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HomeMy WebLinkAboutSDP201700063 Plan - Approved Initial Site Plan 2017-12-29THE CENTER AT BELVEDERE INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SHEET INDEX: DRAWING NO. SHEET NO. TITLE C-100 1 OF 13 COVER SHEET C-101 2 OF 13 PROFFERS C-102 3 OF 13 GENERAL NOTES, ABBREVIATIONS AND LEGEND C-103 4 OF 13 EARTHWORK SPECIFICATIONS C-104 5 OF 13 EXISTING SITE CONDITIONS AND DEMOLITION PLAN C-105 6 OF 13 SITE LAYOUT PLAN - PHASE 1 C-106 7 OF 13 GRADING & DRAINAGE; PLAN - PHASE 1 C-107 8 OF 13 SITE LAYOUT & GRADIIING PLAN - PHASE 2 C-108 9 OF 13 STANDARD DETAILS C-109 10 OF 13 UTILITY DETAILS C-110 11 OF 13 NEW RIGHT OF WAY AND ENTRANCE SIGHT DISTANCES C-L100 12 OF 13 LANDSCAPING PLAN C-L101 13 OF 13 LANDSCAPING DETAILS & NOTES PARKING TABULATIONS: TOTAL PARKING REQUIRED: (69,200 PHASE 1 SQ FT/1,000) X 3.2 = 222 SPACES PARKING REQUIRED: (51,200 SQ FT/1,000) X 3.2 = 164 SPACES PARKING PROVIDED IN LOT: 190 SPACES (INCLUDING 8 HC SPACES) PARKING PUBLIC ABUTTING LOT (ON BLVD) PARKING 22 ON BLVD: TOTAL PARKING IN SITE PLAN: 41 SPACES 253 SPACES (PHASE 1) PHASE 2 PARKING REQUIRED: (69,000 SQ FT/1,000) X 3.2 = 222 SPACES PARKING PROVIDED IN LOT: 210 SPACES (INCLUDING 8 HC SPACES) PARKING PUBLIC PARKING ABUTTING LOT (ON BLVD) ON 22 BLVD: TOTAL PARKING IN SITE PLAN: AREA TABULATIONS: 41 SPACES 273 SPACES (PHASE 1 AND 2) PHASE 1 AREA OF ROADS/CIRCULATION 1.76 ACRES 31.3% AREA OF BUILDINGS 0.64 ACRES 11.4% AREA OF AREA OF SIDEWALKS OPEN 0.49 ACRES 8.7% SPACE TOTAL AREA 2.73 ACRES 5.62 ACRES 48.6% 100% AREA OF RECREATIONAL USES = 29,571.69 SF (0.68 AC) IMPERVIOUS AREA = 2.89 ACRES % IMPERVIOUS = 51.4% (2.89 AC/5.62 AC) PHASE 2 AREA OF ROADS/CIRCULATION 1.97 ACRES 35.1 % AREA OF BUILDINGS 0.90 ACRES 16.0% AREA OF SIDEWALKS 0.52 ACRES 9.3% TOTAL AREA 5.62 ACRES 100% AREA OF RECREATIONAL USES = 20,420.97 SF (0.47 AC) IMPERVIOUS AREA = 3.39 ACRES % IMPERVIOUS = 60.3% (3.39 AC/5.62 AC) NOTES: 1) PARKING CALCULATION OF 3.2/1,000 SQ FT BASED ON ITE STANDARD FOR RECREATIONAL COMMUNITY CENTER IN PARKING GENERATION, 4TH EDITION (LAND USE 495). 2) 69,200 SQ FT IS PHASE 2 BUILDOUT. N CARRSBROOK WESTMMORELANDS NORTHFIELDS �4 Ix O O BELVEDERE DRIVE y�v OFt. WAKEFIELD FREE STATE ROAD BELVEDBLVD. ERE BELVEDERE BLVD. - SITE D UNLORA 064 DUNLORA DRIVE RIVER � RUN 0 S Np PEN PARK VICINITY MAP SCALE: 1 "=2000' NOTES: 1. SOLID WASTE WILL BE COLLECTED IN DUMPSTER WITH SCREENING AND PICKED UP BY PRIVATE SERVICE. AREA WILL BE DESIGNATED WITH FINAL SITE PLAN. 2. THE IMPERVIOUS SITE COVERAGE IS LESS THAN 80% THEREFORE, IN ACCORDANCE WITH SECTION 32.7.9.1 OF THE ALBEMARLE COUNTY CODE A LANDSCAPE PLAN IS NOT REQUIRED FOR INITIAL PLAN APPROVAL. A LANDSCAPE PLAN IS PROVIDED TO DEMONSTRATE GENERAL CONFORMANCE WITH ALBEMARLE COUNTY CODE. A FULL LANDSCAPE PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN. 3. PARCEL TMP 61-154 CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 4. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY NUMBER 51006, PANEL 0279D, WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 5. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 6. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 7. HORIZONTAL DATUM: NAD-83 8. VERTICAL DATUM: NAVD 88 9. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 10. THIS PLAN IS TO BE USED FOR SITE -GRADING PURPOSES OUTSIDE THE BOUNDARY OF THE BUILDINGS. 11. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 12. ADDITIONAL LIGHTING WILL BE SHOWN ON THE FINAL SITE PLAN. 13. ALL PROPOSED DESIGN IN THIS SITE PLAN IS SUBJECT TO FINAL ENGINEERING AND GRADING. 14. STORMWATER QUANTITY AND QUALITY FOR THE PROPOSED IMPROVEMENTS WILL BE PROVIDED BY THE EXISTING STORMWATER MANAGEMENT FACILITY SHOWN ON THESE PLANS. ADDITIONAL STORMWATER QUALITY REQUIRED BEYOND THAT PROVIDED BY THE EXISTING STORMWATER MANAGEMENT FACILITY WILL BE ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS THROUGH THE NONPOINT SOURCE NUTRIENT TRADING PROGRAM. SITE DATA: e Y U n E W o U U W = N L Q Q U) > � ❑ fn W �LL 2 J W U > _ cc: = fn ❑ W Cf) W LO = m N ❑ N = � M co U 't OWNER.ZAPPLICANT: SENIOR CENTER INCORPORATED 1180 PEPSI PLACE ' CHA.RLOTTESVI LLE, VA 22901 PO Box 4119 3040 Avemore Square Pl. (434) 974-7756 Lynchburg, VA24502 Charlottesville, VA22911 Phone: 434.316.6080 Phone: 434.984.2700 ATTN: PETER THOMPSON wsvw.wwassociates.[let EMAIL: PETEROSENIORCENTER INC.ORG ENGINEER: WW ASSOCIATES, INC ATTN: HERBERT F. WHITE III, PE 3040 AVEMORE SQUARE PLACE C HAR LOTTESVI LLE, VIRGINIA 22911 TELEPHONE: (434) 984-2700 FAX: (434) 978-1444 SOURCE OF SURVEY: ALTA/ACSM LAND TITLE SURVEY WW ASSOCIATES, INC. JUNE 6, 2007 SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY: VIRGINIA RESOURCE MAPPING APRIL 2005 SUPPLEMENTAL SURVEY: WW ASSOCIATES, MAY 2, 2017 SOURCE OF WETLAND SURVEY: WILLIAMSBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIO AGRICULTURAL FOREST DISTRICT: N/A TH 0 v 1 WATER SUPPLY PROTECTION AREA: N/A � ~ WATER RESOURCE AREA: DEV"►�JPMENT AREA - NEIGHBORHOOD WATERSHED: UPPER RIVANNA RIVER PARCEL INFORMATION: TAX MAP 61-154 SENIOR CENTER INCORPORATED D.B. 4147.P. 128 5.9`1 ,ACRES (PER ALBEMARLE COUNTY RECORDS) 5.7:5 ACRES (AFTER TMP 61-154E OFF CONVEYANCE) 5.62 ACRES (APPROXIMATE ACREAGE AFTER NEW VDOT RIGHT OF WAY DEDICATION) EXISTING USE: VACANT PROPOSED USE: SENIOR CENTER COMP. PLAN LAND USE DESIGNATION: MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICTS: AIRPORT IMPACT AREA - AA STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED ZMA'S RELATED TO PROFFERS: ZMA 2004-00007 (REVISED JULY 22, 2014) BLOCK 1 BUILDING SETBACKS PER ZMA« FRONT - 5.0' SIDE - 5.0' REAR - 1.0' MAXIMUM NUMBER OF EMPLOYEES: 20 MAXIMUM STRUCTURE HEIGHT: 50' BUILDING COMMERCIAL DATA: SPACE USE SQUARE PHASE 1 AUDITORIUM ,FOOTAGE 5,900 PHASE 1 CAFE 900 PHASE 1 CLASSROOMS 7,000 PHASE 1 HEALTH CLINIC 4,000 PHASE 1 OFFICES 10,800 PHASE 1 PUBLIC SPACE 10,600 47,200 GSF PHASE 1 FITNESS ••• •0• GSF PHASE 1 GSF 47,200 4,000 51,200 PHASE 2 GSF 18,000 69,200 GSF TOTAL .:]:�,4 ia.1 S41 e- -V( tarn Submittal Type Reviewed and Approved by the Communit2De fo_pm t© Z - ent Date 1� rt File#5,1. _ 6 ip r a-ira re o �• t-� ti L Issue Name REV, 1 cf) 0 rn N N z J W r_ 0 Q U Date 12/13/17 Cover Sheet 11/02/17 Orig ual Proffer: 10/3212005 Amcoded Proffer; (Amendment # PROFFER FORM Date of Proffer Signature 10/10/2005 21v1A # 2004-00007 Tax Map 61, Parcels 154,157,158,160,161 Tax Map 62, Parcels 2A,2B,2C,3,5, 6A Tax Map 62A3, Parcel 1 206.682 Acres to be rezoned from RR-4 to Neighborhood Model Distdak 1D) tijlith respect to the property described in rezoning application #ZMA.