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SDP201800003 Plan - Revision Final Site Plan and Comps. 2018-09-26
EXIST NEW DESCRIPTION .16"m x 12" TC TOP OF CURB ELEVATION 0 x - SPOT ELEVATION t.t-,' 1 PLUG If -Pi X '19'Tw TOP OF WALL ELEVATION yr,,.ur >r- FIRE HYDRANT 1359 x -125 BW BOTTOM OF WALL ELEVATION C7 - Am BENCHMARK _- GRADING PLAN STORM SEWER --------- ROOF DRAIN C 10 - LANDSCAPING PLAN � DETAILS SEWER LINE C I I - LIGHTING PLAN WATER LINE C 1 2 GAS GAS LINE _.-. U -M.- _- OHE OVERHEAD ELECTRIC WIRE -. 0"An -- Jl�E UNDERGROUND ELECTRIC w a..CHIT -n ru, GH7 OVERHEAD TELEPHONE LINE �; .. -... HGT UNDERGROUND TELEPHONE LINE GAS CONDUIT PROPERTY LINE ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE �J BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT CONSTRUCTION EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT - "- — - ACCESS EASEMENT -KK --- - STORM DRAINAGE EASEMENT -- - - GAS LINE EASEMENT LANDSCAPING EASEMENT i DRAIN INLET (DI) . COVER SHEET FENCE 0 0 STORM/SANITARY MANHOLE ! ,o 1 z PLUG ¢ 0WV WATER VALVE & BOX yr,,.ur >r- FIRE HYDRANT CG, 6 o`" WATER METER LIGHT POLE C7 - Am UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE �J BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT CONSTRUCTION EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT - "- — - ACCESS EASEMENT -KK --- - STORM DRAINAGE EASEMENT -- - - GAS LINE EASEMENT LANDSCAPING EASEMENT NOTE: 1, THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOS HAN5EN ROAD CHURCH TMF 07600-00-00-073At5, 5DF 201600003 IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX TREE LINE C 1 - COVER SHEET FENCE C2 - PP.QEEEKS STREAM 12--- 1 z INTERVAL CONTOUR _------;,„�---- o INDEX CONTOUR yr,,.ur CG -2 STANDARD 6” CURB CG, 6 CC, -6 COMBINATION 6" CURB & GUTTER C7 - UTILITY PLAN CONCRETE PAVEMENT f SIDEWALK m..,.I GRADING PLAN SHEET C9 - Lr `J RIPRAP C 10 - LANDSCAPING PLAN � DETAILS SHEET C I I - LIGHTING PLAN ASPHALT C 1 2 - DRAINAGE MAP GRASS C 13 - STOKMPI PE FKOI`I LES AN D DETAI LS EC -2 MATTING C 14 - WATER $ SEWER FKOfI LDS AN D DETAI LS SHEET C 15 ' EC -3 MATTING °j 19 - RETAI N I NG WALL DETAILS WETLAND to to PARKING COUNT OEM CROSSWALK HANDICAP ACCESSIBLE AISLE .�h A L� CG -12 lea HANDICAP PARKING NOTE: 1, THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOS HAN5EN ROAD CHURCH TMF 07600-00-00-073At5, 5DF 201600003 IMAGE PROVIDED BY GOGGLE MAPS SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION OWNER / DEVELOPER Owner: Point Church 1428 Greenbrier Place Charlottesville VA, 22901 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes - Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73131+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg. 402 LEGAL REFEREINCE TMP 07800-00-00-073AB - DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 Additional topography provided by Albemarle County GIS BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front olf the building. Proposed Height: (Church) 34' SETBACKS Front Max: 30' from right of way or exterior edge of sidewalk if outside right of way Front Min: 10' from right of way or exterior edge of sidewalk if outside right of way *Note: Setbacks shown on the plans are measured from the private street easement from both Rolkin Road and Hansen Road Side & Rear: Adjacent to RA district boundary, residential, or Monticello Historic District Building Min. 50', Max. None Parking Min, 20', Max. None Adjacent to commercial or industrial Structure shall be constructed and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 19,180 SF Church w/ Associated Parking. Per ZMA2002-00008, the structure is limited to a maximum of 20,000 SF gross floor area. The gross