 2 9/21/18 REV 3 11/13/18 ISSUIE 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 REV 3 11/13/18 C71111110