-9004-00007 (the "ZMA"), Belvedere Station Land Trust is the fee simple owner of the following parcels: • r.1MIP 61-00-00-154 • TMP 61-00-00-I58 • TMP 61-00-00-160 TIVIP 61-00-00-16' 1 • TM? 62-00-00-5 TRIP 62-00-00-2C • TMP 62-00-00-6A TMT 62:A3-00-00-1 Belvedere Station Land Trust is the fee simple owner of a'/2 interest, along with Charlotte G. t Mf: and Jacob C. Levenson in a 5.40 acre Belvedere Road ROW associated with TMP 62-00- 00-2A, which is wholly awned in fee simple by Charlotte G, and Jacob C. Levenson - Dunlora LLC is the fee simple owner of the following parcel: TIVM Robert Hauser Homes Inc. is the fee simple owner of the following parcel: • TNT' 62-00-00-2B StorioHaus Inc, and Henry Nelson Sprouse are the fee simple owners of tho following parcel • TAU] 62-00-00•-3 The foregoing parties are collectively referred to herein as the "'Owner,', which terra shall include, any successors in interest, All of the parcels listed above are referred to collectively as the "Property," Purse ...ant to Section 33,3 of -the Albemarle County Zoning Ordinance (the "Ordinance"), Owner hereby voluntary proffers the conditions listed in this Proffer Statement whn ,c h shall be applied to the Property if tlae ZN1 is approved by Albemarle County. These conditions are proffered as part of the ZMA and it is agreed that: (1) the ZIVLA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. 1. flan Exliiblts. Ll Exhibits not in the Code of Development The following exhibits which axe not part of the General "Development Plans or the Code of Development are proffered as a part of this rezoning: • .Exhibit J4 Archaeological Survey Summary • Exhibit 15 Architectural Reconnaissance Survey 2.. Affordable Rousm' a• 2.1 Cash Contribution. Owner shall contribute to Albemarle County a minimum of one thousand dollars ($1,000) per single family detached dwelling unit, seven hundred fifty dollars ($750) per single family attached or townhouse unit, and five hundred dollars ($500) per multifamily 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 front the date of the last payment of the contribution, all the unexpended funds shall be iefunded to the Owner. 2.2 Carriate House Units Owner proffers to require through tile, lot sale contracts on the Property the construction of a minimum of 103 Carriage House Units on the Property that moot 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,'Carriago House Units, General Standards, Each Carriage House, Unit shall be on the same parcel as the primary dwelling unit to which it is accessory. Carriage (douse Units may not be subdividad 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 Grgggyays, 3,1 Open Space The Owner shall restrict from development all open space areas which axe areas not: shown as development parcels on the General Development Plan, In no event shall the total area of open, space areas, which include the preservation areas, conservation areas, greenway (defined in 3.2 below), buffer and park areas shown on Exhibits 5A, 5B and 5C of the General Development Plan, be less than twenty-five percent (25%) of the total land within. the Property, These areas shall be for the use and enjoyment of the residents of the Property, subject to the restrictions that may imposed be im o by any declaratiou recorded as part of a conveyance of these areas to a homeowner's association. features to be considered in the development of the proposed subdivision. The plan shall be approved by the Country Engineer prior to final approval of the subdivision plat. Tine Property within ;lie subdivision shall be, graded as shown on the approved plan. No certificate of occupancy sharp be issued for any dwelling on a lot where the County Engineer has detemlined the lot grading is not consistent with the approved grading plan. The plan shall satisfy the following: (a) The plan shall ' show all proposed streets, building sites, setbacks, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the plan satisfies the requirements of this proffer. (b) The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. (c) All proposed grading shall be shown with contour intervals not greater than two (2) ;feet. All concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall be designed to assure that surface drainage can provide adequate relief from the flooding of dwellings in the event a storm sewer fails. (d) Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vewrtical rise or fall (3:1). Steeper slopes shall be, vegetated with low maintenance vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately addressed the impacts. (e) Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed to a drainage way outside of the lots, (f) No surface drainage across a residential lot shall have more, than one- half (1/2) acre of land draining to it. (g) All drainage from streets ,shall be carried across lots in a storm sewer to a point beyond the rear o:fthe building site. 6. Preservation of Ellstoric Structures Sites and Archaeological Sites. 6.1 Archaeological S-uxve . A Phase I Archaeological Study for the Property shall be submitted by khc Owner to the Director of Planning for his review and approval prior to issuance of a grading periait. An archaeological resource treatment plan shall be submitted by the Owner to, az d approved by, the Director of Plaaaing for all sites in the Phase I study that are recommended for Phase H evaluation, and/or identified as being eligible for inclusion on the National Re *stern of 1-Estorie Places, If a Phase ld study is undertaken, such a study shall be approved by the Director of Planning anal a treatment plan for said sites shall be submitted to, and approved -'by, the Director of Planning .for• sites that are; determined -to bo eligible for inclusion the National Register -of Historic Places and/or those sites that require a Phase M study, , in a Pbatse H study, a site' is determined to be, eligible for nomination to dart National Register of Historic Places and said site is to be preserved in place, the treatment plan shall include nomination of the site to the National Register of Historic Places. If a Phase III study is undertaken for said sites, such studies shallbe approved by the Director of 3.2 Greenway: Tho Owner shall dedicate and convey to Albemarle County, upon demand by the County, a strip of land no less than one hundred (100) feet in width and adequate in width to accommodate the construction, maintenance and use of a ten (10) foot wide pedestrian trail along the Rivarma, River from the Property's boundary with Dunlora Farm (Tax Map 62 Parcel 16-A) to the Property's boundary with the Southern Railway right of way (as it exists on November 19, 2004) (the "Greenway"). The precise location of the gmenway shall be mutually agroed upon by the Owner and the County, and such agreement shall not be unreasonably withheld, The Greenway w11 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 (20,000) cash for application toward the cost of constructing the Greenway according to the County's current standards for a class B trail, Such contribution shall be made by Owner within 30 days of receipt of a written request by the County. If the request is not made within seven (7) years from the date of submission of the first final site plan for Phase I, this cash proffer shall become null and void. If such cash contribution is not fully expended for the stated purpose within two (2) years from the date the fiends 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 &Taco. The owner will provide a pedestrian connection to the Greenway through the Belvedere Community's internal trail system, as illustrated in Eklait 5A, 5B, and 5C. 3,3 Greenway brt�e: 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 lialdng the Rivanna River Greenway in -Parcel (Tax Map -Parcel 62F A3) to RiverRun (Tax MapParcel 62-DI-lA), 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 fist Enal site -plan or Phase I, this proffer shall become null and void. If such cash contribution is not expended for thu stated purpose wffWa two (2) years from the date the funds were contributed to the County, 411-unexpeadcd funds shall be reflanded to the Owner. 