floor area includes basements; elevator shafts and stairwells at each story; floor space used for mechanical equipment with structural headroom of six (6) feet, six (6) inches or more; penthouses; attic space, whether or not a floor has actually been laid, providing structural headroom of sic (6) feet, six (6) inches or more; interior balconies; and mezzanines. As noted on the Site Plan sheet, the basement includes 3,624 SF of area that will be no greater than six (6) feet, four (4) inches. Zoning has determined that this may be excluded from gross floor area calculation. Please note that all building permit plans submitted must show no more than 20,000 SF gross floor area. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Religious Assembly Use Required Parking: more than 100 = 1 space per 3 fixed seats or per 75 SF of area of assembly. Whichever is greater. Area of Assembly = 4,334 SF / 75 SF = 58 Parking Spaces Number of Fixed Seats = 563 Seats / 3 = 188 Parking Spaces Required Provided on Property Parking, Not on Street = 160 Spaces (Includes 7 HC) Provided on Property Parking on Street = 26 Spaces Provided Off Property Street Parking =20 Spaces Total Parking Provided = 206 Spaces WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. Backflow prevention measures shall be installed in accordance with ACSA Standards. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics are included on Sheet C10. LAND SHEET INDEX SHEET C 1 - COVER SHEET SHEET C2 - PP.QEEEKS SHEET C3 - EXISTING CONDITIONS $ DEMO SHEET C4 - EXISTING EASEMENTS SHEET C5 - SITE OVEKVIEW f SIGHT DISTANCE LINES SHEET CG - SITE PLAN SHEET C7 - UTILITY PLAN SHEET C8 - GRADING PLAN SHEET C9 - LANDSCAPING PLAN SHEET C 10 - LANDSCAPING PLAN � DETAILS SHEET C I I - LIGHTING PLAN SHEET C 1 2 - DRAINAGE MAP SHEET C 13 - STOKMPI PE FKOI`I LES AN D DETAI LS SHEET C 14 - WATER $ SEWER FKOfI LDS AN D DETAI LS SHEET C 15 - SITE DETAILS SHEET C I C- 19 - RETAI N I NG WALL DETAILS SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION OWNER / DEVELOPER Owner: Point Church 1428 Greenbrier Place Charlottesville VA, 22901 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes - Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73131+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg. 402 LEGAL REFEREINCE TMP 07800-00-00-073AB - DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 Additional topography provided by Albemarle County GIS BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front olf the building. Proposed Height: (Church) 34' SETBACKS Front Max: 30' from right of way or exterior edge of sidewalk if outside right of way Front Min: 10' from right of way or exterior edge of sidewalk if outside right of way *Note: Setbacks shown on the plans are measured from the private street easement from both Rolkin Road and Hansen Road Side & Rear: Adjacent to RA district boundary, residential, or Monticello Historic District Building Min. 50', Max. None Parking Min, 20', Max. None Adjacent to commercial or industrial Structure shall be constructed and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 19,180 SF Church w/ Associated Parking. Per ZMA2002-00008, the structure is limited to a maximum of 20,000 SF gross floor area. The gross floor area includes basements; elevator shafts and stairwells at each story; floor space used for mechanical equipment with structural headroom of six (6) feet, six (6) inches or more; penthouses; attic space, whether or not a floor has actually been laid, providing structural headroom of sic (6) feet, six (6) inches or more; interior balconies; and mezzanines. As noted on the Site Plan sheet, the basement includes 3,624 SF of area that will be no greater than six (6) feet, four (4) inches. Zoning has determined that this may be excluded from gross floor area calculation. Please note that all building permit plans submitted must show no more than 20,000 SF gross floor area. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Religious Assembly Use Required Parking: more than 100 = 1 space per 3 fixed seats or per 75 SF of area of assembly. Whichever is greater. Area of Assembly = 4,334 SF / 75 SF = 58 Parking Spaces Number of Fixed Seats = 563 Seats / 3 = 188 Parking Spaces Required Provided on Property Parking, Not on Street = 160 Spaces (Includes 7 HC) Provided on Property Parking on Street = 26 Spaces Provided Off Property Street Parking =20 Spaces Total Parking Provided = 206 Spaces WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. Backflow prevention measures shall be installed in accordance with ACSA Standards. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics are included on Sheet C10. LAND USE SCHEDULE EXISTING Area % Road 29,833 SF 11.15% Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% Total= 267,535 SF (6.14 ac.) PROPOSED Area % Building 11,402 SF 8.19% Pavement 109,816 SF 78.91% Walkways 17,948 SF 12.90% Impervious area 139,166 SF 52,02% Open space 128,369 SF 47.98.% Total= 267,535 SF (6.14 ac.) SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP COUNT NLT'lY -' U JUS SHIIVIP i+*,ic. o. 45183 't - 1 S� 'V,tOXAL V, AM PM Use Description ITE Qty in out Total in out Total: Church Sunday Peak Hour .56( 1918() 5F 92 1 100 192 Church Weekday 560 19180 SF 6 1 5 12 9 6 15 NLT'lY -' U JUS SHIIVIP i+*,ic. o. 45183 't - 1 S� 'V,tOXAL V, ro COUNTY OF ALBEMARLE Dept. of Planning & Community Development -401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296-5823 Steve Melton 195 Riverbend Dr Charlottesville, VA 22911 RE: ZMA-98-20 Pantops PD -MC Tax Map 78, Parcels 20A, 73, 73A, 75 and 76 in WXFT MO. The Albemarle County Board of Supervisors, at its meeting an October 21, 1998, approved the above - noted request for approvalof an application plan for the general develoment of 49.34 acres, zoned PD -MC (planned Development Mixed Commercial); HC {Highway Commercial) and EC (Entrance Corridor AbIlLterlay District). Please note that this approval is subject to four modifications for the appication plan ,qvm four requirements for application plan approval. The modifications and requirements are as follow: Modifications for A212lication Plin-pluroval: a. The Board granted a =waiver of restrictions to development on critical slopes for and restricted to the Kroger Shopping Center site, the DMV site and to those areas shown for roadways and other infrastructure improvements on the Application Plan. Subsequent requests for other critical slopes waivers as may be requested as other site plans are presented wil I be entertained by the Planning Commision. b, The Board did not find that the request for relief from stormwater detention requirements to be contrary to general plaaning/policy issues. The Board will allow administrative determination by the Engineering Departent subject to satisfaction of the Engineering Department concerns as to adequacy of water quality measures as well as adequacy ownstre f do yearn channels-, C. The Board can determine no compelling reason to incoirporate commercial roadways into the public road network. Private roads will generally allow more flexibiity in site design due to more flembfity in setbacks and improvements which may occur within the right-of-way. Therefore, the Board approved usage of private roadways internal to the development. This should not be viewed as a zoning restriction/prohibition