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HomeMy WebLinkAboutSDP201700063 Plan - Submittal (First) Initial Site Plan 2017-11-02THE CENTER AT BELVEDERE INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SHEET INDEX: DRAWING NO. SHEET N0, TITLE C-100 i 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 & GRADING 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-1_101 13 OF 13 LANDSCAPING DETAILS & NOTES PARKING TABULATIONS: TOTAL PARKING REQUIRED: (69,200 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 ABUTTING LOT (ON BLVD) 22 TOTAL PARKING IN SITE PLAN: 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 ABUTTING LOT (ON BLVD) 22 TOTAL PARKING IN SITE PLAN: 273 SPACES (PHASE 1 AND 2) AREA TABULATIONS: ROADS/CIRCULATION 1.76 ACRES 31.3% PHASE 1 AREA OF AREA OF BUILDINGS 0.64 ACRES 11.4% AREA OF SIDEWALKS 0.49 2.73 ACRES ACRES 8.7% 48.6% AREA OF OPEN SPACE AREA 5.62 ACRES TOTAL AREA 5.62 ACRES 100% AREA OF RECREATIONAL USES = 29,571.69 SF (0.68 AC) WILLIAMSBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 IMPERVIOUS AREA = 2.89 ACRES AC/5.62 AC) % IMPERVIOUS = 51.4% (2.89 AC/5.62 AC) AREA OF ROADS/CIRCULATION 1.97 ACRES 35.1% AREA OF BUILDINGS 0.90 ACRES 16.0% AREA OF SIDEWALKS 0.52 2.23 ACRES ACRES 9.3% 39.7% AREA OF OPEN SPACE 10,600 TELEPHONE: (434) 984-2700 TOTAL AREA 5.62 ACRES 100% AREA OF RECREATIONAL USES = 20,420.97 SF (0.47 AC) APRIL 2005 SUPPLEMENTAL SURVEY: IMPERVIOUS AREA = 3.39 ACRES WILLIAMSBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 % 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. z CARRSBROOK WESTMMORELANDS �A� NORTHFIELDS 0 Az BELVEDERE 4E DRIVE ov WAKEFIELD FREE STATE BELVEDERE ROAD BLVD. BELVEDERE BLVD. SITE a DUNLORA 2 DUNLORA �W 4 DRIVE RIVER RUN O '0F NA '9Ri� RD PEN PARK VICINITY MAP SCALE: I "=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: OWNE APPLICANT: SENIOR CENTER INCORPORATED SQUARE FOOTAGE 1180 PEPSI PLACE 1 AUDITORIUM CHARLOTTESVILLE, VA 22901 PHASE (434) 974-7756 900 ATTN: PETER THOMPSON 1 CLASSROOMS EMAIL: PETEROSENIORCENTERINC.ORG ENGINEER: WW ASSOCIATES, INC 4,000 ATTN: HERBERT F. WHITE III, PE 1 OFFICES 3040 AVEMORE SQUARE PLACE PHASE CHARLOTTESVILLE, VIRGINIA 22911 10,600 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 WATER SUPPLY PROTECTION AREA: N/A WATER RESOURCE AREA: DEVELOPMENT AREA - NEIGHBORHOOD WATERSHED: UPPER RIVANNA RIVER PARCEL INFORMATION: TAX MAP 61-154 SENIOR CENTER INCORPORATED D.B. 4147 P. 128 5.91 ACRES (PER ALBEMARLE COUNTY RECORDS) 5.75 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 - AIA 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' COMMERCIAL SPACE USE SQUARE FOOTAGE PHASE 1 AUDITORIUM 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 •► �•eA PHASE 1 FITNESS 4,000 PHASE 2 O GYM 18,000 PHASE 1 GSF 47,200 4.000 51,200 PHASE 2 GSF 18.000 69,200 GSF TOTAL �'avv�'y� �•:, U W F o U C6 W U cli O S � U F N i Q W Q co I- W > _ 2 = (n F_ W M Q Q ~rn W _j 0) =COON M coU r Wa� ® ENGINEERS SURVEYORS PLANNERS ASSOCIATES Box 4119 3040 A -more Scpcufe Pl. Lynchburg, VA 21502 Clnuloae..ill,, VA 23911 Phone: 434316.6080 Phone: 431.984.3700 wv: w.nwassocia[es.nel �oe '�OA`q1 ONAL' Issue Name 0 rn N N z t� w J J cn w r_ 0 a U Date Cover Sheet 11/02/17 Original Proffer: 10/12/2005 A-tBruded Proffer. (Amendment PRD F7 ER FORM Date of Proffer Signature 10110/2005 ZMA 4 2004-00007 Tax Map 61, Parcels 154,157,158,160,161 Tax Map 62, Parcels 2_A,2B,2C,3,5, 6A Tax Map 62A3, Parcel I 206.682 Acres to be rezoned from R-4 to Neighborhood Model District MID-A With respect to the property described in rezoning application #Z%M-2004-00007 (the "ZMA!'), Belvedere Station Laud Trust is the fee simple owner of the following parcels: ■ TMP 61-00-00-154 TMP 61-00-00-158 • TAIP 61-00-00-160 • TIVIP 61-00-00-161 • IFMF 62-00-00-5 TMS' 62-00-00-20 TMP 62-00-00-6A TW 62A3-00-00-1 J" Belvedere Station Land Trust is the fee simple owner of a Y2 interest, along with Charlotte G. and Jacob C. Levenson in. a 5.40 acre Belvedere Road ROW associated with TW 62-00- 0.0-2,A, which is wholly owned in fee simple by Charlotte G. and Jacob C. Levenson - Dunlora LLC is the fee simple owner of the following parcel: ■ TMEP 61-00-00-157 Robert Hauser Homes Inc. is the foe simple owner of the following Parcel: TNO 62-00-00-211 ;tonvlimis Inc. and Henry Nelson Sprouse are the -fee simple owners of the following parcel 0 TMP 62-00-00-3 The foregoing parties are collectively -referred to herein as the "Owner," which term shall include, any successors in interest. All of the parcels listed above are referred to collectively as the "Property." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance (the "Ordinance"), Owner hereby voluntary proffers the conditions listed in, this Proffer Statement, -which shall be applied to the Property if the ZMA is -approved by Albemarle County. These conditions are proffered as part of the ZMA and it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. 1. Plan Exhibits, 1.1 Exhibits not in the lode of Development. The following exhibits which are not part of the General Development Plans or the Code of Development are proffered as a part of this rezoning: ■ Exhibit 14 Archaeological Survey Summary Exhibit 15 Architectural Reconnaissance Survey 2. Affordable Housing, 9.1 Cash Contribution. Owner shall contribute to Albemarle County a minimum of one thousand dollars ($1,000) per single family detached dwelling unit, seven hundred fifty dollars ($750) per single family attached or townhouse unit, and five hundred dollars ($500) per multi -family condominium unit. The cash contribution shall be due and payable with each application for a building permit. This cash proffer shall not apply to Carriage House units or multi family rental housing. This cash contribution shall be used -for the purpose of funding affordable housing programs including those provided by nonprofit housing agencies within Albemarle County. Ifthis cash contribution has not been exhausted by the County for the stated purpose within tan (10) years from the date of the last payment of the contribution, all the unexpended funds shall be refunded to the Owner. 2.2 Carriage House Units. Owner proffers to require through the ]at sale contracts on the Property the construction of a minimum of 103 Carriage House, Units on the Property that meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Cade. Each Carriage House Unit shall conform to the Code of Development, Appendix A,* Carriage House Units, General Standards. Each Carriage *House Unit shall be on tic same parcel as the primary dwelling unit to which it is accessory. Carriage House Units may not be subdiifided from the primary residence. The subdivision restriction shall be described an the plat creating such parcels and be incorporated into each deed conveying title to such parcels. 3. Open Space and Greenways. 3.1 Open Space The O)Nmef scall restrict from development all open space areas which are areas not shown as development parcels on the General Development Plan. In no event shall the total area of open space areas, which include the preservation areas, conservation areas, greenway (defined in 3.2 below), buffer and park areas shown on Exhibits 5A, 5B and 5C of the General Development Plan, be less than twenty-five percent (25%) of the total laud within the Property. These areas shall be for the use and enjoyment of the, residents of the Property, subject to the restrictions that may be imposed by any declaration recorded as part of a conveyance of these areas to abomeowne'r's association. features to be considered in the development of the proposed subdivision. The plan shall be approved by the County Engineer prior to final approval of the subdivision plat. The Property within she subdivision shall be graded as shown on the approved plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot grading is not consistent with the approved grading plan. The plan shall satisfy the following: (a) The plan shall 'show all proposed streets, building sites, setbacks, surface, drainage, driveways, trails, and other features the County Engineer determines 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 that surf assure t ace 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 gawns) shall not exceed a gradient of three (3) fact of horizontal distance for each one (1) foot of vertical rise or fall (3-1). Steeper slopes shall be -vegetated with low maintenance vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) fent of horizontal distance for each one (1) foot of vertical rise or fiffl (2:1), ' unlessfin the County Engineer ds that the grading recommendations for steepe"r sl(opes have adequately addressed the impacts. (e) Surfaice drainage may flow across up to three (3) lots before being collected in at storm sewer or directed to a drainage way outside of the lots. No sLuface drainage, across a residential lot shall have more than one- half (1/2) acme of land draining to it. (g) All drainage from streets shall be carried across lots in a storm sower to a point beyond the rear ofthe building site. 6. Preservation of Historic Structures, Sites and Archaeological Sites. 