4. Road Construction and Reservation of R P-ht-of wav 4.1 North Free State Connector Road. The Owners shall dedicate up9 n demand by tbo 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 fist 800 feet from Rio Road), the Owner shall dedicate the available right-ofway, Fee simple interest shall be dedicated by the Owner within six (6) months following receipt by the Owner of written notice of demand by the County. The Owner shall pay for the costs of surveying and preparing deeds necessary to complete such dedication, The County must accept the dedication within twelve (12) months following its demand for dedication, 4.2 Future North Free State Connector Extension Road, The Owner shall dedicate a one hundred (100) foot strip of land along the Property boundary with the Norfolk Southern Railroad as shown on Exhibit 2C of the General Development Plan and labeled 11100' Reserved Road ROW' for dedication upon demand by the County fear the purpose of constructing a mad'that exfe;nd5 the North Free State Connector Road northward across the Planning prior to land disturbance within the study area. All Phase I, Phase II, and Phase III studies shall meet the Virginia Dgpartrnent 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 archueologist who meets the qualifications set forth in the Secretary of the interior's Professioii al Qualification Standards. All approved treatment plans small be incorporated into the plan of development for the site and shall be adhered to during the clearing, grading, and construction activities thereon. 6.2 Potential Artifacts. Should Phases I or 11 or III studios yield objects or artifacts of archaeological significance, these objects shall be conveyed to the Virginia. Department of Historic Resources (VDBR.) for long terra preservation, Should Phase Ill fieldwork yield subsurface architectual features and artifacts related to 180' or early 190'-century domestic occupations at Free State, and should these sites be, deemed archaeologically significant by archaeologists with the Digital Archaeological Archive of Comparative; Slavery (DAACS) based at the Tliamas Jefferson :Foundation, these artifacts will be submitted to the archaeologists at the Thomas Jefferson Foundation for analysis and entry into DAACS prior to being convoyed to the VDI-1R, The Owner will be solely responsible for conveying all artefacts 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 corntributo up to five thousand dollars ($5000) cash to fund the cost of creating and installing -two roadside historical markers as descriibed in section 5 of the Code of Development. If the request is not made, within one (1) year from the date of approval of the i5xst 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 rrefunded to tha Owner. 7. phasing and AUtigatioan of Impact. 7,1 Phasing. Pleases of Belvedere infrastructure will be constructed sequeradi ly beginning with Please 1, then 2, etc. This proffer shall not restrict the Owner's ability to develop multiple phases concurrently nor shall it require the completion of all buildings and other improvements in onee phase before beginning construction on the next, 72 N itiaation of Construction Traffic Impact., The Owner shall neither establish, nor allow to be established, ingress or egress for any vehicle, heavy equipment, or farts machinery or farm equipment to and from the Property except at the intersection of the alignment of Belvedere Boulevard and East Rio *Road, as shown. on Exhibit: 2B, and from the northern segment of Free: State Road than crosses Free Stato Bridge, as shown on Exhibit 1, of the General Development Plan, or oat 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 ratils or tracks, that are Used in the construction on or below the Property, including all improvements placed on tho-property by the Owner, its contractors, subcontractors or agents. The tun teheavy equipment1e means self-propelled, self -powered or pull -type equipment and machinery, including engines, weighing Eve Rivanna Diver, 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 deldand for dedication. ' Should. this road be removed from the .Albemarle County Comprehensive Playa, said reservation shall becoriic! null and void, and the Owner or Successors shall retain fee simple ownership of the parcel, 4.2,1 North Free State Connector Extension Road 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 Blocic 2 Development PIan. Approval by VDOT and the County Engineer must be secured prior to final platting and road plan approval in Block 2. 4.3 Free State Road Right-of-way, The Owner shall dedicate, upon demand by the County, a -fifty (50) foot wide right-of-way along portions of the existing Free State Road that are on the Owner's Property from its proposed intersection with Belvedere Blvd between Road C and Road K to its intersection with Loring Run Road. Where the road is only partially on the Property, the Owner shall dedicate sufficient right�of way width to ensure a total right-of-way of not less than fifty (50) feet inclusive of the existing proscriptive right-• of way. The; right-of-way shall be conveyed within six (6) months following receipt of written notice by the County, in the form of a general warranty deed and the Owner shall bear the cost of a survey and preparation of the deed. If the dedicated land is not used for the purpose for which it was dedicated within two (2) years from the date of dedication, the County shall transfer the land back to, and for the use of, the Owner. 4.4 Connection to Dunlora Farm. The Owner shall dedicate upon derxnand by the County, a:Efy (50) foot wide right-of-way extending from Road D to the property line at the eastern terminus.of Road J, as shown on Exhibit 2C of the Goneral Development Plan. The :right-of-way shall be conveyed within six (6) months following redeipt of ivrritten notice by tho County, fee simple, in the forin 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 tern (10) years from the. date of dedication, the County shall transfer the land back to, and .for the use of, the Owzaer. 4,5 Fairview Access. The Owner agrees to provide to Fairview Swim Club, owner of a fifhy (50) :foot wide, access easement -from Belvedere Drive to the edge of the Fairview Swim Club Property, (Tax Map Parcel. 61.•-160B and 61-160C) to facilitate vehicular access to the existing Fairview entrance or in other such location that- is mutually agreeable to the parties and in conformance with applicable County and -VDOT regulations. The Owner shall grant easement within sixty (60) days following approval of final road plan for Belvedere Boulevard in Phase 1. 