to Board approval of these roads as pubb; roads at some future date; and d. The Board believes that PD -SC parking standard was intended to encourage a Planned Development approach for shopping center development. The Board found that this intent has been accomplished through this petition and that usage of the PD -SC parking standard would be appropriate with this intent as well as with standards of the Comprehensive Plan. COUNTY OF ALBEMARLE Department of Planning & Community Development 401 McIntire Road, Room 218 Chaxioncsville, Viroia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 February 25, 2003 Katurah Roell 195 Riverbend Drive Charlottesville, VA 22911 Dennis Minetos 1389 Richmond Road Charlottesville, VA 22911 RE: ZMA-02-08 South Pantops Office; Tax Map 78, Parcel 73A and 13 Dear Mr. Roell and Mr. Minetos: ftThe Albemarle Co I unty Board of Supervisors, at its meeting on, February 12, 2003, approved by a vote of :0, to amend the application plan for ZMA 98-20 for the Tax Map 78, Parcel 73A as outlined below, and with acceptance of the applicants proffers (attached), Tax May 78-73A: ModUlcation of the ZMA 98-20 App bead Plan and _Proffers: A. The portion of the Application Plan for.ZMA 98-20 (Attachment B), outlined in red, located generally west of Hansen Road. and comprised of the area designated as "Hotel # 7 - 100 Rooms" on the attached copy of the ZMA 98-20 Application Plan, is amended to allow "Office Space,, instead of a horei. The development of this Office Space area shad be in general accord with the "PreliminarX Site Development Plans for Office at Siouth'Pantops", prepared by Rivanna Engineering, dated January 3. 2002 and revised January 7, 2003(Attachment A). S. The portion of the Application Plan for ZMA 98-20 (Attachment S) outlined in blue, located generally east of Hansen Road, and comprised of the area designated as "Office Space # 6 - 45, 000 SQ F7' is amended to reduce the permitted square footage of Office space use from forty-five thousand (45, 000) square feet to twenty thousand (20, 000) square. C, The tree conservation area depicted by dotted lines on tfte "Preliminary site Development Plans fear Office at South Pantops", prepared by Rivenna Engineering., dated January 3, 2002 and revised January 7, 2003 (Attachment A) may be reduced in size so that its western boundary is moved in from the common property fine Mth -rax Map 78 parcel 13A by up to fdl (50) feet. D. The three modifications listed in A,, 3 and C above are in addition to those previously approved, and in all other respects the previously approved Application Plan and the modifications and requirements reflected in the October 28, 1998 letter (Attachment C) apply. E The applicant shad provide the County with a modified application plan showing the changes authorized by the modifications. listed in A. B and C above. per section 8. 5.5 of the Albemarle runty Zoning Ordinance, However, the modified application plan can be limited to the at e.a covered by this zoning request F. Accept the proffer pertaining to the 120 -foot 'no build zone' (Attachment Q). Requirem!tnts for Application Plan approvak. 1. A landscape plan providing full screening of ail buildings and parking areasvisible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years - 2. A street tree plan providing a visual buffer fbr Hansm Road and Rolkin Road shall be provided as a condition of site plan or road plan approval. Large sutet trees shall be planted on both sides of such roads in accordance with Section 32.7.9.6 of the Zoning Ordinance and shall be smucred on opposite sides of the road. 3. All buildings shall be designed to provide rooftop style, treatment and color 'Schemes which I assure minimal visual impact on the Monticello viewsbcd. Assurance of such style, treatment and color schemes shall be a condition of final site plan approval. Such approval may be given'by the Director of Planning and Community Development after providing notice to the Thomas Jefferson Memorial Foundation and an opportunity for Foundation comments to be considered. 