6.1 ArebacclogLcal Survey- A Phase I Archaeological Study for the Property shall be submitted by the Owner to) the Director of Planning for his review and approval prior to issuance of a grading permit. An archaeological resource treatment plan shall be submitted by the Owner to, and approved by, the Director of Planning for all sites in the Phase I study that axe recommended for Plhase H evaluation, and/or identified as being eligible for inclusion on the National Register of Historic Places. If a Phase U study is undertaken, such a study shall be approved by the Director of Planning and a treatment plan for said sites shall be submitted to, and approved:by, the Director of Planning for sites that are determined to be eligible for inalli ' sion the National Rogister,of Ilisforic Places and/or those sites that require a Phase III study, A in a Phase IT study, a site is determined to be eligible for nomination to the, National Register of Historic Places and said site is to be preserved in place, the treatment plan shall include nomination of the site to the National Register of Historic Places. If a Phase M study is -undertaken for said sites, such studies shall be approved by the Director of 3.2 orccli-wav: The Owner shall dedicate and convey to Albemarle County, upon demand by the County, a strip of land no loss than one hundred (100) foot in width and adequate in width to accommodate the construction, maintenance and use of a ten (10) foot wide pedestrian trail alofig the Rivarma River from the Property's boundary with Dunlom Farm (Tax Map 62 Parcel 16-A) to the, Property's boundary with the Southern Railway right - a -f -way (as it exists on November 19, 2004) (the "Green -way"). The precise location of the greenway shall be mutually agreedupon by the Owner and the County, and such agreement shall not be -unreasonably withheld. The Greenway will be conveyed in the form of a general warranty deed and the Owner shall bear the cost of a survey and preparing the deed. "'Upon request by the County, the Owner shall also contribute ten thousand dollars ($10,000) cash for application toward the cost of constructing the Greenway according to the County's current standards for a class B trail, Such contribution shall be made by Owner. within 30 days of receipt of a written requestby the County. If the request is not made within seven (7) years from the date of submission of the first final siteplan for Phase L 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 Fluids are contributed to the County, all unexpended funds shall be refunded to the Owner. If the green -way is not used for the purpose for which it is dedicated within ten (10) years from the date of dedication, the County shall transfer the land back to and for the -use of the Owner to be used as open space. The Owner will provide a pedestrian connection to the Greenway through the Belvedere Community's internal trail system, as illustrated in Exhibit 5A, 5B, and 5C. 33 Greenway bridge: Within thirty (30) days following request by the County, Owner shall contribute ten thousand dollars ($10,000) cash for application toward the cost of constructing a pedestrian bridge linking the Riwmna River Greenway in Dunlora (Tax Map Parcel 62F -A3) to RiverRim, (Tax Map Parcel 62 -D1 -IA), thereby allowing neighborhood residents access to facilities in Pea Paxk and other portions of the Greenway system. If the request is not made within seven (7) years from the date of submission of the first Enal 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 refimded to the, Owner. 4. Road Construction and Reservation of Right-of-way. 4.1� North Free State Connector Road. The Owners shall dedicate upon demand by County ounty a one hundred (100) foot -wide right-of-way to public use as shown on Exhibit 2B of the General Development Plan and labeled "Reserved Road ROW", Where less than one hundred (100) feet of right-of-way is available on the Owner's Property (Approximately the first 800 feet from Ric) Road), the Owner shall dedicate the available ble right-of-way. Fee simple interest shall be dedicated by the Owner within six (6) months following receipt by the Owner of written notice of demand by the County. The Owner shall pay for the costs of surveying and preparing deeds necessary to complete such dedication. The County must accept the dedication within twelve (12) months following its demand for dedication. 4.2 Future North Free State Connector Extension Road. The Owner shall dedicate a one hundred (100) foot strip of land along the Property boundary with the Norfolk' Southern Railroad as shown on Exhibit 2C of the General Development plan and labeled "100, Reserved Road ROW' for dedication upon demand by the County for the purpose of constructing a road *that extends the North Free State Connector Road northward across the Planning prior to land disturbance within the study area. All phase 1, Phase 11, and Phase III studies shall meet the, Virginia Department of I-Estoric, Resources' Guidelines for preparing 0 Archaeological Resource Management Reports and the Secretary of the Interior's Standard and Guidelines for Archaeological Docnimentation, as applicable, ant] shall be conducted -under the supervision of a qualified archmoologist who meets the qualifications set forth in the Secretary of the Interior's Professional/ Qualification Standards. All approved treatment plans shall be incorporated into the plan c)f development for the site and shall be adhered to during the clearing, grading, and construchon activities thereon, 6.2 Potential Artifacts. Should Phases I or H or III studies yield objects or artifacts of archaeological significance, these objects, shall be conveyed to the Virginia Department of Historic Resources (VDHR) for long term preservation, Should Phase III fieldwork yield subsurface architects al features and artifacts related to 18t"_ or early 190' -century domestic occupations at Free State, and should tba;se sites be deemed archaeologically significant by archaeologists with the Digital Axclaacological Archivc of Comparative Slavery (DAACS) based at the 'Thomas Jefferson -Foundation, these artifacts will be submitted to the archaeologists at the Thomas Jefferson Fmundation for analysis and entry into DAACS prior to being conveyed to the VDBR. The Owner will be solely responsible for conveying all artifacts analyzed by DAACS to the V`DHR within thirty (30) days of receipt of -such artifacts. 6.3 Roadside Markers. Upon rcqpest by the County, the Owner shall contribute up to five thousand dollars ($5,000) cash to fund the cost of creating and installing two roadside historical markers as described in section :5 of the Code of Development. If the request is hat made within one (1) year from the date of approval of the first final site plan for Phase 1, this proffer shall become null and void. If suich cash contribution is not expended for the stated purpose within by o (2) years from the dlate the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. 7. Phasing and Mitigation of Impa(et. 7.1 Phasing. Phases of Belvedere infrastructure will be constructed sequentially beginning with Phase 1, then 2, etc, This proffer shall not restrict the Owner's ability to develop multiple phases concurrently nor shall it require the completion of all buildings and other improvements in one phase before beginning construction ori the next, 77 Mitigation of Construction Draffic Impact. The Owner shall neither establish, nor allow to be established, ingress or iegress for any vehicle, heavy equipment, or hum machinery or farm equipment to and t-om the Property except at the intersection of the alignment ofBelvedere Boulevard and East Rio'Road, as shown on Exhibit 2B, and from the northern segment of Free State Road that crosses Free State l3ridge, as shown on Exhibit 1, of the General Development Plan, or on any public street shown on a final subdivision plat that has been constructed and accepted by YDOT or bonded for acceptance by VDOT. For purposes of this proffer, the term "vehicle" means every device on or by which any person or property is or may be transported or drawn on a highway, except devices moved by human power or used exclusively on stationary rails or tracks, that are used in the construction on or below the Property, including all improvements placed on the-propeity by the Owner, its contractors, subcontractors or agents. The term "heavy equipment!' means self-propelled, self -powered or pull -type equipment and machinery, including engines, weighing Eva Rivanna River. The Owner shall dedicate right-of-way within six (6) months following written notice of demand by the County. Such reservation shall remain in place through December 31, 2025. The County must accept the dedication within twelve (12) months following its demand for dedication. Should this road be removed from the Albemarle County Comprehensive Plan, said reservation shall becom'a 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 Block 2 Development Plan. Approval by VDOT and the County Engineer must be secured prior to final platting and road plan approval in Block 2, 4.3 Free State Road Right -of ay, 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 loss 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 wiffiiii two (2) years from the date of dedication, the County shall transfer the landback to, and for the use of, the Owner. 4.4 Connection to Dunlora Farm. The Owner shall dedicate upon demand by the County, a fifty (50) foot wide right-of-way extending from Road D to the property line at the eastern torminus,of Road J, as shown on Exhibit 2C of the General Development Plan. The right-of-way shall be conveyed within six (6) months following re6cipt of written notice by the County, fee simple, in the farm of a general warranty deed and Owner sball bear the cost of a. survey and preparation of the deed. The County must accept the dedication within twelve (12) months following its demand for dedication. If the dedicated land is not Used for the purpose for which it was dedicated -within ten (10) years from the date of dedication, the County shall transfer the land back to, andfor the, use of, the Owner. , 4.5 Fairview Access. The Owner agrees to provide to Fairview Swim Club, owner of a -fifty (50) foot wide access easement from Belvedere Drive to the edge of the Fairview Swim Club Property, (Tax Map Parcel 61-160B and 61-1600) to facilitate vehicular access to the existing Fairview entrance or in other such location that -is Mutually agreeable to the parties and in conformance with applicable County and VDOT regulations. The Owner shall grant easement Within sixty (60) days following approval of firtal 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 requirement of this section (hereinafter, the with the application for each subdivision of Property into single family detached lots and single family attached dwelling units shown on the General Development Plan. The plan shall show existing and proposed topographic thousand (5,000) pounds or more, primarily employed for