5 Overlot Grading Plan 5.1 Subdivision Plans, The Owner shall submit an overlot grading plan meeting the requixement of this section (lne,reinaftier, the "plan") with the application for each subdivision of Property into single fanAy dotacbed lots .and single family attached do elliug unim Shawn on the 06rneral Development Plan.' The plan shall show existing and proposed topographic thousand (5,000) pounds or more, priznarr3y employed for construction, industrial, rnaritimen, mining anO forestry uses. 8 Code Enfarce cement Architoctural Standards — The Owner shall prepare and -record a declaration of mvenauts, conditions and restrictions that, among other things, establishes architectural standards equal to ormare stringent than the architectural istanda.rds in the Codo of Development, and establishes an Architectural Standards Committee ("ASCII); Thu declaration shall include among the powms and duties of thh6 ASC the authority anti responsibility to dutermizin that each structure within the Rroperty complies vitln all applicable archhitectmal standards before submitting the, proposal to the County to conduct itn review for compliame with "the architectural standards established in the Code of Development Rabert'Hamer lin u ln� Mannge:r by; .-3�15t��tkm, Rauscr oBz4t*HduWr$am6:5Inc, by CEO atuaeHus, ITT% by Printed Names ofAll Qwners: Date: 12 AA-. �ett�,V� uL I Henry snn sprausc V — Jr C..Le:vensan charlilac G, Levenson ID11 signnturu ofAttame y in -Fact Prfnled Name orAUamay-in Fact :tee U n E U) o U N W U F- N Q) _ 0) 1Z 2 cc1— W N W � (n D U) LU _ J 2i >- W (D o=w� Z (n W 0 LO = m er N U)o=co nn�Uf WAM W ENGINEERS SURVEYORS PLANNERS AsSOCIATES, PO Box 4119 3040 Avemore Squ',ue Pl. Lynchburg, VA24502 Charlottesville, VA22911 Phone: 434316.6080 Phone: 434.984.2700 WWW.wwassociates.nel 00 4S�SI4NAL� 0 o W N N LJJ zZ Lu rz W w J ,._ _J > to w ��iiII tCo i! O :E J Q " U Issue Name Date Proffers 11/02/17 C 10 1 GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS- AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 11. THE (BUILDING OUTLINES SHOWN ON THIS SITE PLAN ARE BUILDING (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) ENVELOPES. THEY DO NOT REPRESENT THE TRUE SIZE AND SHAPE OF THE (BUILDING. ACTUAL BUILDING DIMENSIONS AND FACADES WILL BE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC SHOWN ON FINAL SITE PLANS. 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 GENERAL UTILITY NOTES REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 1. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES REQUIREMENTS OF THE PERMIT SHALL GOVERN. SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST 2, 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1 /2" 3. ADVANCE OF THE START OF CONSTRUCTION. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 3. CONTRACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 4. OWN SATISFACTION. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF FOR APPROVAL. UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). STRUCTURES. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE 5. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE TO BE ACHIEVED. MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE INSTALLED ACCORDING TO COUNTY STANDARDS. PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL STANDARDS AND THE PROJECT SPECIFICATIONS. FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 7. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME DRAWINGS. OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT 8. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND OF ENGINEERING, OR THE DIRECTOR = S DESIGNEE, IT IS DEEMED SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL .BE INSTALLED FOUR 9. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO 10. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE SEVEN (7) FEET.ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS WITHIN FOUR FEET OF ANY FIRE HYDRANT. f POLICIES JULY 1998; REVISED 30 JANUARY 2003 9. WHERE URBAN 11. ALL (HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0. CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE SHALL CONFORM TO VDOT CG-9(A,B OR C). BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 9' WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL - DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 14. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE SPECIFIED IN GENERAL NOTE 13. DIRECTOR OF ENGINEERING, OR THE DIRECTOR = S DESIGNEE, IT IS 15. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. DEEMED NECESSARY. 16. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE CATEGORY OF ROAD DESIGN. AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE TO METER INSTALLATION. MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE 18. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALLOWED. ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO APPLIES TO. "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 19. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF CONTRACTOR'S EXPENSE. THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 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 (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF (ENGINEERS AND/OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000. AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BF BLIND FLANGE BFF BASEMENT FINISHED FLOOR BM BENCH MARK BK BACK BOV BLOW OFF VALVE BSL BUILDING SETBACK LINE CAN CABLE TELEVISION CG CURB & GUTTER CIP CAST IRON PIPE �. CENTER LINE C.L. CHAIN LINK CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE COR BOUNDARY LINE CORNER CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS D.I. DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ' ELECTRIC EOP EDGE OF PAVEMENT EOTL EDGE OF TRAVEL LANE EQPT EQUIPMENT EX OR EXIST EXISTING FF FINISHED FLOOR FH FIRE HYDRANT FM FORCE MAIN FL FLUORIDE FOC FACE OF CURB EX. SYMBOL LEGEND NEW EXISTING LINETYPE LEGEND - BENCHMARK/FFE 10 BUILDING OVERHEAD c BOLLARD 0 - - ADJACENT PROPERTY LINE 0 BORE HOLE ® - - - - - -R/W- ADJACENT RIGHT-OF-WAY R/W 0 BUILDING COLUMN 0 - - - - - - BUILDING COLUMN BUSH - - BOUNDARY PROPERTY LINE © CABLE BOX © - - - -R/W - - -R/W- BOUNDARY RIGHT-OF-WAY CEMETERY M - - - BUILDING SETBACK CONIFEROUS TREE BUSH LINE 0 DECIDUOUS TREE OHC-r OHCT CAN OVERHEAD DRAINAGE INLET GRATE ww LIGCT UGCT CATV UNDER GROUND 0 DRILL HOLE 0 OHT OHT TELEPHONE OVERHEAD 0 ELECTRIC PANEL BOX ® UGT TELEPHONE UNDER GROUND UGT DE ELECTRIC PEDESTAL ❑E > DITCH CENTER LINE > > ELECTRIC TRANSFORMER ❑f EASEMENT CONSTRUCTION AND GRADING DE ELECTRIC MAN HOLE (E EASEMENT SLOPE y FIRE HYDRANT EASEMENT SANITARY SEWER g FLAG POLE g EASEMENT STORM O GAS MAN HOLE © - - - - - - - - - EASEMENT STORMWATER MANAGEMENT GM GAS METER GM EASEMENT UTILITIES pq GAS VALVE D4 EASEMENT WATER © GENERATOR © x v X FENCE BARBED WIRE X /- GROUND LIGHT GUARD RAIL -� GUY POLE -{D o FENCE CHAIN LINK 0-0-0- HANDICAPPED PARKING 0 FENCE WOOD cl El ❑H HEAT PUMP FH o FENCE WOVEN WIRE 0 o 0 IRON PIN 0 GAS GAS GAS UNDER GROUND LIGHT POLE TOB TOP OF BANK TOO MAILBOX 0H'E OHE ELECTRIC OVERHEAD Q MONITORING WELL UGE ELECTRIC UNDER GROUND