4. Approval and execution of the Four Party Road Improvement Agreement substantially in accord with the document dated October 20, 1998, and attached hereto, shall be required prior to the approval of any development plan. If You have any questions or comments re warding the above -noted action, please do not hesitate to contact Inc. Sincerely, Elt(e INI--- wl�. &MM mm=-, Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Gordon Gledhill The Board also approved by a 6:0 vrote to rezone a portion of Tax Map 78, Parcel 13 from the Planned Development Mixed Commercial District (PD -MC) to Highway Commercial (HC) as outlined below and with acceptance of the applicants proffer (see attached). Tax Mir M -I& 89j_Q_ninon from EQK to HC A. i The portion of the Application Plan for ZMA 96-20 (Attachment B), outlined in green, which was added to Tax Map 78 parcel 13,1, is rezoned to HC (Highway Commercial) from PDMC (Planned Development -Mixed Commerciao, B. Accept the proffer pertaining to the 120 -foot 'no build zone" (Attachment 0), If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, V. Wayne Cili rg Ir Director ofplta inga&Community 0evelopme VWCI!cf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Matt Grimes, VDOT AL vat COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 McIntire Road, Room 227 Chadottesville, Virginia 229024596 FAX (804) 9724126 TELEPHONE (804) 296-5832 TTD (804) 972-4012 FkTrffri OT9 ME -11 ki Ila I TO: The file, ZMA 98-20 V FROM, Amelia McCulley, Zoning AdministratoiRnd Wayne Cilimberg, Director of Planning and Community Development DATE: 01119101 RE; Landscape Plans for the entire Pantops PD -MC zoned by ZMA 98.20 This document is a Memorandum of Agreement: set forth in an effort to meet the intent of the first "Requirements for Application Plan Approval* from ZMA 98-20. On October 21, 1998 the Board of Supervisors approved the Planned Development Mixed Commercial Application Plan with the following condition: 1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be provided as a condition of site plan approval for all development The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. The goal of 'full screening" is not only to fully obscure but to provide the maximum screening through integration with the existing character of the forested slopes within the viewshed of Monticello. The County, the Developer and Thomas Jefferson Memorial Foundation all hereby agree that the following guidelines will be used in review of all the pertinent site plans on a case-by-case bis: - The sites should appear as natural as possible after development. This may involve randomly placing trees on a slope rather than having a large mowed area or a staggered row of evergreens. It may also provide for screening evergreen trees to be mixed with deciduous trees so as not to create a "block of green' every winter when the deciduous trees in the naturalized areas surrounding the development drop their leaves. The screening needs to be substantial, but a softer silhouette than the standard, using indigenous trees wherever possible, and scattered or in clumps, not in rows, Consideration should be given to species that will grow to a substantial size and are disease resistant so that they will survive and integrate into the