construction, industrial, InRlifiT.11D, mining and forestry usEs- R Code E nfarcement 8.1 Architectural Standards -The Owner shall prepare and record a declaration of covenants, conditions and restrictions that among other things, establishes architectural standards equal to ormare stringent than the architectural standards in the Code of Development, and establishes an Architectural Standards Committee ('ASCII): The declaration shall include among thapowars and duties of the ASC the authority and responsibility to determine that each structure within the Property, complies with C applicable architectural standards before submitting the proposal to the County to conduct its review for compliance with -the architectural standards established in the Code of Development 0f wnCrs: Printed Name's of Owners: Date. Dn i ora LLC by Ruhrrt'HumerHo eslac. Manger by: "Ra � !Ha by CH r amcs r, hy CH oZ— StaueHiius, a by ft I Hvrlry on Sprouse It G'.'Lcvenxon Charlokne G. Levenson Signature of Attumay-la-Fuct FjinledNama OAHomay-in-Foca ENGINEERS A SURVEYORS PLANNERS AsSOCIATES PO Box 4t 19 3040 Avctnore Square P1. LynAbug, VA 24502 chadwt­ille, VA 22911 Phone: 434.316.6080 Phone: 414.984.2700 WWw.WWdS,,matCS.11et ISSUe Name Date Proffers 11/02/17 N" Lu! C') C) 0) UJ rK C\1 C\J LIJI rQ < (D Z LiJ E > ISSUe Name Date Proffers 11/02/17 N" 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) .0 ENVELOPES. THEY DO NOT REPRESENT THE TRUE SIZE AND, SHAPE OF MANHOLE R/W RIGHT OF WAY THE BUILDING. ACTUAL BUILDING DIMENSIONS AND FACADES WILL BE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC BOLLARD SHOWN ON FINAL SITE PLANS. - RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT ADJACENT PROPERTY LINE O BORE HOLE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL UTILITY NOTES ADJACENT RIGHT-OF-WAY (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE BUILDING COLUMN ❑D - - - - REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 1. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES oU) � REQUIREMENTS OF THE PERMIT SHALL GOVERN. aaF- 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. ❑C DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST 2, 3' MIN.. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER NAIL SET NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN 0 CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" VEHICLES PER DAY ADVANCE OF THE START OF CONSTRUCTION. BLIND FLANGE THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO HIGH DENSITY POLYETHELENE NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE NOT IIN CONTRACT CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR STORM DRAIN MANHOLE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN WATER UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS OHCT BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. DUCTILE IRON PIPE FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN SQUARE GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE Q ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE BENCH MARK CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO OHT INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. f� CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED STAINLESS STEEL OWN SATISFACTION. UGT SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 4. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM ❑E THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE INVERT AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN > SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR ELECTRIC TRANSFORMER ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND WATERTIGHT GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE EASEMENT CONSTRUCTION AND GRADING ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW 0 MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS Q ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF PROFIILE GRADE LINE FOR APPROVAL. STATION UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND BUILDING SETBACK LINE EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST EASEMENT SANITARY SEWER MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). FLAG POLE STRUCTURES. POWER POLE WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE 5. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE YARDS TO BE ACHIEVED. GAS MAN HOLE 0 FINAL A COUNTY AND ARE TO BE MARSHAL PRIOR T APPROVAL BY THE 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE EASEMENT STORMWATER MANAGEMENT INSTALLED ACCORDING TO COUNTY STANDARDS. GAS METER PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT EASEMENT UTILITIES VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A CURB & GUTTER AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY GAS VALVE BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL JUNCTION BOX STANDARDS AND THE PROJECT SPECIFICATIONS. EASEMENT WATER 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 CAST IRON PIPE SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE FENCE BARBED WIRE APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME LATERAL DRAWINGS. GROUND LIGHT OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT 8. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE GUARD RAIL LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR CENTER LINE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND GUY POLE OF ENGINEERING, OR THE DIRECTOR = S DESIGNEE, IT IS DEEMED 0 0 SEWER; AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. FENCE CHAIN LINK 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 FENCE WOOD CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. FORCE MAIN GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO 10. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE 0 SEVEN (7) FEETALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS 11. WITHIN FOUR FEET OF ANY FIRE HYDRANT. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. POLICIES JULY 1998; REVISED 30 JANUARY 2003 9. WHERE URBAN 12• ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE FLUORIDE CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES GAS UNDER GROUND BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED GAS SHALL CONFORM TO VDOT CG-9(A,B OR C). LIGHT POLE ON THE PLANS. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL TOB DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). MAILBOX 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 OHE DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. MONITORING WELL ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED ELECTRIC UNDER GROUND AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS UGE TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE MONUMENT FOUND SPECIFIED IN GENERAL NOTE 13. DIRECTOR OF ENGINEERING, OR THE DIRECTOR = S DESIGNEE, IT IS 15. ALL PIRNATE 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 STREAM CENTERLINE OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION PANEL POINT 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. POWER METER AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND ROAD CENTERLINE 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, POWER POLE SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR FM SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE SANITARY FORCEMAIN 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. 0 0 ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) (D 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 19. APPLIES TO. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA �$ "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC SIAMESE CONNECTION DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE TOPO MINOR CONTOUR CONTRACTOR'S EXPENSE. SIGN PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF TREELINE THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SPRINKLER HEAD 0 OHUI SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED UTILITY OVERHEAD O LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. UGU UGU THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT W W WATERLINE VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR U TELEPHONE MAN HOLE(i) TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL - - - - WETLAND LIMITS ❑T BE NULL AND VOID. ❑T 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL TELEPHONE POLE BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE THE SYMBOLS MAY VARY FROM THOSE SHOWN. DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE ® 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT TEST PIT 61 ACCESS. z 17, USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. TRAFFIC JUNCTION BOX JQ 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND Q TRAVERSE CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND UTILITY MARKER POST RE OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN CO--) UTILITY POLE ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF VENT PIPE 0 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, OW WATER MAN HOLE THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION WATER METER TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO WATER VALVE 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. EX SYMBOL LEGEND NEW EXISTING LINETYPE LEGEND .0 BENCHMARK/FFE MANHOLE R/W RIGHT OF WAY BUILDING OVERHEAD UNDERGROUND c BOLLARD 4) - - ADJACENT PROPERTY LINE O BORE HOLE 0 - - --R/W- - --R/W- ADJACENT RIGHT-OF-WAY - - - -R /w - - -R/w- BUILDING COLUMN ❑D - - - - HB BUILDING COLUMN - - oU) � BUSH aaF- - - BOUNDARY PROPERTY LINE ® CABLE BOX ❑C - - - -R/W - - -R/W- BOUNDARY RIGHT-OF-WAY NAIL SET CEMETERY 0 - VEHICLES PER DAY BUILDING SETBACK BLIND FLANGE CONIFEROUS TREE DIAMETER HDPE HIGH DENSITY POLYETHELENE BUSH LINE NOT IIN CONTRACT DECIDUOUS TREE STORM DRAIN MANHOLE W WATER CAN OVERHEAD OHCT OHCT DUCTILE IRON PIPE DRAINAGE INLET GRATE wi UGCT UGC- CAN UNDER GROUND SQUARE DRILL HOLE Q BM BENCH MARK TELEPHONE OVERHEAD OHT OHT f� ELECTRIC PANEL BOX T S.S. STAINLESS STEEL TELEPHONE UNDER GROUND UGT UGT ❑E ELECTRIC PEDESTAL ❑E > > INVERT DITCH CENTER LINE > ❑D ELECTRIC TRANSFORMER ❑f WATERTIGHT BOV EASEMENT CONSTRUCTION AND GRADING EOP 0 ELECTRIC