U!GE ■ MONUMENT FOUND -II ---I RAILROAD CENTERLINE I 0 MONUMENT SET El STREAM CENTERLINE 8 PANEL POINT PAVEMENT ASPHALT POWER METER - ROAD CENTERLINE - 0 POWER POLE 0 FM FM SANITARY FORCEMAIN ROAD SIGN SAN SAN SANITARY SEWER -U_v SANITARY CLEAN OUT <» STORM SEWER >;1 << < O SANITARY SEWER MAN HOLE TOPO MAJOR CONTOUR SP SIAMESE CONNECTION TOPO MINOR CONTOUR SIGN TREELINE 0 SPRINKLER HEAD OHIU OHU UTILITY OVERHEAD DO STORM DRAIN MAN HOLE D� UGU UGU UTILITY UNDER GROUND 0 TRAFFIC LIGHT POLE 0 W W W WATERLINE DT TELEPHONE MAN HOLE TU - - - - - - - - - WETLAND LIMITS M TELEPHONE PEDESTAL IT] _& TELEPHONE POLE -e- NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. TELEPHONE JUNCTION BOX 2• ALL SYhvIBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. TEST P IT TRAFFIC CONTROL BOX 19 0 TRAFFIC JUNCTION BOX TRAVERSE Q UTILITY MARKER POST 0 C-ch UTILITY POLE 0 VENT PIPE 0 �W WATER MAN HOLE WO AT WATER METER wv N WATER VALVE wv (9 WELL 0 10 YARD GRATE ABBREVIATIONS GALV GALVANIZED GV GATE VALVE HB HORIZONTAL BEND HC HANDICAP HDPE HIGH DENSITY POLYETHELENE HK HOOK ID INNER DIAMETER I NV INVERT IPF IRON PIPE FOUND IRF IRON PIN FOUND IRS IRON PIN SET JB JUNCTION BOX LAT LATERAL LF LINEAR FEET LP LAMP POST LT LEFT MF MONUMENT FOUND MH MANHHOLE NBL NORTH BOUND LANE NF NAIL FOUND NS NAIL SET NIC NOT IN CONTRACT NTS NOT TO SCALE D.C. ON (CENTER PE POLYETHYLENE PGL PROIFILE GRADE LINE PP POWER POLE PROP PROPOSED PS PLANTED STONE FOUND PVC POLYVINYL CHLORIDE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT NEW - - - R/W - - R/W- - - - -R/W /W- d 0-0-0-0 13 13 13 SAN W -W W R/W RIGHT OF WAY UG UNDERGROUND SAN SANITARY SEWER UON UNLESS OTHERWISE NOTED SBL SOUTH BOUND LANE VB VERTICAL BEND SD STORM DRAIN VHD VEHICLES PER DAY SDMH STORM DRAIN MANHOLE W WATER SQ SQUARE WL WATER LINE S.S. STAINLESS STEEL WM WATER METER SSMH SANITARY SEWER MANHOLE WT WATERTIGHT STA STATION WWF WOVEN WIRE FABRIC STD STANDARD YDS YARDS STL STEEL SW SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS&V TAPPING SLEEVE AND VALVE TYP TYPICAL Mom U U) o U w U E No _ c, < < �t->� }W = w0>- �_ o�W� �w-1cy) = m cl: N _ cOtoU'T .� ENGINEERS SURVEYORS PLANNERS SSO MATES PO Box 4119 3040 Avemore Squtue Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6030 Phone: 434.984.2700 www.kvwassociates.net TH 0p� .ti .1c. 0.OA "2 -17 �f ZSIONALLli � G cr' 0 rn w f�r/ N N L1 Q Q z cp Z LLJ w > _j i I % ,._jLLJ > co w Ljj ca o _j U Issue Name Date General Notes, Aloloreviations and Legend 11/02/17 p l a EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF `ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING X CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLYWHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.3 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 1.2.4 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE ;SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 11-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, OP, GM, GC, ML, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND A MAXIMUM OF 25 PERCENT BY WEIGHT (PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMP'S, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTIOM SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING; AS REQUIRED IN ACCORDANCE WITH THE U.S., ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEWELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION IS ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS (REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE. PLACE IN 6-INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PLACE IN 6-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 90% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 95% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 95% OF ASTM D 698, 3.1 1.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% 01F ASTM -D "698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREWENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED 1N ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATEIRIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FEET FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE INq CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. U a_ U � w U fu QwQ� U)F->� DcoJ >-_d w_>_ Ir o=w� UjoL; = m m N DCJ_co mcoO t wC=® ENGINEERS onSURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Squaure Pl. Lynchburg, VA 24502 CharloUesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net ►VH OP l S, ' 1, �IQNAL E Llj co 0 0 rn Ljj N N Q n Z L_U w > U 1_j w L-Ij Co O Q U Issue Name Date Earthwork Specif !cations 11/02/17 C103 ZE CM ilt 'O V_ I i� 01 CN 0 0 n 0 N 1__*1 C 10 I (X. , Q) 8;,3, --� . 0 "6=1 C - . �i 6 0) R 0-4 ._11 I Lb- 4) _0 I >b. CE 4.0 0 L_ Q) 14.0 C (I Q) rz 0 PC) R CN 1-11 Fn �\ - ___ - _� __ ___ ____ I �, . 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I , I , . .. 1:1.1 1�,11' .. _- X . . t � .. — - - vv ...:-:li:ii, , \_ , \ % i and Demotition 1.11", ` ..... �,�.,.ji'�.� 11 I ___�� - I.lx:, 011 '�__� DI-3B TO ��_�� ____ ..X ..... -1 . �.. . � : ,,,�� ,-,go- -_Z-:�� '.... I I--- z -,,,..-.��-"..,., �.::-,-..:.-*.'_'-_- I... t�ll : _­ ... "'�. . -:i: . ,i:ii�*.'. ... __� RELOCATED I � *.`-�::, �', .. X CO X e-,:j::,� 16 I \ I.- ­ ..... I :..:.. z1',_:::;j:::::�::.* � / �'-..'-`-, V_ (10 N ....... I .% � . __/I.-'.�:�,, \ .. �_� ,-A- �0 ..�_.--_ I \ 0 �: Q:) ---j/ , , - , Man - - ------- x_�.:;A�' """ �,b(l , I ----- .<�:aj::::- "­­\\,\\ I - 1­ . THURMAN HENRY, RAY D. HENRY, 1'.....".1,111.1s I , . ... ...... I., . ..... (O - , - ��* ­­_­ , ­ "' '. _�, I ,'I- � , I.- ...,........"","*"""'',*', - � :,- ,...... .. .........­,` - %.,..*."*., tp 11/02/17 _­'.......".-M... ..: �,:t -.-....-.�, ., I., '*'* .....,., ill I .... � _ .. HAROLD L. HACA TRUSTEES __.� " I v . .. 1--K-`-'�_ '' 1\ . �::.X% ':*. � ­,.._--..-,._-,. ..... / -�-""-" �_o C 1. � ...... "".1*1,11. 1. A I � .:-... < '.. .:-;;;;i]:!�� .1. _-t - �,�)N .., �,-_'."'..'-'.-'�11. , D.B. 1134 P. 635 ....".._.,� 1� ,11111�` ( 1%. `�;]i�,.�� `-­ �_o _., .- - �41.1_j -.� ,-. ---- .. .. .... _�v _�;�� 1�, 1:. / . ­ ............ .1'....a. 6.91 AC __. ... I ,­- \\�, %. , n. , litijj!!!�.`. 4. "_�� ......, \ - - ,,i, .... - I - . � - -\\ -----_)_� __', ... :... .. i* .el , w. - I � -, � . � ..i­ :....�i��...-.- \ .... - ..i� � ___� `iil�i�.-.. 11 . .. . :-.-:.- M-.� :%, � � I - I `\ ­..1. / \ - - .1 _---- __� ........... . ­ I' 41., ...:- ____ ..... I .... I... ._�5� ____ .. ... \�q,�� ��---- . ,� �, '�­� �:, , ,.,_�* USE: CHURCH /_ ) � ..... I '..., .. TMP 62G- I -A _�� 1_�, \ I � lzr, jl� , .... ___� _____ _,_� �,bb I ` J�*$il' `ii. __� -.'............,....., �,j �. - - ,�j ;..�'-.-.� ., BELVEDERE STATION LAND TRUST � � � � �, :,.`.-.,� 0 � - - ,:., � . -----� .., , �. .. - -.1 ....� .... ...*-,--.-,., .."O .�. "....'...'.11. 4'..'.."..'. _� I- � f '.." ROBERT M. HAUSER & v.:1.--. .. , ..,.. ..., .- ... 1:_(�/ , ..... � r : .1.*­' .1 C-1 0 4 .... �,X. :-.1 1. %� .� ::,..:, ! . .i� X" ,".�. I.. ROBERT J. KRONER, TRS. !i��i!i-. .:� .�� I , �. " '\ , " `1111'111� ..� ,­� :..., 1p � ., I :111 , -.1.1 v C .1.1 . - '.... ; I I - .- 1: D.B. 3661 P. 56 ­­:Z �'ilpili: I.:...5. ­�: , ., . 