native habitat. There will be different considerations on each site depending on the acreage of the site, the topography or terrain, the visibility from Monticello, and the surrounding natural microcosm. The height, size, layout and colors used on the buildings to be constructed wilt also effect the required landscaping. Since cars and other vehicles reflect light and draw attention to one spot in a field of vision, thorough landscaping of parking lots and accessways is also a major consideration. Planning staff in their professional capacity will review the landscape plans for all sites within the PD -MC. In the process, they must uphold the Zoning Ordinance, the conditions of the Application Plan, and help achieve the goals set out above. Agreed to by: 92 q, Kat Imhoff, for Thomefferson—�odaf Foundation " Steve Mellon. for Hurt Inv6stment Company r, W� v L] 0 PROFFER FORM (For South Pantops Office) � -0NAL V NM NO ATTACHMENT D CN Original mner ii nut Amended Proffer 2/12/03 (Amendment # _L_L) Date: February l2, 2003 ZMA -009 Tax Map and Parcel Number(s) 78-73A 6.96+ Acre to be rezoned fromPDMQ to LDMC Pursimt to Section 33.3 of the Albernarle County Zoning Ordinanec, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. Throe conditions are proffered as a pan of the requested rezoning and it is agreed that., (1) the rezoning itself gives rise to the need for the s onditions; and (2) such conditions have a rcasonable relation to the running roquesL (1) The Owner hereby preTco not to construct any building within 120 fixt of the common property line with Carriage Gate (TW 78-20NN) for the purposes of the possibility of waending a road through that portion of thexrty for peripdl N years, ter such time this proffer will eVire. JX . 7 Itipit rtures -of 7110vwtnen J;ri'Ne'd'Narnes of All Owners Date OR Signature of Attorney -in -Fact Printed Name of Attornes,-ia-Fact (Attach Proper Power of Attorney) Original Froffa 1/7102 Amended Proffer 21-12-103 (Amendment PROFFER FORM (For Dennis Enterprise) Date: Febnuwv 12, 2003 ZMA # 2002-008 Tax Map grad Parcel Numbe*) 78-13 I + Acre to be rezoned from PIDMC to HC Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the propffty, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. (1) The Owner hereby 1proffm not to construct any building within 120 fed of the common property line with Carriage Gate (TNCP 78-20NN) for the purposes of the possibility of extending a road through that porfian of the property for a period of TEN years. After such time this proffer will expire, Z V AT. ALI — Signatures of All Owers Printed Names of All Owners Date igttatrrre of At omr y -in -Fact Printed Name of Attorney -in -Fact Date 01 /12 1 8 Scale 40' Sheet No. C2 OF19 File No. 1h I I NM NO ATTACHMENT D CN Original mner ii nut Amended Proffer 2/12/03 (Amendment # _L_L) Date: February l2, 2003 ZMA -009 Tax Map and Parcel Number(s) 78-73A 6.96+ Acre to be rezoned fromPDMQ to LDMC Pursimt to Section 33.3 of the Albernarle County Zoning Ordinanec, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. Throe conditions are proffered as a pan of the requested rezoning and it is agreed that., (1) the rezoning itself gives rise to the need for the s onditions; and (2) such conditions have a rcasonable relation to the running roquesL (1) The Owner hereby preTco not to construct any building within 120 fixt of the common property line with Carriage Gate (TW 78-20NN) for the purposes of the possibility of waending a road through that portion of thexrty for peripdl N years, ter such time this proffer will eVire. JX . 