MAN HOLE Q PGL PROFIILE GRADE LINE EASEMENT SLOPE STATION WWF FIRE HYDRANT BSL BUILDING SETBACK LINE EOTL EASEMENT SANITARY SEWER IRF FLAG POLE PP POWER POLE STD EASEMENT STORM YDS YARDS O GAS MAN HOLE © EQUIPMENT IRS EASEMENT STORMWATER MANAGEMENT GM GAS METER GM STEEL EASEMENT UTILITIES CG CURB & GUTTER D4 GAS VALVE pd JUNCTION BOX PS EASEMENT WATER SW SIDEWALK 0 GENERATOR © CAST IRON PIPE FF FENCE BARBED WIRE LAT LATERAL /\ GROUND LIGHT TBA TO BE ABANDONED GUARD RAIL Q CENTER LINE FH GUY POLE LF 0 0 0 o FENCE CHAIN LINK TBR HANDICAPPED PARKING C.L. FENCE WOOD FM FORCE MAIN H❑ HEAT PUMP Q 0 o FENCE WOVEN WIRE o 0 IRON PIN 0 FLUORIDE LT GAS UNDER GROUND GAS GAS TS&V LIGHT POLE XrC CO TOP OF BANK TOB TOB MF MAILBOX RT RIGHT TYP ELECTRIC OVERHEAD OHE OHE CONC MONITORING WELL ELECTRIC UNDER GROUND UGE UGE ■ MONUMENT FOUND RAILROAD CENTERLINE El MONUMENT SET Fl STREAM CENTERLINE 8 PANEL POINT 8 PAVEMENT ASPHALT POWER METER ® ROAD CENTERLINE - 0 POWER POLE 0 FM SANITARY FORCEMAIN FM ROAD SIGN SAH SANITARY SEWER 0 0 SAN SANITARY CLEAN OUT (D STORM SEWER O SANITARY SEWER MAN HOLE �$ TOPO MAJOR CONTOUR S�P SIAMESE CONNECTION , TOPO MINOR CONTOUR SIGN TREELINE 0 SPRINKLER HEAD 0 OHUI CHU UTILITY OVERHEAD O STORM DRAIN MAN HOLE UGU UGU UTILITY UNDER GROUND TRAFFIC LIGHT POLE rol W W WATERLINE W U TELEPHONE MAN HOLE(i) - - - - - - - - - WETLAND LIMITS ❑T TELEPHONE PEDESTAL ❑T TELEPHONE POLE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. TELEPHONE JUNCTION BOX ® 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. � TEST PIT 61 z TRAFFIC CONTROL BOX 23 lil TRAFFIC JUNCTION BOX JQ Q TRAVERSE 0 UTILITY MARKER POST RE CO--) UTILITY POLE 71) 0 VENT PIPE 0 OW WATER MAN HOLE �J ATE WATER METER WATER VALVE WO WELL O YARD GRATE ABBREVIATIONS WA ® ENGINEERS SURVEYORS > > > PLANNERS AsSOCIATES PO Box 4119 3040 Avemorc Syuarc Pl. Lyncliburg, VA 24502 Charlohe ill,, VA 12911 Phone: 414 316.6080 Phone: 4.4.984.2700 Y1124T Ttp SAN �"SN � so= 011111111111111M -W W W AFF ABOVE FINISHED FLOOR COR BOUNDARY LINE CORNER NEW 7--7 yam; MH MANHOLE R/W RIGHT OF WAY UG UNDERGROUND - - --R/W- - --R/W- E CPP o GV U °' ui oD NBL _ - - U N 2 Lu N t UON UNLESS OTHERWISE NOTED - - - -R /w - - -R/w- D, C W CY CUBIC YARDS HB Lucy>- NF oU) � SBL aaF- VB :�iW°� BC _MCcc U)cm_Co D.I. DUCTILE IRON HC m co U d - WA ® ENGINEERS SURVEYORS > > > PLANNERS AsSOCIATES PO Box 4119 3040 Avemorc Syuarc Pl. Lyncliburg, VA 24502 Charlohe ill,, VA 12911 Phone: 414 316.6080 Phone: 4.4.984.2700 Y1124T Ttp SAN �"SN � so= 011111111111111M -W W W AFF ABOVE FINISHED FLOOR COR BOUNDARY LINE CORNER GALV GALVANIZED MH MANHOLE R/W RIGHT OF WAY UG UNDERGROUND AHD AHEAD CPP CORRUGATED PLASTIC PIPE GV GATE VALVE NBL NORTH BOUND LANE SAN SANITARY SEWER UON UNLESS OTHERWISE NOTED ARV AIR RELEASE VALVE CY CUBIC YARDS HB HORIZONTAL BEND NF NAIL FOUND SBL SOUTH BOUND LANE VB VERTICAL BEND BC BACK OF CURB D.I. DUCTILE IRON HC HANDICAP NS NAIL SET SD STORM DRAIN VHD VEHICLES PER DAY BF BLIND FLANGE DIA DIAMETER HDPE HIGH DENSITY POLYETHELENE NIC NOT IIN CONTRACT SDMH STORM DRAIN MANHOLE W WATER BFF BASEMENT FINISHED FLOOR DIP DUCTILE IRON PIPE HK HOOK NTS NOT TO SCALE SQ SQUARE WL WATER LINE BM BENCH MARK EL ELEVATION ID INNER DIAMETER O.C. ON CENTER S.S. STAINLESS STEEL WM WATER METER BK BACK ELEC ELECTRIC INV INVERT PE POLYETHYLENE SSMH SANITARY SEWER MANHOLE WT WATERTIGHT BOV BLOW OFF VALVE EOP EDGE OF PAVEMENT IPF IRON PIPE FOUND PGL PROFIILE GRADE LINE STA STATION WWF WOVEN WIRE FABRIC BSL BUILDING SETBACK LINE EOTL EDGE OF TRAVEL LANE IRF IRON PIN FOUND PP POWER POLE STD STANDARD YDS YARDS CAN CABLE TELEVISION EQPT EQUIPMENT IRS IRON PIN SET PROP PROPOSED STL STEEL CG CURB & GUTTER EX OR EXIST EXISTING JB JUNCTION BOX PS PLANITED STONE FOUND SW SIDEWALK CIP CAST IRON PIPE FF FINISHED FLOOR LAT LATERAL PVC POLY VINYL CHLORIDE TBA TO BE ABANDONED Q CENTER LINE FH FIRE HYDRANT LF LINEAR FEET PVMT PAVEMENT TBR TO BE REMOVED C.L. CHAIN LINK FM FORCE MAIN LP LAMP POST RCP REINFORCED CONCRETE PIPE TC TOP OF CURB CMP CORRUGATED METAL PIPE FL FLUORIDE LT LEFT REQ'D REQUIIRED TS&V TAPPING SLEEVE AND VALVE CO CLEAN OUT FOC FACE OF CURB MF MONUMENT FOUND RT RIGHT TYP TYPICAL CONC CONCRETE Lu § i ' tf) o o C\lz C) > Issue Name Date CeneraL Notes, Abbreviations and Legend 11/02/17 M "I 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 ONLY WHEN 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 1 -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, GP, 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 1N 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 SUBMIIT 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 STUMPS, 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 CONSTRUCTION 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 DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D U 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER Uj BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. W N USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO co PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. F -- = J CALIFORNIA BEARING RATIO (CBR) OF 10. } 3.9 EXCAVATION Ir _ c>0 - Z 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE �W°g = m CC N SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED cn o = co IN THIS SECTION IS ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED °' °o " 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 '- ENGINEERS MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF SURVEYORS 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. PLANNERS ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. AsSOCIATES 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 PO Box 4119 3040 Avemore SqLIUC Yl. ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH Lyn nc: 43w_i66o 0 Phone:`434'98a.z70o SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. www.wwas,,,c;atzsl,ct 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 MATERIAL'S 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 �, ,-TH op 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 W EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. ic. o. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 90% OF A ASTM D 698. 0A z 3.1 1.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT "ONA'L 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.o 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF Uj ' '', 11- ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A z CALIFORNIA BEARING RATIO (CBR) OF 10. Z cc 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414,E "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. j 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTEDBY THE OWNER AND WW b w ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. L O 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS °C PROJECT. _ : C-5 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 RELATION'S, AS APPLICABLE. _ I 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE W17H 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 issue game Date LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN RILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FEET FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IIN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED) BY WW ASSOCIATES. Earthwork Specif icaticns 11/02/17 -420 Zz T —420 --Z r -3- ET / \ / / \ // 'S�E41�OFFS 410, —410- ---------------- Z j z —T'vP 1 7 J'f 77N��,, HOB\\ \ \� \ \ \\ \ \ \-- \ , -� SBLERr \A Iff t 'F"�16 ff E 7q� . .... ...... X -4 \ - T SPACE P� -7J 4 OPEN �-400 z N,\ 7'- -z Z -A- z BELVEDERE STAT40_N LAND 'TR-UST---� X, 7 ROBERT M. HAUSER &- \ �\ \\ \ \\ \ \ \ \ 7 OWN / \ \ 1 I �39' 0' 7 TMP 61 T5 _4E ROBERT J. KRONER, TRS. 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HAUS REMOV� TREES 8 AS NEED*D T J. KRONER, D.B. -�661 P. NIFEROUS A 'k, (TYPICAL) 6.70 AC \ \ \ \\ \ 1 \ \ VEE\ \ \ \\ \ ) \ \ \ I / co CD NEIGHBORHOOD cr) �\ ` \ \� \ \ / I \ \ \ \ MODEL DISTRICT c\j ZONED \\ \ \ \ \\,, \\ \ ''lyS TREE U LAN PER ZMA 2004-000 \\ \\\\ \ \ \ \` \\,Q \�\%` \\ 21�)UOUS \ \ \\ \\ \ % OPEN SPACE Lr- c\j 14 < \ \\. \` \ \ \ \ \\ \ \ `\ \\Z UNDERGROUND 20.0' TEMPORARY LLJ \TO REMAIN POWER ACCESS ROAD EASEMENT q 48 O \ SEME (TO BE VACAJLD) 0 \`, �X l r l \ \�� \ \ / — , 1� NT ECIDUNS DB 3532 PC 603 AND N\ TREE D.B. 3488 P. -5 8\ 0MITTER LU \\\ \ \ \ \ \ \ ` \ ` \\\ \ \ \ i �� \x30���>\ \ \ 6 BUS� 3.DIP>� \\\\ \ \ \ \ \ \ \\\\\ \ \\ \ 'Qiyy a �)^}- \\ �\ \ 69� � \ IDUOUS (TYP OF 2) \ / \/ � \\ ` r f - l } - - - ' � � ' � \ \ \ \ \.\ \ % ) O G DEC TREE U77LlIY ACCESS 8" OPEN SPAC c/) LU DEC RVATION DECIDUOUS 2, \\`.. 7 TREE 'CO L200 0007 \ \ \ \ \ \ \\ \\, �� i \\ 446 0 LINE ")E IDUdUS TREEI 6"J9 MLNT 6— \ \ \ \ \ \ \ R �T \ \� q \400 01, < DECI TREE DUOUS 45 C) \6 9 X 8 »>��' DECIDUOU� DECIDUOUS 4 TOP=454 TkE 41 -2414<8"D I 4. C TREE CONIFERO S DIP> TREE �)-7-- "-'- I UA T 8 T UNDERPRO CONIFEROUS cv FIR SO RE TREE MLR UTILITIES -4-)u » \ \\ ( - \ \ \ \ \ ER 4 V- RELOCATE TED, \A P ST Rif i IN:V OUT 16P�--f�2.89- t INY��-4-229-)245 v A -4NV OUI­-419.7�-�-�-- Issue Name Date \\ \ OTHERS) ELO J -1-1--r-4 -i I- -i t- It I -I I t I I f- tri- J- t -f -1-T A36 . \\�_ \ \ \ \ \. \� \,- V- , ��— ---- L. ��— -- nAlll—�,— \ 1si:::",' -15�;; L41 N Aj '0 L vv 0 4 :g:01 //v \\\\ -\\ \ XX IN - -------- 00 P -440-8-6- X 5U IN (EX 0 3)=4,34.23\,�� \ \� \ \ -- 2 INV W 56 T 454- Existing �' - R/ ) �Y�,� \�� \ o.c�s , \ Conditions andDemolition DI -3B TO BE - TMP 61-155 RELOCATED P5Q b o T z�z\ �.;::'''''< \ ";:.....:..\ qs \ lan CHURCH OF GOD ''��� \ �' ���\ \-�62 \ 11/02/17 THURMAN HENRY, RAY D. HENRY, HAROLD L. HAGA TRUSTEES D.B. 1 4 P. 6,35 6.91 AC ZONED: COMMERCIAL OFFICE USE: CHURCH TMP 62G 1 A BELVEDERE STATION LAND TRUST X.. ROBERT M. HAUSER & > Nl� C 1 0 4 ROBERT J. KRONER, TRS. O.B. 3661 P. 56 15.29 AC ZONED: NEIGHBORHOOD MODEL DISTRICT USE, OPEN SPACE \ \ 3 UI O 0 / O O 03 O M O N It •ii C i U 4) F-- O N 420 / / OFFSET z\ ----41 \-�CLVFOERE STATION--LAND--TR-US-Z- / / / / �G G ROBE` S M�AUSER & _ KRONER, TRS. 400- ` / \ / \ / / o�� 3661 �- ::::.