4 ..... -.1 I - . "..." ..1, t - 71. 41.1 1:. * " :- :.. ,_----�� / 11 ...'N. � �� , "' "" , " , -1.1 ­-. . ,. -.-.. . .. 4- .. . I......1 15.29 AC .- I 1, I -..----� W, .. .... - .R. . ..... "', - � . , � ... . I :.,..:.: %.,...,:� �_;K. � ..... � \ I ". 1. ..-.41-f, _. . . , . . :.,� �-..-. 'I-3. 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KRONER, TRS. � / / / / c - \\ENE NEIGHBORI�OOD MODEL DISTRICT TOP=42.8- 90 --- \\ /\ / �- �/ USE: UTILI , , \ \ = 418. 16 <8 PVC> ,� . 400 - _� ---- _\�-- \ f \ 74/\\_ �TMP 61-154 \\ �� y \ OUT (-8-4��10-s8- PVE,'S `� --- ---- � \ \\ \ \ \SENIOR CENTS \ A-8 TOP=428.6 \ \ \ - 400 \ \\ \\ ` 0 _ INSQRPORATED \ IN (A-9)=416�-48 PVC> -1 ` ° \\\\ \ \ A\10 T P 0.4541 D.B. 4147 128 -__ - N 4 1 1'40 W \ \ \ \ 5.91 _i ____--- 0 UT (A -�_ _ 4651�� _-� �_ _ - \F \ 1 ( ��1 41�5 <8-P-V£>---� ��- ,-_ --_, -- -9I.44 /____ -- --`- � � -✓ � \ 1\\ \ / '` � • l G' \\ 0 18.91 "PVC>--ZONED.-NEIGHBORHOOD - _ >_ \\ _ _ - - -� 5� - / SWM MAINTENANCE SATELL� DISH B -'� \\� - � �TYP OF 4) \ \ \ \ USE. VACANT 1 1 7 0 / �a REAR --� _ ____,- 7_�P=�9-9�\�'�-fir A�LS�-�_AD_ _ ---VO LU�TA SCR EAM---fN-81�. 9<8 ��>- , �_ ` l l WE -EA rT - 0 - 6 - 1� < o .O--ACC-ESS \ D \ \ �. 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R C Ip�j I 1 � II I \ \ \ \ \ 8.0� 2' - -� \ 1� R-4. � I I POND TMP/ F D 1� • b.: �\ ALK 0 .... � � , -. ,, I / (SWM FACILITY) I / \\\ ' , O RO ERT USER 1O�AE. , IN 35 >.. co• Q- \ PRECAST I f D.80 P. 108 l l R= R= ► / / I / /35 \\\ \ \ \ Q P KI G STOP \ \ \ \ _ , G R-821 . , .- I I I / ZONE R4 RESICIENTI / OMEN PACE / 4 \\ \ \ 1 B 448 _ �=4 ,R=�87.50' 9 :.:;:;�•;:/` R 947.50 .57 •0 \ s \ s 20.0' � \\\ sue\ _2 WATER IN 0 PRECAST \ \ 11 /.� R=5 \\ \ \ \ \ EASEMENT , ... \ \ \ \ \ P K G STOP 2 ..:: R=25' :' o O \ C I SWM` � � � I .:," >• .•- \ � ( I � I EXI�TIN SNM I N \ \ \ \ \ \ R •, �. GARDEN FACILII Y ASEMENT , y> R 2 :." > ' \ :. / I - D. B. 352 P. 603 I I R 8 1.50 - AN I I - I ' I \ \ \ / 1� \ �\ � •� LA N I I ( J 1 / \ \ \ , : \\ s r. `:.::•. / I I TMP 61 -158 ! \ \ \ \ C VERED I I - BELVEDERt S rloN I I o / R=887.50 33 DROP OFF I ' I F LAND TRUST \ \ \ \ R=4. • ROBERT M. HAUSER & \ FLUSH : �" b ROBERT J. KRONER, TRS. P) 1 'cC % ' .•.:. / I I 1 D.B. 3661 P. 56 ( 1 1 CURB I/ I / I I \ \ \ \ , r , . I I I�IIOVI ZONED: NEIGHBORHOOD 1' \ R- 4.52 \ : O ''1 - I I ' MODEL DISTRICT �\ 1 \ UNDERGROUf D \ *� I / I , USE. OPEN SPACE \ \ \ \ 20.0 TEMPORARY I E h PER ZMA 2004-0007 ' 48� G' \ \ POWER \ _ , / / ACCESS ROAD EASEMENT I I f 1 \ \ \ \ -�4 ASEMENT R 5 \ / (TO BE VACAI ED) I �115 , ,: .DB 3532 PG 603 AND I / 7 D.B. 3488 P. 552 N PERG LA • , \ \ T ( 4 - 13.�6 < DIP>\ \ \\ \\ D.>.... I \I k l i ...... / .... PHASE 1 I 1 1 � / \ \ \ \ \ �/ • `' 6 \ �'69� �\ � \ ." ° •' THE C DOMESTIC \ , I\ UTh TY cc� ss T ENTER , I / 9 _ 09: \ \ ! I \ \ \ \\-102f,�, c� 6 , I _ WATER OPcN SPACE / I YP 2 R 1 >,2'6 ,: FFE 437 \ I �' \ CO 46 O \ SUPPL �ERVATION- 1 4 0O�i 10 I 4 0007 \ \ \ \ � �� ENTRY/LANDSCAPE GAS LINE I ( l \ \ I I \ \ 6 0 z v R 2.69 EASEMENT t- ` \ \ 3g _ I \ \ PARALNL� / HARDSCAPE D.B. 35 r \ \ o\ oo \ I 1 I STOP \ ARKING AREA P. 459 \ \ \ \ G \ R= , ` MH -4 TOP=4 .5 � \ V I ' \ \ \\ \ \ \ R=100 I o� // \ \ � �� � PERGOLA \ ` \ _ (A-�=41 .24 <8 DIP ENCHMAR o I \ _ - 1 C \ \ \ \ \ 4� D 3 172.130 (BY OTHER \ \ ll (A-4.1)- 13.14 <8 VC> \ \\ \ \ \ •- '\ � � CHISELED J� ;�<'>-_ ::::� •� .� , ` E- \ \ IT `� ` � UT�13)412.18 <8�D P> SQU RE 80 c� o \ P -442. _ CROSS (ALKC \ \ \ \ \ \ \\ 1L AD \ /�, � Q1 � •.- .:\ 1 ~ - � .>>;---�::_\<;>':>_:->: r\''•- � � :! ` • ... . ,.. � \ C�. 402- �91168 R 2' \ \ \ I I 4R->:>;::., \ .°rRal�Sc MER I - \ , In! c�sT \ - - f 470- / \ \ 1NV OUT=419.2 _ - �- \ \ \ , � _ � .._ ---TOE=4.12�// _ \ CG 12B4; r FIR \ :: / 440 , \ / V 0 IN 42 SS LR - �_ - RO W K 1 4 _ - N ! - �� 39 79 --1-Nfi/ 0 U 1"= 419.7 !� � , _ ram-_ - � - �>:.. _ / -_-� �� .-- _.-_ 450 D .. R-2 - - _- ___-_INV QU �_��29�9 / / / r__ �_ - �- 4 / � R --_ 2 35 \ \ \ ✓��-��-- � -R-2 � � \ REL EAT _ -_ - --- �` _��i \ \ \ , Q - ::: ._ - !f - =4' 97 < V�H>8" /f0�45.37- -- 0�E 1gTIN� DPI 3B _ X 46 -S --_ OP=T4-2 - 6 �lz 1 ° 4 -- 3 / 0 T �1 8 //44� 0 <P> E �TO P AS S OWI� :::.::.: � __IpI = \ / CCESS V-TN- 40�€ 47 i - ---_ INV T- \ <I> NLF < - --� � \ - / ! �9 \ \ \ \ \-- / / --<: =•. �� TY' 0✓_3 1, ,.tom-� 1RF -WV- OI.�L=40_8�-- � ,___• � = 7 4 \ \ \ \ \ 2 \ �_ //AT�R LIME , .R= , - 'A,' \ \\ R=ZP ENR=2 6 :_::.: - ��� �� \\� �� \ - \ \ _ __Ex - - r � E AL . EX-0- w.: �-_ s ��s � \�\ o <, \� o \� \ \\ - w -STOP - D 1 1 T _ , TOP=436. / GAS \ \\ \ 62 - -A _ IN ✓ IN-4 7.84 r .-.. \ i NLF :,. - R=2 `- \ \\ \ \ INV- 23.45 R �y _ - //T� � _ , LQL/�IN-431.25 �1 Y T \ BELVEDE STA' (TRUSTY `�- �2 1NV Q�-4 /7 ;. • ..... W ° .! -1 VV_ R-2 - INV 00�-=430��_ .. \\\\ �6� \ �sr \\ OBER7` M.S �c R/ /,0 h f tOP- �- . ` _ �� ----- P I E- S Q \ \ \ cb O \ \ \ \ RO R1 J. KRO 4 \ 12 DIP WL / IN ` - r�„ R� :. ,,-.....L, . �, o _ V D NEVI _ \ 30 -J\ 428 _ F� _ .. - - _- , \ TRAF IC RATED \\ \ \ D.B. 3661 5 \ 1-- r , / / 0 A- -. C� - °' i \ 15.2 a 6\\ -- 4 -� - 4,30 - "t2 -� - -__ F4M E AID COYER \ \ \ \ \ \ C\ 4 3R 4 N E \ZONED.\NE �OD M L DISTRIC \\� 56� �\ /-434 6 _-- F �w1 \ USE: 0 SPACE \ 4 \ 43 --�- Ny/ 1 R/W'--,_;_� \ \\ \ \ � fiMR 61-56 �� \ _ _ - \o\\\ \\/ \ �'OOVENANT CHDRfH-QE GOLD- - - �W \ � P � rt , \ \ \ \ \ \\ \ \ 0 1 �G I S� _ _2 TOP- 439.55 - _ \ \ \ x ERN V. DEOMAMPO ETAL R.'t�I (A- 3) 431.80 <8 "PVC> R.8- 2 ` NV !� o D.B. 04 P. 675 -� 6� - -� _ 450-----_ _ \ l8 �- 6T (� 1.1)=431.70 <8 DIP> !N (EX D�)-434.2 .. \ _ - � �W !- _4 INV \ \ \ \ \ O \ \ \ ZONED: COMMERCIAL I -OP 436.38 R� /�_� -plc \ \ \ -INV IN=430.51 -- - \ \ \ \ \ �-t�SE: IEENTI `�7` W 454 - �- �� �� INV OUT=430.44 C \ / VV 6 ... \ \ \ \ \\ \\\ NI PROVID N �5 \ \ \ T FIC RATED -1 \ _EX D-4 F E � _TOP- 436.42 � ` ' � ) l � `,` 4\ \\� \\ • \ M AND COV InIV IN (Ex\ D 4A)-429.97 EXIS NG DI-36 I R 60 60 \ �>cIv IN (EX-12)=430.20 \ TOP AS SHOWN INI�IC (EX 4B)=429.97 TMP 61-155 - INV QUT=417.34 CHURCH OF GOD i N _� `\ �� � THURMAN HENRY, RAY D. HENRY, \� HAROLD L. HAGA TRUSTcrrcS \ >/ D.B. 1 134 P. 635 6.91 AC I \ \ EX D 12A TOP=436.98 ZONED: COMMERCIAL OFFICE INV OUT=430.93 USE: CHURCH TMP 62G-1-A BELVEDERE STATION LAND TRUST \ ROBERT M. HAUSER & \ \ \ ROBERT J. KRONER, TRS. D.B. 3661 P. 56 \ 15.29 AC ZONED: NEIGHBORHOOD MODEL DISTRICT USE: OPEN SPACE U 1Z E U) o U W U a� o ¢LUa� v)�> n U)W o=w� rn zw00) :D Cf) mcoU't PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassoci ates.net H OP T 1 o, i�Z..•d-��� ti .._9NAL,.. ��uALml Q z ��\a\\ ., w (n w a., O a ..��.� .u..�.,.. a Q U Issue Name Da te REV. 1 12/13/17 Site Layout Plan Phase 1 11/02/17 -)o - 4 -� ;.: / f 410/ -- \ \ ____• / _ � \ TMP 61 15�- ��EL%DARE ST/�T10N-L,41`1D--TRIJS� � / � / �\ � G / \ \ \ ROBERT- M. AUSER & / \ \- OB��� KRONER, TRS. \ \ R 40 \ \\ \ \ \ V\- /\D: . 