7 Itipit rtures -of 7110vwtnen J;ri'Ne'd'Narnes of All Owners Date OR Signature of Attorney -in -Fact Printed Name of Attornes,-ia-Fact (Attach Proper Power of Attorney) Original Froffa 1/7102 Amended Proffer 21-12-103 (Amendment PROFFER FORM (For Dennis Enterprise) Date: Febnuwv 12, 2003 ZMA # 2002-008 Tax Map grad Parcel Numbe*) 78-13 I + Acre to be rezoned from PIDMC to HC Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the propffty, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. (1) The Owner hereby 1proffm not to construct any building within 120 fed of the common property line with Carriage Gate (TNCP 78-20NN) for the purposes of the possibility of extending a road through that porfian of the property for a period of TEN years. After such time this proffer will expire, Z V AT. ALI — Signatures of All Owers Printed Names of All Owners Date igttatrrre of At omr y -in -Fact Printed Name of Attorney -in -Fact Date 01 /12 1 8 Scale 40' Sheet No. C2 OF19 File No. 78-73A4 SUNTRUST BANK ATTN: CORPORATE REAL ESTATE D.B. 1485 PG 406 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL 78-73131 + HANSEN ROAD PROFESSIONAL CENTER LLC ET AL. D.B. 3302 PC 527 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PBBC` PC)P,o 15' GAS LINEZ, EASEMENT DB 2103 PC 0113 N p 78-3A6+ 23`03'4 " R = 500.00' T = 102.00' L = 201.25' PBBC` PC)P,o 15' GAS LINEZ, EASEMENT DB 2103 PC 0113 N p 78-3A6+ oil, VIRGINIA SCHOOL BOARDS ASSOCIATION ET AL. D.B. 1485 PC 406 ZONING: PLANNED DEVELOPMENT 00 V,3 MIXED COMMERCIAL -7 1 C vn EASEf) R ELECTRIC TRANSFOR A M V 78-73AB R = 30.00'11 j T 37. 7' OF D.B. 5050 PC 437 L = 74.74'1 ZONING: PLANNED DEVELOPMENT J Lo 78-73A7 DJCM INVESTMENTS LLC D.B. 3045 PC 558 KING: PLANNED DEVELOPMENT MIXED COMMERCIAL 15' ELECTRIC EASEMENT DB yl 3294 PG 132 Yui .67� tail f 4 0 N 71 D TOP: 548.66 BENCHMARK: SANITARY MANHOLE TOP: 536.95 IN: 527.15 OUT: 527.05 ND OF SURVEYED WATER LINE. WATERLINE TO BE RELOCATED BENEATH FINAL GRADE. 20' ACSA WATER EASEMENT DB 2247 PC 89 4� 20' AC SA WATER\ & SEWER EASEMENT 522-4�� DB 1987 126 DB 2247 PG'\89 WAi Cmss (5 S2 ELECTRIC 'o WE 20' ACS\ TELEPHONEWATE S 23'33'15" IfEDESTAL EASEMENT- DB )P/'547,52 / V- OUT 539082 I 78-73AI RIVANNA RIDGE CHARLOTTESVILLE LLC 11.10 ACRES D.B. 1485 PC 406 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL ACCESS EASEMENT \"\,,, z --7 qgm 9'x.7�m mm '3' &-' wa 9�m am M-Aml-MaOi am SIM mm RM am M-4 mw om ON ww zm Nm MN /-50'INGRESS /EGRESS 10# gni KIN ROAD N 30*24'20" W 526.96' SPEED LIMIT 25 MPHEASEMENT 37-C)2'2-" TEMPORARY ----- ------ ------ ------ ------ ------ EASEMENT EASEMENT DB T = 115.61' DB 5077 PC 5084 PC 453 L = 223.12' 482 -7 -z)-l- / ,.,) Ll) va X b ELECTRIC TRANSF ER TELEPHONE I-- PEDESTALS I 8t' AJ Al 68*01'41 442.00' T = 298.29' L = 524.79' )01 el 'z 78-73AA ALBEMARLE LAND LLC v 10.97 ACRES D.B. 4416 PG 460 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL 1> ro Nib 20'DR A �AGE-- EA§E-MENT DB 2-172 PG 646 DB 1987 PG 114 a mm mm Em m Kwl oil, 00 V,3 -7 1 C vn EASEf) R MEI0 D� 78-73AB POINT CHURCH 6.14 ACRES OF D.B. 5050 PC 437 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL 4f 4p 4p 4# 0 mm* k4 9 PEDESTRIANk ACCESS EASEMENT \"\,,, z --7 qgm 9'x.7�m mm '3' &-' wa 9�m am M-Aml-MaOi am SIM mm RM am M-4 mw om ON ww zm Nm MN /-50'INGRESS /EGRESS 10# gni KIN ROAD N 30*24'20" W 526.96' SPEED LIMIT 25 MPHEASEMENT 37-C)2'2-" TEMPORARY ----- ------ ------ ------ ------ ------ EASEMENT EASEMENT DB T = 115.61' DB 5077 PC 5084 PC 453 L = 223.12' 482 -7 -z)-l- / ,.,) Ll) va X b ELECTRIC TRANSF ER TELEPHONE I-- PEDESTALS I 8t' AJ Al 68*01'41 442.00' T = 298.29' L = 524.79' )01 el 'z 78-73AA ALBEMARLE LAND LLC v 10.97 ACRES D.B. 4416 PG 460 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL 1> ro Nib 20'DR A �AGE-- EA§E-MENT DB 2-172 PG 646 DB 1987 PG 114 a mm mm Em m Kwl 78-73A7 -----�=—---—�-------�— � NN DJCK� INVESTMENTS LLC -~.