\ .; :.:_ \\ \ 400- ZONED: NEIGH 30F M' DQ MODEL DIST \ \ USE: OPEN SPACE PER ZMA 2004 Q007- 7 > IF THIS DRAWING IS A REDUCTION TMP 61- 4E GRAPHIC SCALE MUST BE USED BELVEDERE STAN LAND \�\ \\ \ \ \ \ \ \ \ \ ✓n/ SRq \ \ ✓ \ 390 \ J ROBERT J, HAUSER - / a , C \i► � � -` \ � �-V -� \ \ \ / / \ ROBERT J. KRONER, TRS. `'� � � / / / / / SCALE: 1 = 40 61-P--56 _ \ 0.16 AC -� - --` ��\ \\ / `- i -�\\ \\ '� '--- % -�" 6NED-NEIGH13ORHO00 MODEL DISTRICT A--9, TOP=42Lf-90 �--�- !\ \ \ ��\ Oji i \�\ \ 1 \ -USE: UTILIT\ , , mi - =418.16 <8 PVC> \ \ \ 400- ( TMP 61_ 154 _f �- ��\ �- \\\\ % d / % 40 {i 40 \\ y \ \ \\\ \\AUT (-8=4T8�Os8"P�� SENIOR CENTER- \ - -, �d / \\ \ _- _- A-8 TOP=428.62-- __-_ -`--- 400 ( RPORATED -- \ \ \\\\ (z 10� \ N (A-9)=416.4PVC> � o"W ° �\\\ \ A�10 T P 0. 4 D.B. 4147 128 N 4°1 1 4 � 5.91 i' --- OUT (A-�_416_5� �8 PV�_� -- 4105 <8�P-VC>-- A _ - ✓ \ \�\ \ / \ l \ 0 18.91 �'PVC> ONE NEIGHBORHOOD - -,-,yam \ 97.44= vs \ \\ \ \\ \ - SEL D7 _ --- \� - - �� - j SWM MAINTENANCE \\ \ 50` 33 _ '�� SATELLYI t DISH ��� \� \ \ \ \ \ USE: VACANT -- - 1 LREAR B L-- = p _-- -- 7--T- = 6.9�\\ ESS- D -- _ --MP OF 4) SANw€EAs�EMrT - - - - --_<_ a o--p,8-�4CEESs -Q \DETAINN G � \ ` / � D3 --35-32--P. ___ , - _ _ c�- � �\\- _ � � 6 E�4S�6�IENT_ �6 �=�7. 5 10 � o \ \ \ \ / � � / v \\ \ S WALL X20\ \ �' / i - --R-100 (A 47 4 0 � DFP> / / l l p�q,)( TIS\ -424 - -- X432 ' J GARDEN _ X00' _ �t=5--SHED-AREA-_� _ - - N X69' AS\\L�I-N\ �f ,� / 6 = y kv��v �FS�''\ ��\_I_ - \ 2� \� �\ =t(� \ \� \ \ j / l l/ \\ \\ 7 8.\354 \� y 440 y 459\\ / yLINE-MtX \ G 1 -GRAVEL ! / 4 OUTDOOR � � , � N (TYP) , R • � \ � � �- / / / / / I \ \\ SHOULDER r'� R-5 ECREATION LAWN _ _ _ R / = �) )\ \ \ \\\ R -\\ i - / D-2 \ \ ARFN\\ D % ! \ '\ I R 5 ' / w `/moi` - \ J b \ \ \ \ 35' X446 / ( \ R-727.50 �� \ A .. x •D � I ♦ � , --t ' � _ ,, / ? \ \ DRIVEABLE \ so 2 3 �74 (� R= �� AS H SURFACE FOR \ OUR I I R -� \ / P L E UTILITY ACCESS \ PAR G� �, TD I o\\\\ \ P of 3 Y R=2.72 FIRE ACCESS I \ \ 1I 7 \ , ( ) y�y LOT _ CIR / POND / / \ \ 8.0� , G\� TO R-4. I ' ( ✓ TMP'J2E D 1 / O /� \ I / I / (SWM FACILITY) / I ROBER/T4U ER OM IN / / \ \\ �F\ \ 35 a:. ra•GQ- \ PRECAST I ' 1 / / D.B. �-� o P. 108 __ '� \ \ P1 K G STOP I I �/ l u3.35 AC (( 1 \�\ \ \ L\ R= '� R = , v� R=4.52 R=821. B C //TYP �� cZ �, I 1 ( ( I I I /' 1� / / )� O D/ 1 a '...':: •. .. ` ' l Z U617: ROPERESPACEI I / o / \ \\ \ \ \ B - 448 \ R=947.50' \ R=487.50 9 0, >�:) .. D; . 61.8.3, I I '/�� / I / 8=4.57 I ~/ R=5 o I \ o r D.. � �^� G STOP 1 I1 / / I I o o ? O t R=25\ h� ` I I I' EXISTIN SWM P) ) d ,l `� GARD N (I I C(uTY ASEMENT I I I \ \ \ \ \ R 2 \ 6 R 2 co \ ;, \ I D.B. 3532 P. 603 R=4.5 R 8 1.50' =4.52' N ;> AN I I I I I \LA N / t I I TMP 61-158 I / \ / \ \ O \ C VERED I I BELVEDE TION l / - , D I ' I I LAND TRUST - _yy R=887.50 33.0 DROP OFF / I ' I - \ `. R-�1. I J I ROBERT M. HAUSER R 1�� \ CG \ \ FLUSH r; _ - / / 4- l P) , / f ROBDRB. 366ROPE KRONER, s \ \ \ \ rI).p 1 1 CURB l / � : R 4.57' ,/r / i 6.70 AC \ \\ ,�IDVI ZONED:MODEL DISTRICT _ , 17 ' I I USE: OPEN SPACE \ \\ \ \� \, r 20.0' TEMPORARY \ , PER ZMA 2004-0007 \� \ \ O R- 4 1\� UNDERGROU D \ " . 4q8� G \ POWER R_5, ACCESS ROAD EASEMENT \ \ \ \ } ASEMENT ai'y (TO BE VACA(ED) I S 5� 0 42� 6 I / / / / =4.57, DB 3532 PG 603 AND I s�N 16 -41.� PERGOLA D \ D.B. 3488 P. 552 \j )4 PHASE 1 T RS) 4 \ \ \ , UTiL Tr cC ss \ / THE CENTER DOMESTIC \ \ \ \ �\\ =ion' C� 96 s 9' P o 2 , FFE=437 WATER ` OPEN SPACE \ \ \ \ \\ \\ \ \ 6 6 O R 1 $,�., SUPPL \ �\ I �R MRV 2004 0007 ?,,, ENTRY/\ GAS LINE \ v ' 1 �... , \ �, , `LANDSCAPE,L I ` \ \ / \ \�11NN \ \ 6' S G R 2.69 EMENT \ 1 \ 30a_ PARALN_EL� / \ OP \ HARDSCAPE 1) 13 35 \ \ c\ 400 \ \ 'Qi > \ Q AREA P. 459\ \ \ \ \ \ \ \\\ �ARKING w \ \ \ G W/No -, R-100 PERGOLA \ {(A-�=41 .24 <8'DIP NCH 3 1 (BY OTHERS I \ t Il\(A-4.1)= 13.14 <8" vC> ' '' 4 C��ISELED ° 72.13 F ` \IT SQ RE (A�3) 472.18 < CROSS*ALK \ \ \ \�) \ \ \ 0� R \ TRAJ�(S MER \ \ \ I I ' - �- ' \ \ \ \\ `45 ' V 10/ IN 8 "-�, \ �. �\ FIBER' C ` \\ 02 406- ' (n -4-11s a�2 35sT 410-f IR - - T0�412 �/ l / ( / -440- LI 440- �-� INV OUT=419.28)-, 0 , � CG -12 \ .� r_ - \LK R=-1�?0� o - 1fC�V OUT=419.7,6-)^ W C B R=2 /�- \ . -Rt--- a j \ w REL OIV�Q -�` - _ -424_ s H A �fO - 2�j 0� �`-' a� ' - TT _ _ �1J\� / = 4 7 �8.'DI P> J /LO =37_-- \^a a _ E�ISTIN� � 36 = - / , /-2T5.-460- \ \ \ \ \ / - a� � . \ 6 -c S p 7 .. -j7 OP=+2� 74- 430 OUT 4W8 <8"DIP> �1 4 J - \ \ 6 \ \ \ i �\ \ W OP AS S�f�WN_ _ CCESS E NLF _ -INV=404 4-7 $ INV T X9.32 \ \ \\ \ \ \ \ \ \ \ \\ / \ \ \ \ \ _--'`\ / k, \ "\ \...... <k\ ( 0I _3) 2Q = D SAS RF �Nb OUL=42_85-= / rvC C _� % - 74 OAS , 438 -/ O\ WAr R LIN , - / _ - A --� ' L \\ \ C -- \ \ \ \� \ _ EX � �` -- -- --11 �fi' -4A GAS \ \ \ \\\ O �1 �%� ry \ \ \\ \ \ \ \ /'� o R/w �oP7.-SSINALK: ,.c -- �•�\\\ \ \ \ \\\ TOP IN 3431.25 - .i \ k D-1 i R INV 11V=4 .84 // _�NLF = - �! ° m VI OAS \ \\ \ \ (NV=423.45 w NV QkI`(=4 /� TQP=46:76 _ ' \ \ \ \ \ \ \ BELVEDE STA TRU,3'T - 4j6 �� \� 0 -431 \ W W li w R=2 INV o��---4 _ 12 DIP WL R� / \ \ RO RT J. KRO _ �_ 0 428 ) -�- W_ TRAF C RATED y x \ \\ D.B. 3661 5 , \ A \ \ \ \ 430 --- t(A- • { ��� -= �� Ft�4ME AND- GOVE= =454' �\ \ 15.2 A�\ 434 ` 2 /W �� ( -- . N \ ZONED\NE OD M L DISTRIC \\ X36, \ / \ 434 a36 �.� N R ' R/ (X� v� _\ 4 \\ \ \ USE: 0 SPACE \ W \ � \ 440 ----__ �' -- ,-� \ � ! -- - VN W - -� � \ h0 .: • \\\Q\ \ � `C. „ / \ \ \ \ CO fiMf2 61-56 /W r' T \ ( T P a�- _ -J \c , \\ \ \ \ \ \ \ �EONVENANT CH(0REH-QE GOD ) S - .2 TDP 439.55 � (\� ��x k^�^p_ -4.82 =2 � �� C \\�\ ERNESTO V. DEOMAMPO ETAR� A6 1� (A .3)=431.80 <8"PVC> (�/�(\ a {NV ily/(EX�S- �� \ \ \ \ \ o D.B. 18-04 P. 675 0)T ( 4.1)=431.70 <8"D/P> _ 450--tNNk� IN (EX D )-434. �_ \\\\ . \ \ \ \ \-- �EX D 12 ( � 060 INV T 8_� �^ a TOP=436.38 ( K 452 3 B ZONED: COMMERCIA 0 : \ � Y /�- \ \ ) \ INV IN=430.51 y r xx x x Kxvx� '-�-__ `t�SE-T2EDENTI \ ,AINV\ 454 0 UT= 430.44 PROVID N ( a \ \ \ \ \ \ \ \ T IC RATED -1 Ex D-4 \ ) �-N'�TG E F ME AND COV \TOP=436.42 XI DI -3B INV IN (EXE D -4A)=429.976 \ \\\ \\\ \ TOP AS SHOWN %`�\ \ \ \,N v IN (Ex 12)=430,20 .� �• INV t, (EX D�4B)=429.97 TMP 61-155 CHURCH OF GOD \ ( > INV t)UT=417.34 / v o THURMAN HENRY, RAY D. HENRY, HAROLD L. HAGA TRUSTEES / I �--p \ 111 � D.B. 1 134 P. 635 �� \ \ {� \\\\ k6k \ .\ . ( \ EX D 12A 6.91 AC } TOP=436.98 ZONED: COMMERCIAL OFFICE \ USE: CHURCH \� \ } INV OUT=430.93 TMP 62G -1-A BELVEDERE STATION LAND TRUST �} ROBERT M. HAUSER & \ \ ROBERT J. KRONER, TRS. C i\t l D.B. 3661 P. 56 \ 15.29 AC \ ZONED: NEIGHBORHOOD MODEL DISTRICT \ 61 - USE: OPEN SPACE U a E o U wLu U iiFN i ¢LLJQ� cn1,>� D (n 111 L = J 2 wc7>- =cnC z co P - Lu _ co CC N �Cj O = m 00 ao U 'T ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 , Avcinore Squire Pi. Lynchburg, VA 24501 Cl-loue'ville, VA 33911 Phone: 434.316.6050 Phone: 434.954.2700 \-w. 1G. 0 LLJ 0) OJI z I � > LUujLLJ LU 02, 0 \ L O c i All, _ Issue (Name Date Site Layout Plan - Phase 1 11/02/17 0105 E O = ///� / 420 ,.a 3 / OFFSET 410. --410- o Cc',, s ROBER I� M-li usER & i �/� / / / SRP r / �7 Q � Q 7OBL�t_661-P--J-T-Rs. 400-_____ �/ / / / �o�l� / / e~n W 400 ZONED: NEIBOF+4Q-OD MODEL DISTLi L'u co \ \ USE: SPACE PER ZMAz< ¢ o _ I _4 fin, IF THIS DRAWING IS A REDUCTIONLu � TMP 61- E /% GRAPHIC SCALE MUST BE USED � o Q BELVEDERE STA-FQN LAND S7\ , i / / / m m U co ` L I (( 390�wvti\ \ ROBERT M. KRONER, TRS. `- T wN � � \ / / � �- � � � � � / SCALE: 1 " = 40' J 1\ \ \\ \ \ \ -=r _ / \ \ '= / \ -8: 8. X5 -61-P- 56 0.16 AC TOP=42H 0E) �� - - \ �` M v _�/ �� \� /\ / = i \ \ !� �_ E:EUTILIP_\_ BORHOOD MODEL DISTRICT / 1 ' // , ' ENGINEERS X - =418. 1 s <8"Pvc> \ \ 400 �- �- \ �` - ` \US \ \ 40 0 40 a ( NP 61-154 \ �\ \\�UT ( -8 =4f� o__< -"PVe->- \ - P \ -.SENIOR CENTER- I / SURVEYORS \ \ \ \\\ - AroP=T28.6� 400 �-=- - // \\ / / / / PLANNERS \ �- 410 \ _ -1-4 -- ---v ` ----� -- -� �' % \\ \ \ A\10 T P 0. 54� D.B. 4147-P-_ 128 - OUT (A-�41�5� PVA __ �` N 4�1 1'40 \ \ 5.91 J I = _ __ _~-- - \ \ ASSOCIATES 1 (�(1 V41-9_05 <S�VC>� \ \ \ \ / / ___ 97.44' �_ �-- � ONE NEIGHBORHOOD ' /„ `�-��. - --_ \��� SATELLYI t DISH - �� \ \ l '/ / I ` / l / Yo Box 4119 ;o+o Avemore Square Pi. \ 0Q 18.91 ��'PVC> 50`28 33� / T \ L D7�R1 d \ % / / i � "hbur vA 24502 C1.d a iI[,, vA 33911 \ USE: VACANT 113''' �_ �0' R64R 8L - 1 --TO P= 6.9��\ i iLYP OF 4) / / / / / / l Yno,t: a,a.;1s.60s0 Phone: : 4_+9s4.27o0 /�` 33 1-7'--9r, rn^ _---73�--- > ` ``�`F2 y�+�<gCa>--- f lora-.tc-rvassocl:,te5.n�t \ \ \ \ \ \\ \`SEWER-EA1gEYT GR oCt� (Ac61 S �� <_ 410 i� - - V �R[T INGG \�� = D�-35 "P. ?�74 _- _.-C' -. \\\ _ 6`- - A 6 TOP_-- 7. 5 1v �-(A CJ- 41- 50 X8"5 P> \\ \ \ s \ WAS - - -- _ _ \ \ s - �° "�33 3B> _' 420 GR �x _� x -7c---424 432- GR o 9' E EIV I \ \\ \ \ 8.\354 15 S = `�/ `��' �'G 440 R \ \ \C�\ 459,S353943. fi' D \ ` G0 GR __ -GR UOS ND- \/ \ 434 _ GR /\ '\\45. '' C - gam• -� 36 C N (TYP) \ \ \ R GR RR \ 5� �36. 8 9' \ STC 39.3 \ / \ 44. 1 �- 40:9 GR / / GR 4.8 35.94' �\GRG GR \\ \ \ k-446 Tc_ Q3? � \ .A" ......ti. '•,. / / 1`l, �-(/ / \\ \ \\G / GR 37.75 3 \ D \ I I ' I I ' UTILITY AC ESS / 1GR 7 GR .. �s8 36.52 OF 3) G Y 9.31' ;''.,• 34.38 3R 36.64 P GR GR R GR �\ t I I I I i l I� II / POND ' ( 1 / ITP' ,52F DV 34.45' >• :.. D: I / (SWM FACILITY) I \\ \ \ R \ I / ROtER f 4USER b(OME , IN GR,7 GR .." '. °.. ,:... I � � f � � l l I � D.B. 0 P. 108 � / \ � \ � TC 1.15 , . , `•,:. ' . 4.6 \ J � ' / l l / l � '7 1 IZO�Eg-`Rx4.35 REtCS ID"ENTIAOI \36.41 H 34.70PA GR i r' � \\ \ \ \ \\ -448 TC GR 3 GR 35.64' G 8.4 O 41 \ GR :->D GR 6' / I / \ G \ EASE ENT �" ... 1 � � . � \ \ \\ \ \ \\ GG 40.58\ \ 37 64' o G GR D • .:,' I `. \ I I' EXISTI71ASSEWMNT 1C. o\GR q • 36.66 I ' iFACILITY CGRGR GR \ I D.B. 33 \ \ \\ \\ \ A 1 TC �z TC 38.24' GR 35. GR \ I I -17 TMP 61-158 Q I I BELVEDE#E TION l ` \ \ \\ \\ \ \ \ \ GR 34.41R LAND TRUST \ \ \ 4, GRA / I / i I ROBERT M. HAUSER & 38.05 � D >: GR _•..