3661 \ \ \ \ -- - , / \ \ �400- \ \ ZONED: I\lElGr1 OFi�f4QOD MODEL DIST \ / \ USE. OPEN SPACE PER Zhr(A 2004 �OQ� / / / ��i �\ / IF THIS DRAWING IS A REDUCTION - \ TMP 61- 4 E / / LAND BELVEDERE ST�j GRAPHIC SCALE MUST BE USED �1}�1QZV �S\ I � / / \ II ROBERT M. HAUSER c&- a - , 390 \ J SCALE: 1 - 40 \ \ \ ( \ TCy � �. - / i\ \ ROBERT J. KRONER, TRS. \ � / / / / / EQ`NEIGHBOR�00D MODEL DISTRICT TOP=42B-.00 -� �, _ / - \\ /\ /� i �� USE: UTILIT\ / f l / , �ENGINEERS \ I B. 16 <8 PVC> �- 400 - _/� _- �i� \ �_ _f _1 �\ \ / / \ \\ \- _ �- TMP. 61--154 � / / / SURVEYORS y \ ( 8-4110 8„ PVs / / \\ \ \\\014UT(A\ ---.SENIOR CENTER \ _ \ l I / l \ \ \ I RPORATED A-8 TOP=428.62• '�_ 400 �- -� i" \ PLANNERS \ \ \ \ \ 10 Q \ IN (A - 9) = 416� 4 -<8-PVC> 7 __-- „w ---`_ - ^1�_ �- \ \ k \\\\ \ \ A\10 T P 0. 4 D.B. 4147�128 - „ - _� ` N 4°11'40 �/ - - - 5.91 OUT (A-�4FE-.55 `& P/C>_ _ GR� _ \ 4105 <8�VC> - A7.44_ _ AsSOCIATES -- - f: \ _ `j 9 /_ - - --✓ 0A�18.91 ��"PVC> \Z`ONE\,NEIGHBORHOOD ��p�50° " 33 �� ��� - ��\ / SATELLI 1 t DISH �/ \ / / / / / PO sox 4119 3040 Avemore Square Pl. Fi �� \ \ 17(V U L OT = ' Y \ W \ / I / / / ! / Lynchburg, VA 24502 Chazlottesville, VA 22911 r. / - R B �\�� - -� ��TYP OF 4) \ I\ \ Phone: 434.316.6080 Phone: 434.984.2700 USc. VACANT 1�.031�� R64 _ - - -A 7_TOP=4'�9 \\ C�� I www.wwassociates.net a-T 6SATN. P-EASE -�EE'-_ BUFFER -GR- O�(A-�=��� 410 -6�R�iIN �G D�S�2F -- 3 _rNA- WALL (M GR \\ \ \ _ �tEI�H. -1 � '� -_ 420 \ \ o •J� ^ Q � /� � �l .�z-� • _ . r t _1 S � �� � �i_ _ /-� , - 42= ol / l / _ - GR- 1 / I GR436 II' GR GR _ _ G N -�9' 2`'i \� 53 - / i�` /� zx \\ \\ B.\354 4R' 6 S-- __�--���38:1f�r / / 4408" \ P. 459 42.89' , � 1 / 35.8 G ---- c- \\ \\ \ \ , \ -GR GR R E LINE-�ittXrD \\ .5 \ , �R / / 440 -... UOUS\FP) ND \ GR G-R 39; L8 N GR / GR 37. 35.47 \ 40.89 GR GR \ \\ \ 4 .5 _ GR 5.55 " G \� '•p� - .-F.' I / / / T \ \ 43.81 I I f \ \ \ \ <\ -TC 37 85' \ - \ • ' ; I \ ( -_-_ \ / / I \ \ UTILITY AC GR OF 3) 39.37 G • . ; •. 34,36 GR 36.64 \ \ \ \ \ \ 46.77 \ �\ GR GR ,�.:' I I I I POND I / TM F' F D1� \ \ \ GR 1 , ' ' .:.. ~ p: I I / SWM FACILITY I / \\\ \ ti 35.65 , ' 4.4 \ I I t i ( ) RO ERT USER PfOME , IN \ 3. 3 I % \38.11' GR ; `�: \ GR D.. I ' % D. 80 P/. TIC TC ,'•...•,�• . .. 35.53 :"'••:. ' •. \\ \ \ \ \\ \ \ R GR 34.59 : ,. ,, ZO E R4 RESID�TI / 37.92 4. R rn ::" 4 • , ►� ' I - / / / I \ 4 3 57 I I I ' V _ I o 0PEN PACE \ \ \ 48 42.22 GR GR GR -' ' � ' ' 4' � _ / � � \ \ ' •D 4� O 41.00 \ ;,.:.` w ' / O _ GR 36.38 0 I f l I z / T C GR 20. , 5.9 I� 3 I\ I d' I f l/ \ , WATL? LINE 7 GR 35.7w GR 1 I -I I l' / ' / / E EASE ENT �C \\ \ \ \ \S\ \ / 40 58 37 65 o G 4 \ I � I I I EXISTIN SWM I / TH OP TC � R � � G R' - '. �� • . . . p, ; •' I � ' I / / � � / / / / / � / , x . ,..,.. , _ 36.1(X�' '�e .:' 34. 3 .9 �: : I I FACILITY ASEMENT 1 1 I GR GR G 36.66' I I I - D.B. 35 2 P. 603 I l I I \ \ 7 TC 4 .41 G .4 P GR N >. I I I I / / / , \ \ \ \\ 1 / / \ 3 .92 36. 0 / f 5' TC C \ GR ' Q �` y / TMP` 61-158 1 l�3• \ GR I I - BELVEDEL TION \ \ \ \ GR 34.40 R 4' � � GR 7 .' � ... P I ` k" I LAND TRU�TST� \ \ \ \ \5\ 24 / \ 1 I 5 I ROBERT M. HAUSER & � GR R �•.:>.�..,. ..,,_,:.,..�-�- I I �I � ROBERT J. KRONER, TRS. GR 36.01 `.. r ' / :.. I I ' I D.B. 3661 P. 56 I I I / / 7 6.3 \ 4\ GR �,":•.:. {� / I 6.70 AC \ \ \ \ R _ I ZONED: NEIGHBORHOOD 35.79' l I ' ' MODEL DISTRICT 34.8 \ \ \ \\ \ \ ® \ UNDERGROUI D R GR pE // USE. OPEN SPACE �h / 20.0 TEMPORARY - I \ \ \ \ T \ G l / PER ZMA 2004-0007 / / ..\O\ad\mam t \ \ \ POWER 34 2'\� ACCESS ROAD EASEMENT r.ASEMEN ( .7 GGR / 35 5 .• . p • \ •- , :A j (�0 BE VACATED) 35.98 / .. _ _ _ � GR 5.5 .' � .• . l DB 3532 PG 603 AND 9 - \ \ 42.46 \TIC D. B. 3488 P. 552- \ GR.:..' ., � `: ' •>• ' � I T - 41 = 13. 6 DIP>\ / I� J 1 I 5 35.97' \ \ \ \ \ ,Q � � A• . 62 C G R 4.8 . -► ,e � I 1 f / / / � � �o / ���\\���� .,,.... R \ UTIL TY cc ss GR H ENTER 09, 5t� / \ OPEN SPACE ' ( \ \ G 36.57' FFE=437 1 / I \ LLJ \ \ \ \ \ I I \ CO ERVATION 46 O?� 35.75' 1 • R GR I „4 o o R ( oR M 2004 0007 G 4 \ GAS LINE I I l �-- , 3 .03' 36.01 3 3 GR E-AS \ \ \ 43. D.B. 3543- \ o\ �00 37. GR C ' P. 459.4 MH SOP=4 543.1U \ \ rc \ (A-\�)=41 .24 <8 DIP 37.30 I _ ( \ \ \ �� R 1 IN\ (A-4.1)= 13.14 <8 VC> \ \\ \ \ \ \ G �GR \ �- \ ( \ UL A 3 - 412.18 < D P> ( C \ \ '� \ \\ - ) \ \ \ \ \ \ \ \ \ \ \ R� ' ' • \ 14' >;> '�� ,� G R 3 .9 0' ;. D 1 \ X I \ \ \ \ \ \ ILR ADGR �' \ \ J �-`�� �N� U3 �8 \ - . rRA 1?MER 1 -- -- - / q \ s 1 \ \ R TO 8 , GR� 1 \ \ 06 l \ - 7 \ -IN-V- 1 �2 42.37 1 �� r'<<>;' GR p.'M410 \ INV OUT=419.2 - J J \ _ - ) ,� i \ , IN T- T O - // �� `399.79 \ \ \ A 3 4 _ i 50 .A-r-tdV OUT-419.7 w 37.37 <:<>;> �, � - �--�:.:. _ 4 p _ -- ---_--INV Q - 9.5---- \ / 3.45 � t� / r - _4 I \GR -� -'r - - / / � \-:r::.: � _ �- N�� 4 < D8'" 1 > -460 �- � \ Issue Name \ \ = �Q �a - 7 S _ 1 0 - / P 4z�-r-.-_ � TC _ � 1° _.��;>;<�<>. <:>::: � �' SIN 1 4 \-�� "l 430 OUT 41 8 <F4 38-51 - G -717- 4 - i R -!nl v o-4-�-� \ - / INV UT- .3- A ES 2 _ \ CC S \ N F i' L / i4�� \ 4 -IN-=�2.8�-- l �- \ - / -� - 43 � REV, 1 \ \ \ / \_ 3� \ _ 8• < / \\ \ \ 2 �"_ 4 ` 36. tTER LINE T6 63 '_ T - �� �i� E EN T �!�\\ \ \ \ t j \ \ \ \ \ \ \\ \ \ 430 ` 430 ` �_ •, 'r ` TC TIC \ \ \\ \ D-1 1 r - :. ,` 36.92 - IOP=436. .�,.. �As 62 �- A 2 - TIC --1L�L�N-431.25 Gq \ c IN 1= 23.45 _... • •. . • �-�.-�._ S \ � \\ \\ srjs \ \ \\\ \ \ BELVEDE F STA TRUST �-- 426 W INV O UA = 4 C w\ \\\ \ �\ \ u kRBT ER7 M. sE & �_ R / / - - _ - -� _ \ �b \\ \ \ 12 DIP U/L \ RO J. KRO �4 30' \428 �- \ - 1-� - C' - - :.,_ C \ \ o \ \ \ \\ D.B. 3661 5 �� / _ - - . ► - W \ \ \ r-- _ 434 4,30 N ED.\NE OD M L DISTRIC \\ o� \ \ USE: 0 SPACE \ �3-4364 -_.. 7iVP- 661-56 7 \ \ \ I ONVENANT CHURCH G - - - � -0� Sl 2 TOP-439.55 \ \\ \ \ \ \ ERNESTO V. DEOMAMPO ETAL R. ,l (Clll (A- .3=431.80 <8"PVC> D.B. 04 P. 675 -� 6 ( ) �� 450---- n- \ \ \ \ \ 0. T (A 4.1)=431.70 <8"DIP>EX D-12 - \ \•.. \ \ \ - _ - 452 \ \ \ \ \ \ \ ONED. COMMERCIA OFF TOP 436.38 1��_ \ \ \ - -tJSe. RE IDENTI INV IN=430.51 c-- CY) 0 rn N CV Z W J U) W Oo Q U Date 12/13/17 INV f�/ Vy- q56 Grading & \ \ \ \ EX D - 4 \ \ \ \ \ \ \\ \ TOP=436.42 R� \\ Drainage \ �\ INV IN (EX\ 0-4A)=429.97 / 1 R an _ \ \ \ \ IMV IN (EX 12) r30.20 (� IM1-l\�I (EX Cl 48)=429.97 TMP 61 -155 ��o �lb o I G� �� qs Phase 1 \ _ INV QUT=417.34 `� \ EX D 12A TOP= 436.98 INV OUT=430.93 E� CHURCH OF GOD THURMAN HENRY, RAY D. HENRY, I �`° \ HAROLD L. HAGA TRUSTEES � / � \\ 6� D.B. 1 134 P. 635 6.91 AC ZONED: COMMERCIAL OFFICE USE: CHURCH TiMP 62G-1-A / % �� \� \ N60 BELVEDERE STATION LAND TRUST�\ \ ROBERT M. HAUSER & ROBERT J. KRONER, TRS. D.B. 3661 P. 56 15.29 AC ZONED: NEIGHBORHOOD MODEL DISTRICT \ \4, USE. OPEN SPACE � \ 11/02/17 ZE 4 N 0 d Q. 0 CN CN 1/ 1 ai m 4-A q) >C v U v d CN 6' 5.56' O A A 6g , B---I 0.31' 0.31' SPECIFICATIONS: PLAN VIEW B-I 1. CONCRETE: HAS A DESIGN STRENGTH OF 5,000 PSI AT 28 DAYS. 5.94' 2. STEEL REINFORCEMENT: ASTM 5.56' 0.31' A-615, GRADE 60. 0 0.63' 3. LOADING:DESIGNED FOR H2O L I' 6 cv 0.69, LOADING. 4. 6' LONG PRECAST CONCRETE WHEEL STOP ANCHORED WITH (2) ELEVATION A -A SECTION B-B NO. 4 BARS - 12" LONG MIN. PRECAST PARKING STOP BLOCK DETAIL NOT TO SCALE i t tin� vvri ENTRANCE ASPHALT PAVEMENT IN VDOT R W - SECTION NOT TO SCALE TACK COAT NOTE: PAVEMENT SECTION SHALL BE INSTALLED AS DETAILED OR TO MATCH EXISTING PAVEMENT SECTION ON BELVEDERE BOULEVARD, WHICHEVER IS GREATER. 