+. J 36 4' . R 4 9'p -`' / / ROBERT J. KRONER, TRS. \\ \ G GR GR �1 _... �� �. �. I l D.B. 3661 P. 56 b A D , � � �. • 36 1 , . / I € \ \ \ \ \ \ \ > \ C T 'R r n GR 5' GR D. ZONED: NEIGHBORHOOD l / l l / % / € a \ \ \ ted\ \\ \ \ 35.79' 35.99° MODEL DISTRICT l / l / / / / / � 34 6\ GR GR - :. / I USE. OPEN SPACE l l / l l ` / / / h0 i N ® \ \ \ \\ \\\\\ \ \\ T UNDERGROU D G 35.85' 20.0' TEMPORARY / / / PER ZMA 2004-0007 / / / / / j \ \ \ \ \ \ \ l POWER 4 3 / ACCESS ROAD EASEMENT I l /ll / 1 / / l / / / / / A,3 SEMENT 35.75 ° G GR \ / ( ) z GR 5.5 /D:' .j l DB 35:32 PG 603ANDI s I ( - / / / /� fs \, 6.04' S 5� 0 X12 6 / I / C) L I / I / 9' 42.46' \ TC D GR % .:": D.B. 3488 P. 552 \ lyN (JT 6)-41 8 D \ l ' I / / l l / / \ \ \ \\\ s l d�> �y, 3 5 8 36.0 \ I ( f / I �d GR R 0 66'Uj s.1 o THE CENTER \ \ \ I ' / I. 1✓ c ' ( / I > C UTIL TY CC SS G GR / - % OPEN SPACE l / ( \ 2 7' FFE 437 \ \ \ \ 0 6 O /� \ ( CO ERVATION I I JLIJ \ \ \\\ \ \\ \\ \ �j \\ r2 \ 446\ O p 2//, ,35.86 R \GR ,\R M1�Z004 0007 ' �' \ A�7 36 5 G � � GAS LINE � � d ` � � Q \ \ \ � % � � J3 \ x \\ \ \ \ \ \ 6S G 36.01 3' GR EA ME4 \ \ \ 306 - / ! ' ' tiQ D. B. _ 55 1 \ \ \ Opo \ / ' \ \\ \\ \ \ ly �ry \ \ c GR TC 7 C' 6. P. 459 \ \ \ \ \ / ' I \ \ \ \ \ \ �� \\\ \ U (A-- 40P.24 <85 DlP \\ \ \ \ \\ 11 ky R \ \ \ ( IN\(A 4. 1)- 13.14 <8"RVC> \ \ \\ \ \ \ �. \ \� GR \ I ` \ \ J ( \ \ \ \ \ \\ \ �\ CD �\ l \ ( \ \+ QUT �A�3) 412.18 <D�P>/v/ X /l1 \ �- \ \ ' ' \ \ ( \ } kk \ \ \ R/ 14 ::. �. X •.90 ' C- NV UI 3 9. 8 \� <;:; .TRAIY,S 2 � � 7 ��- \ ,ILI4 - ,; _ i �-- ' \ \ \\ _ 450 R T" FIBER " C \ \ \ \ � - 406- r. rk2 4 37 r: Rsr \ _410 OUT=419.2 0 T TC t �v' \ =� -440- INV / / 10th 9 p \ s -- IN (€x 0-) X47068 \ \ INV 18 IN�4 ( EX D� 391.79/ 43.14' - - / 450 \ It -INV OUT -419.7 w 7. 7 3 - \ \ 0TIC -moi"�:>`?:::�.r,. �_---- <:r -__ ``----- / _ --- -- / 3 '4� ' s B - _": \�_- - H Ac lO -410 o�- \ - -424 - � / - \ 6 - R \ -46 \ \ .\ -.� i Issue Name ,� a e Date Q lk �/ -� \ \ 7.61 S OP=-7-� - TC - 4 v OU /� 3 T �1 .8 <8 ""DlP> INV �N= . 7 - G 4 0��- R ACCESS INV T- .32 �- \-IL��� ` �� rc (T�i P eF 3) s ., __ IRF �Nv 0 40_85 - - ! / - \ W 35.94 A r / 2 :y �,S.a - 438 TER LINE _ \ \\ \ \ \ '� \ X30 TCS ` \\�`` \ \ \ �� r r 48 \ \ \ \ \ i D� \ w - 3 _TOP=436. \ %\\ 62 �- -A D-11 2 = �. NLF W p TC (!�/ IN -431.25 \ \ \\ \ \ \ \ BEL DE F STAT (TRUS'T INV=423_45 X26 '�/tiy ,f� '-o W W ' INV O(\T-438_ x\ OBERT' M. S \ R AFF �� - -.. i\_428 - D -B, 12" DIP WL /n) '<:� TC -- o / Ssr \�\ / \\\Q� \f�. V_ \ \\ \ \ RO RT J. KRO 430 428 - \\\ \ \ D.B. 3661 5 �\ \ 15.2 A�\ ---_ 434, \ �\ R/W Z�PIED.\NE )OD M L DISTRIC\\ 36, /\\ %434 36 - -- - / \ \ \\ \ / \ \ \ �\ SE: 0 SPACE \ \ \ 4 40 Vlv \\ \ <.:.:;.,_ \ \ / 438 _ / 46 w rho \\��\\ \ \ \ \ TMR 61-56 \�i \ ( \ G \ \ \�?% \ \ I ___C ENANT CH CH QE_ Q� �) SM \ \ \ Q ERNESTO V. DEOMAMPO ETAR^��r� J f��! (A- .3)=431.80 <8"PVC> D.8.784 P. 675 6L CT (A 4. 1)=431.70 8"DIP> _ 450- 0= p I \ d 0.60 / i EX D 12 ( \ \ \ \ \ \ \ ` i TOP=436.38 ( /('lam 452 ! 450 ZONED: COMMERCIAL INV IN=430.51 % x r y 9 x x 1777x_' C , _i' / \ \ USE E IDENTI ( 454- --- \ - D INV OUT=430.44 / t` \ �/ W --- 456 (_ ` `�`4 ,` \ �� \ \\ \\ Gradin & \ \ \ \ ( R ( )4� 0 \\ EX D-4 1 l / 4, O \\ Drainage \\ \ TOP=436.42 \ \ ( \ \ INV IN (EXE D -4A)=429.97 OO - \ --� \ \ Plan \ \ \ INV IN (EX - 12)=430.20 � 6 � � ( � � � C \ INV \ -V (EX D 48)=429.97 TMP 61 155 NI �� aVx ( �!1 2 \ qS Phase \ INV QUT=417.34 / CHURCH OF GOD i�•�r, THURMAN HENRY, RAY D. HENRY, d 11/02/17 \ HAROLD L. HAGA TRUSTEES �� \\1134e � \ D.B. P. 635 \ \ i EX D -12A 6.91 AC ZONED: COMMERCIAL OFFICE � TOP=436.98 -- l INV OUT=430.93 USE: CHURCH TMP 62G -1-A BELVEDERE STATION LAND TRUST 1 } ROBERT M. HAUSER & \ \ \\ C106 ROBERT J. KRONER, TRS. C .p } D.B. 3661 P. 56 '\ }, 15.29 AC AC � ZONED: NEIGHBORHOOD MODEL DISTRICT \ USE: OPEN SPACE Z 420 STEAM OFFSET/ 410 /X, a� \ TMP \ELVF&FRE ST -AVON- -AND-Th USS / / l \ / % Po \ U / w \ / w*-, ROBER 1 M- CAUSER & / R / `t -- - / // / / �/ e / / / -RO-B KRONER, TRS. 400"' �/ / / / 0� / / c~n w D:� 3661 / / -- / / � r=� 6.76 AC r% / / / / _ � - «_ 400 / ZONED: NEIGG 80R-H9OD MODEL DIST / / \/ USE: OPEN SPACE PER ZMA 2004- OQ�- % / G \ \ / / / / / z r 0 L6 Lu T- M \ \ \ \ \ �\• \ . _ �"� . \ `; \ \` � � / \\ i / � C / / / !F THIS DRAWING IS A REDUCTION � \ \ \ \ 1 TMP 61-454E <n o Q I i / / / GRAPHIC SCALE MUST BE USED = m T N BELVEDERE STA�IQN LAND jRUS I / / / m U CTO 0� � \ \ ROBERT M. HAUSER �- \ j ROBERT J. KRONER, TRS. \ / / / / / / j SCALE' 1 = 40 \ \ \ \\\\ \ \ \ \ \ \ \ S ✓ �/ \ \ / \ / \ -B. -36-61 56 0.16 AC \ �NEQ_NEIGHBOR OOD MODEL DISTRICT / / ENGINEERS \\\ \ \ \ \ \ \ \ -� \ - \ \_ USE: UTILITl\ / / 40� ,ate s, TOP=423,00 o -1 �'\ // \\\, ,-, -- ----- \ / 0 40 418.16 <8"PVC> 400-- - - `\\ _ ' \\\ % \ \ 3� \ l / SURVEYORS OUT (-8-4T-10-<&"P,�� P 61- 154 - \\ \\ \ \ \ \\� SENIOR CENTS MHA 8. EX A-8 A-8 TOP=428.62 �__ 400 -�- _ �' - -.` _ // \ \ / / / / / ` / / PLANNERS _ \ \ \\ ( `` 0 ICtOQRPORATED `- IN (A-9)-416 T-4 <8 PVC> 40" y \ �� -4 / // A\10 T P 0. 41 D.B. 4147-2_128 _f N 4'11 - _ _� - �� \ o \ \ \ 5.91 �- OUT (A-�=4 F8 PVC _ - � Z \\�\ ' / \ ASSOCIATES :\ \ \ \ \ 1 ( �1 41-9 05 <S PVC>- �._--_ 97.44' _ /_ �-- - - - �' PO Box 41 J J 3040 Avemora S uv Pl. \ - ONE NEIGHBORHOOD -` f �.� \� / SATELLVI t DISH -� \ \ l / / I / \ / / l / l / \ A G \\ \\ \ \ 0 %18.91 �� PVC>66EL D S _ 50°28 3"�\ \ , / \ ` \ / / ' / / t.y„ t,t,u g. vn zasu ct,l"t a s,at . v, wY i c \ 1 \ \ �R - _�-- -- B�L_�----A-\ 20.0 ACCESS =�YP OF 4) PY,�„ 4;4.;i6.6oso Pt,�,e: a;4.ysa. no \ � USE: VACANT - Q REAR ��_ I _ \ �_ -f 0/ ..G, -- 'tif-�F\ 7` \P \\ �_ --7 ` // / \ / 4\'6'S".1451'3SSOe13IeS.tieY \ RETAIN G - _ 2II. \ \ \ I _ SAN EwER-EAs�EM�NT PAVED- ftRE 0 6 - r� < 410-- K \ \ l \ \ \ ' __� �$+OO- (A_) \\\MH A-8.2 �. -WALL _ / Dom.-�S�-rP. COAD----�_TYP-} - --SOA �--�_ 16-_ • \ Ago1D �2 i 8 - _ - �- `- 4, - rN 4 50 ��P> \ °� / _AUL - =4148"DIPS- es s -424- 4-w \\ 5 �/ -�) `'� ,vx vx _ -424- T � � __- - -- -7\ SAVED- FIRE- f�OA 432 R //0 \GAS Ll -K � _-_ _ � %'' � �G-� 4� k.-x.x_.kk-.a �'� �'' _ �- � -( � / / 40 Y y ----'� -- � 4 ) i � Jam->' 7 r l AN DSCAP� \�\\59 g R=821. E LINE-MtX�D / \ \\ \\ \ \ 1\+27.45 �- >.. �5 = AREAS nous ND r) \ \ \\� \ \� \ �o• Q- \ CG_ N((YP) PHASE 2 \ CG 2 Gp /1 \ GIYMNASIUM/RECREATION \ \\ \ =25' p / R-51 SPACE \ \ _ ' FFE=437 : •o-, ... � � � --�, \ � � \. \ � \ \ fir. \ X446\ ( �-� � J l � \ � ... t .. I I �/ ` / TE PO / I Rs=88.5e- g \ I I \ / / I urlurY ACC O \ ��� '_:A'' ..>: I I t I I (I CO STRUCTION\ /r ! / �\ \ P OF 3) �• \ I % EAS MENT I \�\\ POND ' / /MF46F D 1 ' \lz\\\ x (SWM FACILITY) / / ROBERT/ 14USER b(OM IN \ \\ F\ \ \ .' I I I O ' D. E 5 AC 108 / \ 1 N ' / \\\ \L s R=4. S �� . I ,� 'o d '�� ' l� \� za�iE R4 RESID�TrA� /H O,F \ \ \ \ \ \ 6 , . A . I I d tp Cy / o / l / UE dPEN PACE ( ,,,,�, T% = 81.50' \\ \ \ \ 448 \ \ �s� \�s� I \ \ 20. SWAT EXISTIN SWM I l i � I I I FACILITYASEMENT I ' I / D.B. 3532Az \ \ \\ \\ . I � / � I I � TMP�61-158 \ \ • % BEL LAND TRUST ON \ \ \ \\ \\ \ / 1- . \ � \ � � > : • - ,,...` / i ' � / � 1 I ROBERT M. HAUSER 8c ROBERT J. KRONER TRS. U.B. 3661 P. 56 •..... // NEI AC ZONED: NEIGHBORHOOD C) USED OPEN SPACE / I l l l ! j / / / / / / / I N \\ \ \ \\ \\\\ \ ® \ 7 \ \ UNDERGROU D \ I �'.. / 20.0' TEMPORARY / l l l I PER ZMA 2004-0007 / l �h / Q \ \ \ \ \\ POWER / ACCESS ROAD EASEMENT I I / \ I l / l \ \ / / / i Z ASEMENT \ \ \ \ \ \ \ , •a ,. (TO BE DB 3532 PC 603 AND S \I (/ ! \ 7 / , \\ \ \ \ \\ \\ \ \�� \ \ d.: D.B. 3488 P. 552 fI/N / / / / � (1\ I13. <� DIP> J \ \ \ \ \ k S \ 6g> s / THE CENTER i 'l I t o 09 \ uTIL Tr cc s FFE=437 ` OPEN PACE \ , LLJ w c< 6 P O 2 ERVATION S , \ CO I I \ \ \ \\ \\ \\ ! \ \ N TER M/�2004 0007 ' ' l / I \ 0 446 �,,' / GAS LINE d \ Q \ \3 ELEMENT \ 9g - / / I \\ ( � \\ `\ \ D.B. 354 \ �I o\ 00 \ \ \ \ \ _ P. 459 \ F \ \ \ \ \ \ \ \ \ U \ \ MH �-r4\ TOP -4` .54 \ �I (A -5\J=41 .24 <8"DIP II \ (A-4. I)- 3. <8" VC> \ \\ \ \ \ \ CHIISELED ° \S UA. \ \ \ \ ( \ UTD�PQ RE \ \ \\ \ \ R -442. N(� U -3 9. 8 \� \ \\ \ \ 1Lf D \\ >y \ �s \ \ \ \ \ \ �� � % �; >` � ��. \ •.�D �. .TR;41�(S MERJwy �\ \ --406- �-•7--11 T\ -450 C \ \ INV OUT -419.28 --T0�4 2/ l (� -440 \ T P� 9 \\� s - _ 7NV 1 -� / 8 \ \ \ \ w INV�11= 1 418= IN#�EL-�E D�) 3991.79 OUT=419.7, W -� \ n it-3ca -g\ / ' , `" '- --\--__ -� --__INV �-,--.�,�9.5 � � / //\` W D=� = a j IN'(A� =4 7 <8 DIP> -LO SFS. S7_ -460-- _ \ Issue Name Date \ R - \OP 42� 74 SIN N�439 4�' 4 DIP> 3 \ /( ) F..:. - -INV IST -4 V T- - \ \ z / 1 N . 32 ACCESS - � � �9 � \ A36P_CNV 0-LL4�2_8�- -J)-2 GAS WATER LINE 4 �f - q Q 438 �� � • k� � � .. �\� `` ` = � ENT _._�v--- '•'�.\ \\ \ o � %�' �� \ � \ � \ \\ \ \ � .•, R� � � � ----L - / w - rte GAS \ \\ \ \ -Top- 136 GAS \ r \ \ \ \ \ \\ 62 �- -A \ D-1 1 -, _ // �NLF ° /\�N-431.25 �1 STA (rRUs`��\ INV -423.45\ Q26 - /� / _ W - / INV O(X�=439_ \ 7xp \\ \\ \ \ \ OBER M. SI \ 12 DIP WL w , s> G \\ \\�\R6sz \ RO RT J. KRO -43 \ r - \ \ \ 0' --`'\ 428 -- � -_° ; :'- >, - ---_ Xl 3661 5G \ �;�.'- \ \\ --4j4-,/ 430 �\ \ \ ZONED.\NEOD M EI_ DIST \\� X36, \ �\\ 434 X36 = _ -- \ \ \\ \ \ \ \ \ USE: O SPACE \ ::L 40---_ .. i W \ o::r° \\\ \\ \ C \\ \ \ 438\ \ _/0PD. V W \ v h \ \ \ C� \ i TbfR 61-56 � \ \ \ \ \ \ \ \ \ ( Go VENANT CH1�CH-OF G0, ) SM - .2 TOP=439.55 �hti Oq \ \ \ \ \ C ERNESTO V. DEOMAMPO (A- 3)=431.80 <8"PVC> _ lJ \ \ \\ \ \ I \ \ \ \ \ o l B. 04 P. 675 �T A 4.1 =431.70 <8"DIP> 4 0 `� h� V \ \ \' ( ) i EX D-12 (� - -'�_ 452 _ 1 ".,'� \ \ \ \ 7 ZONED: COMMERCIA' /0 / TOP=436.38 ( r u x x x x � Imo- \� \ 9S \ N \\ USE�E IDENT� \ \ INV IN=430.51 .� ve > y�Y e x c- � 454- \\ \ moo, v \ - �5 (` INV OUT=430.44 "I w 6 4 N� \ - _ \ cx4s \ SITE LAYOUT t / J �---_ s N� EX D - 4 �--L��`(� i��, S &GRADIN G \ \ \ \ (\ \ \\\ \ TOP=436.42 1-� 1�� \INV IN (EXE D -4A)429.9 �.� / i_ LAIV \\\ IVV IN (EX 12)-430.20\ 9 \ INV\V (EX D48)=429.97 TMP 61-155 ` �h6 ah \ ��� L \ ley\ ��2 \ S PHASE 2 \ --- INV QUT=417.34 CHURCH OF GOD THURMAN HENRYRAY DHENRY `\ ( d� f \ \ 11h02I17 ( , . o \ f \ / HAROLD L. HADA TRUSTEES \... D.B. 11,34 P. 635 I � ` \ �. \ EX D- 12A 6.91 AC } = ZONED: COMMERCIAL OFFICETOP INV U =430.93 USE: CHURCH TMP 62G -1-A ` ( �� BELVEDERE STATION AND TRUST ROBERT ML HAUSER & k� \\� \ C107 ROBERT J. KRONER, TRS. \ �\ 1 D.B. J661 AC P. )' 15.29 AC � ZONED: NEIGHBORHOOD MODEL DISTRICT 1 USE: OPEN SPACE t \ 6' 5.56' 6 o A A �69 B---j Y .< #4 BAR 'FO -31' 0.31It' SPECIFICATIONS: PLAN VIEW B -J 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 DESIGNED FOR H2O LOADING. 6' -I N I �-.-0 6g' 4. 6' LONG PRECAST CONCRETE o 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 1.5" SM -9.5A ASPHALT 3.0" BM -25.0 ASPHALT 8" VDOT 21 A O 0,r. O O \,0 -PRIME COAT -� 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 THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18'° AS SHOWN. v NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. CG -2 IS TO BE USED ON ROADWAYS MEETING Z 5' THE REQUIREMENTS FOR CG -6 AS SHOWN IN W APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, 1n IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS e. D Ap > ro e• SURFACE s a e.Depe_o BASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED -A- 1, '1, Pp P L, Pp D �ePDpapD '4'.'e D �a�D�p9D R SURFACE BASE SUBBASE CG -2 SPECIFICATION `VLXJ 1 REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG -3 1.5" SM -9.5A ASPHALT EXISTING 100' R/W I 2.5'932.5t- 910 ' 9' PARALLELPARAL PARKING PARK( BIKE TRAVEL TRAVEL BIKE LANE LANE I LANE LANE 0.5' 0.5' BELVEDERE BOULEVARD TYPICAL ROAD SECTION 100' R/W PARKWAY SECTION DESIGN SPEED = 35 MPH POSTED SPEED = 30 MPH 2" R P. \ 4" MIN. 3.0" BM -25.0 ASPHALT \ 6" VDOT 21A 000 O V-.0 PAVE OVER PRIME AT 0.4 GA/SY -� PAVE OVER PRIME AT 0.1 GA/SY PAVEMENT SECTION DETAIL NOT TO SCALE TZ R P.a . ' ' 'D n SURFACE DA � D D z p.' •p. $2 w n n n -N D.nnDDP BASE P P b.ob.p• Ppn. pn. I ( SUBBASE 9' RIGHT OF VAY TO BE )EDICATED 6' PLANTING STRIP 5'-0" UNLESS OTHERWISE NOTED ON PLANS 1/4": 1' SLOPE UNLESS OTHERWISE NOTED ON PLANS .. 8: 12"` REFLECTIVE ALUMINUM SIGN WITH WHITE RESERVED BACKGROUND, GREEN LEGEND AND PARKING BORDER, AND WHITE SYMBOL ON BLUE o ^� BACKGROUND (TYPICAL AT ALL W HANDICAP SPACES) N U ~~THIS SIGN TYPICAL AT ALL "VAN Q � Q vAN ACCESSIBLE" PARKING SPACES � I__ W ACCESSIBLE w U LU 3 'n:T,-2 PENALTY SIGN Do I 2i Lu °� =mco CS M CSN zz v EO co U �' Z GALVANIZED "U" CHANNEL POST G 0 Of WA ENGINEERS M O SURVEYORS 0 �I VDOT A3 GENERAL PLANNERS 4 SAO o w M CONCRETE AsSOCIATES AF TOPSOIL AND SEED PO BOX 4119 3040 Avetnufe Sgn.ne P1, OR CONCRETE SIDEWALK Lynchburg, VA 24502 CI-I.tt... ille, VA 21911 Phone: 434316.6080 Phone: 43-4.984.2700 www.ww'associates. net _T n 0 D 'D ° ° N 0 o � 4" MIN. D 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" TH OF PER IBC SECTION 1106.8 ' rc. T 0. 11-Z-1-7 4"-VDOT NO. 21 A "ONAL NOTES: \--COMPACTED SUBGRADE r 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 Cl OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA !N SQUARE YARDS) I CURB WHEN LINEAR FEET) GENERAL NO IT ES: DETECTABLE WARNING SURFACER(AREA INJ 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. _, DETECTABLE WARNING SHALL BE 'SROM THE MATER.ALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT U5TED SHALL MEET SIDEWA 8.1 MAX �K� RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISIOPJ FOR CO -12 DETECTABLE 4 WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. - PI F R RAMP MAY - POURED M P ITt{I AL Y WITH RAMP 3. SLOP NO SIDES 0 CURB R M N BE OU ED O IOL C L 4' FLOOR OR 8Y USING PERMISSIBLE CONSTRIJC TIOfJ JOINT WITH REQUIRED BARS. s" - 4. IFRAMP FLOOR IS PRECAST, t-IOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ---10'1 MAX I PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO- 5 X 8" PLACED I'CENTER TO CENTER ALONG TYPE A '.. BOTH SICES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 111/t". r 6. CURD / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ��.; ` �%„ IN ARE INCLUDED PAYMENT FOR CURB / CURB AND GUITER. \ l .ir,r r :�J /�%',.�,`/;,/�� ��.- - 5 M r?rTi T,.,, �.;, 7. CURB RAMPS ARE TO BE LOCATED AS SHOWPJ ON THE PLANS OR AS DIRECTED w� ✓�/ i✓ � 1IMAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY '>��• CROSSES A CURB REGARDLESS OF 'iJIiE THEIR SIDEWALK IS EXISTING, PROPOSED, OR NOi,EXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSS`NALKS 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. ACCESS:HLE ROUTES PROVIDE A CONTINUOUS <c ACCESSIBLUNOBSTRUCE ELEMENTS OFFIRM A FACILITAND Y THAT RESISTANT BE PAT APPROACHED,CONNECTI'Z ALL ENTERED AND USED BY PEDES TRIAI`,S. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �'.�•==-� 1' THE CURB OPENING IS PLACED WIIHIN THE 1IMITS OF THE CROSSWALK AND TH{XT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS .1 MAX ^ 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT _,1 It 1 SII PFRPEPiUICULAR TO 1H= CURB. F�M1N . 11 Ar COMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN T��TT'=17T II I! "i - •,�aoa ` ^:,il TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAV t - AT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. -" EDGE GF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION V41FH A SHARED USE PATH, AT Y W SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PCH. I!- WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSPNGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL HE PP.OVIDC-D TO MANEUVER A WHE...CHP-JR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVEL WAY. THIS 4' x 4' LANDING AREA MAT INCLUDE THE OUT TER PAM. 12. ALI_ CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME �n CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE _- -- WARNING SURFACE SHALT_ HAVE A FACTORY RADIUS OR BE FIELD-�.-t)1l ZS O O O O O O z_ -MODIF'�ED AS RECOMMENDED BY THE MANUFACTURER TO MATCH tl7 0 0 0 0 0 0 0 0 0 0 0 0 THE BACK OF CURB. .. {-j G 0 0 0 O C 0 0 0 0 0 0 0 0 ! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %'q`•} LANDING I RAMPF- \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) cv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �^ � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50/ o5L OF BASE DIAMETER N�I-'-�� TCP -DIAMETER 0 0 0 0 0 0 O O O 0 O O O O O DETECTABLE WARNING o___� AT BACK OF CURB ���- �, 0�"-14" VA^niA81_E FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. f BASE DIAMETER PAY" LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDC]T CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ENCE ROAD AND BRIDGE STANDARDS REF SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION SGL SIGNAGE LEGEND SYMBOL ITEM SPECIFICATION DESCRIPTION STOP SIGN (MUTCD R1-1) STOP CG -12 A 5 DOWELS, 8" LONG AT 12" C -C-, 5' P 12 I MAX N c I I PE RMISSIS E NOTES: CONSTRUCTION (SEE TABLE) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. TRUNCATED DOMES SEE SHCET 1 OF 5 FOR DETAILS OUTSIDE OF TRA`tELW.AY 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI � B IF PRECAST. OF ROADW'A'I CURCH BFACE BACK OF CURB--\ 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG 201 --, 48 1 MAX. FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. v 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 2' MIN. 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IS LIMITED TO 15 FEET, REGARDLESS OF THE SECTION IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE 5•SIDEWAI_K SLOPE, WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. ZVDOT SPECIFICATION STANDARD 4" CURB REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET 1 OF 1 REVISION DATE 201.02 9' RIGHT OF VAY TO BE )EDICATED 6' PLANTING STRIP 5'-0" UNLESS OTHERWISE NOTED ON PLANS 1/4": 1' SLOPE UNLESS OTHERWISE NOTED ON PLANS .. 8: 12"` REFLECTIVE ALUMINUM SIGN WITH WHITE RESERVED BACKGROUND, GREEN LEGEND AND PARKING BORDER, AND WHITE SYMBOL ON BLUE o ^� BACKGROUND (TYPICAL AT ALL W HANDICAP SPACES) N U ~~THIS SIGN TYPICAL AT ALL "VAN Q � Q vAN ACCESSIBLE" PARKING SPACES � I__ W ACCESSIBLE w U LU 3 'n:T,-2 PENALTY SIGN Do I 2i Lu °� =mco CS M CSN zz v EO co U �' Z GALVANIZED "U" CHANNEL POST G 0 Of WA ENGINEERS M O SURVEYORS 0 �I VDOT A3 GENERAL PLANNERS 4 SAO o w M CONCRETE AsSOCIATES AF TOPSOIL AND SEED PO BOX 4119 3040 Avetnufe Sgn.ne P1, OR CONCRETE SIDEWALK Lynchburg, VA 24502 CI-I.tt... ille, VA 21911 Phone: 434316.6080 Phone: 43-4.984.2700 www.ww'associates. net _T n 0 D 'D ° ° N 0 o � 4" MIN. D 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" TH OF PER IBC SECTION 1106.8 ' rc. T 0. 11-Z-1-7 4"-VDOT NO. 21 A "ONAL NOTES: \--COMPACTED SUBGRADE r 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 Cl OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA !N SQUARE YARDS) I CURB WHEN LINEAR FEET) GENERAL NO IT ES: DETECTABLE WARNING SURFACER(AREA INJ 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. _, DETECTABLE WARNING SHALL BE 'SROM THE MATER.ALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT U5TED SHALL MEET SIDEWA 8.1 MAX �K� RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISIOPJ FOR CO -12 DETECTABLE 4 WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. - PI F R RAMP MAY - POURED M P ITt{I AL Y WITH RAMP 3. SLOP NO SIDES 0 CURB R M N BE OU ED O IOL C L 4' FLOOR OR 8Y USING PERMISSIBLE CONSTRIJC TIOfJ JOINT WITH REQUIRED BARS. s" - 4. IFRAMP FLOOR IS PRECAST, t-IOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ---10'1 MAX I PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO- 5 X 8" PLACED I'CENTER TO CENTER ALONG TYPE A '.. BOTH SICES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 111/t". r 6. CURD / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ��.; ` �%„ IN ARE INCLUDED PAYMENT FOR CURB / CURB AND GUITER. \ l .ir,r r :�J /�%',.�,`/;,/�� ��.- - 5 M r?rTi T,.,, �.;, 7. CURB RAMPS ARE TO BE LOCATED AS SHOWPJ ON THE PLANS OR AS DIRECTED w� ✓�/ i✓ � 1IMAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY '>��• CROSSES A CURB REGARDLESS OF 'iJIiE THEIR SIDEWALK IS EXISTING, PROPOSED, OR NOi,EXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSS`NALKS 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. ACCESS:HLE ROUTES PROVIDE A CONTINUOUS <c ACCESSIBLUNOBSTRUCE ELEMENTS OFFIRM A FACILITAND Y THAT RESISTANT BE PAT APPROACHED,CONNECTI'Z ALL ENTERED AND USED BY PEDES TRIAI`,S. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �'.�•==-� 1' THE CURB OPENING IS PLACED WIIHIN THE 1IMITS OF THE CROSSWALK AND TH{XT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS .1 MAX ^ 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT _,1 It 1 SII PFRPEPiUICULAR TO 1H= CURB. F�M1N . 11 Ar COMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN T��TT'=17T II I! "i - •,�aoa ` ^:,il TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAV t - AT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. -" EDGE GF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION V41FH A SHARED USE PATH, AT Y W SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PCH. I!- WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSPNGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL HE PP.OVIDC-D TO MANEUVER A WHE...CHP-JR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVEL WAY. THIS 4' x 4' LANDING AREA MAT INCLUDE THE OUT TER PAM. 12. ALI_ CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME �n CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE _- -- WARNING SURFACE SHALT_ HAVE A FACTORY RADIUS OR BE FIELD-�.-t)1l ZS O O O O O O z_ -MODIF'�ED AS RECOMMENDED BY THE MANUFACTURER TO MATCH tl7 0 0 0 0 0 0 0 0 0 0 0 0 THE BACK OF CURB. .. {-j G 0 0 0 O C 0 0 0 0 0 0 0 0 ! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %'q`•} LANDING I RAMPF- \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) cv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �^ � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50/ o5L OF BASE DIAMETER N�I-'-�� TCP -DIAMETER 0 0 0 0 0 0 O O O 0 O O O O O DETECTABLE WARNING o___� AT BACK OF CURB ���- �, 0�"-14" VA^niA81_E FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. f BASE DIAMETER PAY" LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDC]T CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ENCE ROAD AND BRIDGE STANDARDS REF SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION SGL SIGNAGE LEGEND SYMBOL ITEM SPECIFICATION DESCRIPTION STOP SIGN (MUTCD R1-1) STOP CG -12 A 5 DOWELS, 8" LONG AT 12" C -C-, 5' P 12 I MAX N c I I PE RMISSIS E I RAMP CONSTRUCTION (SEE TABLE) JOINT TRUNCATED DOMES SEE SHCET 1 OF 5 FOR DETAILS OUTSIDE OF TRA`tELW.AY 5-0" M'N � B X12.1 MAX I OF ROADW'A'I CURCH BFACE ! RAM P_f I RAMP (SEE CABLE) A (SEE TABLE) I 'I TRUNCATED DOMES SEE SHCET 1 OF 5 FOR DETAILS OUTSIDE OF TRA`tELW.AY 5-0" M'N CROSSWALY. SHAPE TO MAT-i SHALT BE PROVIDED FOR PeePeNcicul.aR reosswALlc OF ROADW'A'I CURCH BFACE BACK OF CURB--\ 48 1 MAX. 201 --, 48 1 MAX. TYPICAL PLACEMENT v THE REQUIRED LENGTH OF A PARALLEL RAMP 2' MIN. 4'BUFFER STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE SECTION .A -A PERMISSIBLE Y ^OPSTRUC'TION a JOINT N 0 . R = o SEC 1 -ION B -B 121 Ea 12: MP.X WITH BUFFER STRIP l ' F, MIN 4- MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP Y 0 U CROSSWALK TYPE B PARALLEL APPLICATION 11 A� �-- 4 5^vUPRE LAA'KING AREA 0 I 'I y� OUTSIDE OF TRA`tELW.AY iJOTES: FOi� GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALY. CURB) `� SHALT BE PROVIDED FOR PeePeNcicul.aR reosswALlc SEE SHEET 1 OF 5. 8 12 INJ y>� WITHIN THE MARKED CROSSWALK AarA. 6 TYPICAL PLACEMENT v THE REQUIRED LENGTH OF A PARALLEL RAMP 4'BUFFER STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5•SIDEWAI_K SLOPE, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENG1"H IN 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 15 ,V DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/56 WITHIN CROSSWALK -LANDING 4811 MAX. DIAGONAL PLACEMENT SLOPE LANDING 48:1 MAX. LANONVG 48.7 MAX. SLOPE -LOPE •-:.,!s 5" An- r \ ._ --_-1L -CURB - _._.......__. l CURB TL _ CP,OSSNIALK CROSSWALK tuax m I T = Y GRASS z OR f CURB ON RETE PJft9 P WITH BUFFER STRIP WITHOUT BUFFER STRIP CG -12 DETECTABLE WARNING SURFACE SRETION REFEREEREPICE TYPE B (PARALLEL) APPLICATION IDs VIRGINIA DEPARTMENT OF TRANSPORTATION 502 Issue Name Date Standard Details 11/02/17 LU C) cv cv I) I--? Q z Lij C2, 0 > W J J Issue Name Date Standard Details 11/02/17 LU 0 w Lij C2, O v Issue Name Date Standard Details 11/02/17 U d F o U W I- N � Cc W N Q W Q O U)F >� ::) U) W LL } = J_ 3; LU > IL = U) O W Q Q I- - � W d 0) = m EE N O S coc mmUv- ENGINEERS 81, SURVEYORS PLANNERS YO Box 4119 3040 AVemOre SgLlWe PI. Lymbburg, VA 24502 Churlm¢ ilk, VA 22911 Phone: 434316.6050 Phone: 434.934.3700 lViti lv.1V �V:111(1CI.nC�.IlC1 OP o ra s +�, Ic. o. '2 raNAL rn I c� Q 4 � QC3 i ti � J f>LljUJI Lij O Q I Issue Name DateVALVE UtRity �etaiLs 11/02/17 0109 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL. 24" IN INITIAL BACKFILL 24'MIN MW MIIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE 501E OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4'MI INITIAL BACKFILL V#68 UNSTABLE SAILMINMIN. STONERANULAR FILL AS AA,,PPROVED BY ACSA ,� S A L SAIL OR BOCK'' G STABLE SgIL OR ROCK � NOTE 1, NO ROCKS SHALL 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL VILLE THREADS WHICH IS I` TYPE "K" SGPT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL __-- AND IRRIGATION SERVICES. i"xt"xf" TEE 7 CU. FT. VALVE BOX NOTE: NO SWEATED FITTINGS 2, DUAL SERVICE I" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL f" TYPE "x" SOFT COPPER ❑ O ❑ BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS, LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE (INITIAL BACKFILL. TD -13 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC (�R FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS TD -9 FIG. W- 2 TD -2 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL VILLE THREADS WHICH IS I` TYPE "K" SGPT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL __-- AND IRRIGATION SERVICES. i"xt"xf" TEE 7 CU. FT. VALVE BOX NOTE: NO SWEATED FITTINGS 2, DUAL SERVICE I" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL f" TYPE "x" SOFT COPPER ❑ O ❑ FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. TD -13 SINGLE SERVICE NOTE: 1) SADDLES SHALL 8E USED ON PVC PTFE. CAST IRON LID FINISHED GRADE T _ I T =Z -111 T7-1 !�� 70"-15" I_ TD -9 LOCKWING II METER BALL BOX (INLET & TD -33 OUTLET) i — 36" MIN. -III COPPERSETTER 1/8 BEND COUPLING III II METER CORPORATION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" �c 1" METERS) NTS FIG. W -6A TD -10---- - -'--- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 1 a"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE VALVE a» x 6„ TEE 25Q0 P.S.I. CONCRETE �°D•' BASE AND THRUST /` BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE TD -13 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. TD -9 2 MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) TD -33 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL IBE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE (PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO 8E IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 [COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1 /2" WATER CAST IRON LID 18" METER BOX FINISHED GRADE o _I I - I I - ADJUSTABLE VALVE BOX W/ LIQ 18" _ 6" EXTENSION 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PIPESLOT {2 PLACES) NOTES: {1) A 1-3f4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5%8"—"1" METERS) NTS FIG. W-7 TD -13 PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. ¢ FINISHED GRADE o _I I - I I - ADJUSTABLE VALVE BOX W/ LIQ it z u _ Z N 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN N d' M.J. GATE VALVE WATER LIME I� � I i 1 i _ 2500 P.S.I. CONCRETE � a 2'x 2' BEARING AREA. THRUST BLACK Ll a. o a Q a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL LATE VALVE NTS FIG. W-5 TD -9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST d.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1 (1 /4" PER FOOT) � 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT —! TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE � SERVICE LATERAL SECTIQi� 45°0'O" IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 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( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. %MPED SOIL TO ROOT BALL JRBED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. WIDTH ( EVERGREEN TREE PLANTING 31—SCALE: NOT TO SCALE 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 IMIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING [91►�l�]F. SHRUB PLANTING MULTI -STEM TREE PLANTING CrAI C• WIT TA 4ZPAI E_ NOTES: 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 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. FLAG, ONE PER WIRE TURN -BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 30VE FINISHED GRADE 'ECIFIED -8" MIN. DEPTH MULCH EDGE )IL, SEE SPECS. D SUBBASE EES, CUT AND ;LAP 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. 6. 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. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. k WA '�°" ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avcniorc Sgmwc Yl. Lynehhurg, VA 24502 Chnr(auesv ill,, VA 22911 Phone: 434.316.6050 Phone: 434.984.2700 www.wwassociates.net 17 "ONAL E SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS ROOTBALL a i � 1. STAKE OUT PLANT/BED LOCATIONS. 2. CUT EDGE OF PLANT BED Q 0 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4, APPLY PRE -EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. =0R 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. SING TO LIMIT OF CANOPY v. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD - OF MULCH RING aRADE NT PLANTING; kN FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. %MPED SOIL TO ROOT BALL JRBED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. WIDTH ( EVERGREEN TREE PLANTING 31—SCALE: NOT TO SCALE 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 IMIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING [91►�l�]F. SHRUB PLANTING MULTI -STEM TREE PLANTING CrAI C• WIT TA 4ZPAI E_ NOTES: 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 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. FLAG, ONE PER WIRE TURN -BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 30VE FINISHED GRADE 'ECIFIED -8" MIN. DEPTH MULCH EDGE )IL, SEE SPECS. D SUBBASE EES, CUT AND ;LAP 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. 6. 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. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. k WA '�°" ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avcniorc Sgmwc Yl. Lynehhurg, VA 24502 Chnr(auesv ill,, VA 22911 Phone: 434.316.6050 Phone: 434.984.2700 www.wwassociates.net 17 "ONAL E U U-11 I LU LU a i � cNoa U Q 0 > Lij w J J U U-11 LU LU Lj y-) o U Issue Name Date Landscaping Details & Notes 11/02117