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 THEPAVEMENT SUBSTRUCTURE. ME OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 4' %2" RADIUS ACCEPTABLE ALTERNATIVE If CURB IS EXTRUDED 2„ R P D.o D,p D.PDo• w z pA . ' o-A . ' SURFACE w V) ND.P D,n D ••Q r pQ . AA- 'A. BASE D.o n D.a D. D,o a D.a A D. SUBBASE ER£NGE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 CG-3 PAVE OVER PRIME AT 0.4 GA/SY -� PAVE OVER PRIME AT 0.1 GA/SY PAVEMENT SECTION DETAIL NOT TO SCALE 51! D A M 2" R p - D 1 R R.D . s-- P aQ 'D DQ SURFACE z v Q Q zo w P o P G BASE P D D.DDo' A. o- o- .� 1> Q SUBBASE 7,! EXISTING Ilk 100' R/W I -- 32.5' 9' 9' PARALLEL PARAL. PARKING 51 12 12 50 PARKI BIKE TRAVEL TRAVEL BIKE LANE LANE I LANE LAN E 0.5' 0.5' BELVEDERE BOULEVARD TYPICAL ROAD SECTION 100' RAW PARKWAY SECTION DESIGN SPEED = 35 MPH POSTED SPEED = 30 MPH NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3.. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE 1N 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. x�/o= SPECIFICATION S T A D A\ D 4 l 1 CURB REFERENCE' ROAD AND BRIDGE STANDARDS V VIRGINIA DEPARTMENT OF TRANSPORTATION 1 105 502 SHEET 1 OF 1 REVISION DATE 201.02 4" MIN. 6' PLANTING STRIP 5'-0" UNLESS OTHERWISE NOTED ON PLANS 1/4 :1' SLOPE UNLESS OTHERWISE NOTED ON PLANS 4"-VDOT NO. 21 A NOTES: `- COMPACTED SUBGRADE ' I AGGREGATE 1. SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. SIDEWALKS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE STRUCTURE. SIDEWALK -- DETAIL NOT TO SCALE CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB HEN REQUIRED (CG-2LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACflR(AREA NJJ SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 41 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF -10:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BAR$ ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM PERPENDICULAR CONCRETE COVER 1%2", `- 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. \\ \ ��v\ /i rV�/\�,.//? 5' MIN fiY j ,. 7. CURB RAMPS ,ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED• Y THE ENGINEER. THEY ARE T PROVIDED AT INTERSECTIONS WHEREVER B E ENG JEE E E 0 BE RO DED INTERSEC ONS 4'd ERE ER t2�1 MA)C `�� AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS y, UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED „�`. / AND USED BY PEDESTRIANS. J�.<<,\ `�� N r '�}/iGli i v y 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT�I� \f�/�� 12:1 MAX /Y / THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2-1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1�.---•---a- PERPENDICULAR TO THE CURB. 5' prtild X 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 1N=1=1,a,ei`1 wad TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' M _ AT X, 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.0" 2.4" C C Q CURS AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD _ 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. fi3 c4 0 0 0 0 O 0 0 0 0 0 0 0 0 2 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0--- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP _ U 0 O O O 0 O 0 O 0 O 0 0 0 0 0 0 N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _40/-65/ OF BASE DIAMETER TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -DETECTABLE WARNING '-- 0_ ' AT BACK OF CURB I� „I 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12, '�E SASE DIAMETER f" PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1VDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARD SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ­12 REFLECTIVE ALUMINUM BACKGROUND, GREEN SIGN WITH WHITE LEGEND AND RESERVED PARKING BORDER, AND WHITE SYMBOL ON BLUE BACKGROUND (TYPICAL AT ALL �r HANDICAP SPACES) THIS SIGN TYPICAL AT ACCESSIBLE" PARKING ALL "VAN SPACES VAN ACCESSIBLE PENALTY SIGN w z ``--- GALVANIZED "U" CHANNEL POST 00 �o I:=w m5 c3f Uj oI VDOT A3 GENERAL .. CONCRETE 0LIj o TOPSOIL AND SEED -I OR CONCRETE SIDEWALK p O o. D p C p D 4" MIN. 1' HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES PENALTY SIGN SHALL READ: "PENALTY, $100-500 FINE, TOW -AWAY -ZONE" PER IBC SECTION 1106.8 SIGNAGE LEGEND SYMBOL ITEM SPECIFICATION DESCRIPTION STOP SIGN (MUTCD R1-1) STOP CG-12 #5 DOWELS. 8" LONG PERMISSIBLE AT 12" C-C--\ CONSTRUCTION 12:1 MAX -- 12:1 MAX - _Z -� RAMP lCCC TART C\ RAMP lCCC "r ARI C1 B A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5`0" MIN SHAPE TO MATCH FACE_ OF ROADWAY CURB BACK OF CURB 48 1 MAX. 20:1 - 48 1 MAX. z MIrJ. SECTION A -A PERMISSIBLE a CONS {RUCTION JOINT V) to R O SECTION 13-E3 WITH BUFFER STRIP LLT \� R j MIN lZ�1 }flAx. \ WITH BUFFER STRIP WITHOUT BUFFER STRIP x vNi 0 Q CROSSWALK A 4' 50VARE I DING AREA OUTSIDE OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. CROSSWALK CURB- / S. `4 �j - / �i`N SHALL VE PROVIDED FOR PERPENQICUt AR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPICAL PLACEMENT AT INTERSECTION ' Y p CURB 4' BUFFER STRIP 5' SIDEWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 1 15 -DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/ 16 WITHIN CROSSWALK LANDING 48:1 MAX. DIAGONAL PLACEMENT SLOPE LANDING 48:1 MAX. LIrJG 4t3:t MAX. 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Foo� I.-ONA LL Ll '0 �.� e C\, < z Z W I ju LLJ _j , U Lij Q 1-71 < Issue Name Date REV. 1 12/13/17 Landscaping Man 11/02/17 li'o 0 w ry STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS ROOTBALL 1. STAKE OUT PLANT/BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE -EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 7OR ADJACENT 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. DNS. 7. PLACE BACKFILL. AL LEADER. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. OR 2" MAX. 9. PLACE MULCH OVER ENTIRE PLANT BED. -INISH GRADE. 10. WATER ENTIRE PLANT BED THOROUGHLY. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY �. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD 7 OF MULCH RING aRADE NT PLANTING; %N FOR MATERIALS. � SIDES AND BOTTOM OF 'IT TO 1" DEPTH. %MPED SOIL TO ROOT BALL JRBED SOIL hUU I MALL WIDTH 1 SHADE TREE PLANTING SCALE: NOT TO SCALE NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. WIDTH 31 EVERGREEN TREE PLANTING 1SC E: NOT TO SCAL SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL SHRUB PLANTING Cir%AI C. Alf%lr Tr1 Cf%AI C MULTI -STEM TREE PLANTING SCALE: NOT TO SCALE FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE' OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE, 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. SAL LEADER =LAG, ONE PER WIRE 'URN -BUCKLE (3 REQ'D) 1 /8 OR 2" MAX. OF OVE FINISHED GRADE CIFIED 3" MIN. DEPTH MULCH EDGE L, SEE SPECS. ) SUBBASE :ES, CUT AND _AP FROM TOP BALL PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR "LOP —SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. C. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE —EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 11.LOW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. U FE o W U I— N �_ Q�LUL-u Q70 Cf)�>� cn W �_�� wU>_ 01w zw R �L0� = m rr N m�0't W- ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net NTH O 04 ��-- 17 N I,�NAL Lij `{' 0 LU LIJ N N N d 0 ZLiJ l= > Uj w J LLJcn w Lij co 0 T_ Q U Issue Name Date Landscaping Details & Notes 11/02/17 L101