|. ^/ <`_ �� D.B. 3045 PG 558 �---- --_'-�__-- - ' -----'--��] |N�' PLANNED DEVELOPMENT ' / | �==�� --'----'-- ---�------------------����~------------ ----'---T--��- -------'------------ _~^~ �'^ ` ^ ||'` 'MIXED COMMERCIAL ------ | \ \ ---- \ ----~ -----� ----- __------------- -------- //' ' || �� � || ^u6---- V---lMITS OF FIELD SURVEYED TOPOGRAPHY LL � | �---- ROLN|N ROAD TO BE WIDENED -�--�- -| - --�---- ------ ------ �------ ---- -----------------�-�-���---�------'-------------------------------������� |� EOR AD0���ONAL_5PACE5�__ uoza �-�������---��----� ---��-- �---- - ------�'---- ------ -- -------��.�^��--- ------- ��---- -���-����------------ ------ _ �U . . |� 40 0 40 80 120 SCALE: 1 40' NEW 10° DI -313 ,7. 0 SCx 0 ELECTRIC TRANSFORMED� u J61P.49 Ta j 0`r d fir'aer Knox Box Required 1 10 on Building., f rd 'w — Kno,, (0tquil C S S J 402 SF TOP: 507,-9 F-OOTPRINT ?T IN: 01.9 bf 0 1 -J&II 19" 80 SF GFA OUT 5 1. 30" HIIPE 0 -'OP: 50,'111111.}1fl�x N: 496, N 49'1 UUT `a m E E X. CG -41 Mechanical Equipmen Roof to be t ScLocated c)n Waits, Visibititreened with Parapet S Equipment foymof 0" Mechanical Corridor will the Entrance S be Elirni, "ted, 1D S ds 4 AD RD it JID �B; w Manz - EX.: Dl-- D-,�-- O`P�49 -8 ONC. FLUME TO CUT: : 496-1508 EX. DI -7. ---T9--R9kAN— IN SUMP TOP: 548.66 01 TOP: 536.95 IN: 527.15 10 21, OUT: 527.0521, X. GiontPntps-1-6 ND OF SURVEYED WATER LINE. 0 WATERLINE TO BE RELOCATED BENEATH FINAL GRADE. LEPHONE 45 PEDESTALS ELECTRIC TRANSFORM 0 0 -S7 /Q 4 k, C) (40 C) 0 6 -0— PRQ X. Q/[ 0 INV. OUT 532 TOP/"547.52 EW INLINE Al CSS LA //vE7 c�'/8 ISOLATOR VALVE ELECTRIC 2'1 X:x K, B2 B3 "X4" TEE AND "GV CAP FOR NEW 6' DI -3C • TELEPHONE PEDESTAL a NwIl 86.9 481 ou-r-. a03 FLUME 0 EX. DI STRULT N N N W W < > V) 0 J J V) W V) < 0 W QC qp 0 U U � JUS SHIMP US < kiMoo. 45183 �C X SSto V, M m K C14 it ES-�\zz x:10 xxx N, N� Z Z' Z z zz- z 111 1�le J Uj ,6 OTOP: 488.75 Uj N. 478-95 -------- PA J Uj J z Date 01/12/18 Scale 3) 2 1 =30 Sheet No. 30 0 30 60 ---90 C7 OF 19 I File No. SCALE: m1JL = 30' 1 16.0251 Ask M m K C14 it ES-�\zz x:10 xxx N, N� Z Z' Z z zz- z 111 1�le J Uj ,6 OTOP: 488.75 Uj N. 478-95 -------- PA J Uj J z Date 01/12/18 Scale 3) 2 1 =30 Sheet No. 30 0 30 60 ---90 C7 OF 19 I File No. SCALE: m1JL = 30' 1 16.0251 PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Mi n Col.fHeight Quantity Total Height(ft) Can aSFpY Total Canopy an Reference in 10 Yrs SF Large Deciduous Tree Quercus alba White Oak 2.5" 25 22 243 6075 Large Deciduous Tree Quercus bicolor Swamp White Oak 2.5" 25 20 299 7475 Large Deciduous Tree Fagus grandifolia American Beech 2.5" 4 20 227 908 Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 2.5' 8 20 397 3176 0 Large Deciduous Tree Ulmus americana cvs. American Elm Valley Forge' 2.5" 9 15 397 3573 Large Deciduous Tree Liquidambar styraciflua Sweetgum 2.5" 8 15 249 1992 Broadleaf Evergreen Magnolia grandiflora Southern Magnolia 3-4' Ht. 12 14 54 648 Broadleaf Evergreen Juniperus virginiano Eastern Redcedor 3-4' Ht. 12 14 16 192 Broadleaf Evergreen Pinus strobus White Pine 2.5" 26 24 118 3068 Evergreen Tree Tsuga canadensis Eastern Hemlock 2.5" 5 10 16 80 }` r; Small Flowering Tree Magnolia virginiona6' Sweet Ba M,y❑ 9nolia 26 10 113 2938 Small Flowering Tree Cersis canadensis Eastern Redbud 6' 15 10 124 1860 4.y Broadleaf Evergreen Shrub Magnoliag andiflora 'Li1.} Little Gea 6 60 22 82 4920 Broadleaf Evergreen Shrub Myrica penslyvanica Northern Bayberry 24" Ht 60 3 1$ 1080 i Broadleaf Evergreen Shrub Ilex vomitoria Yaupon Holly 24" Ht. 60 3 16 960 - Deciduous Shrub Fathergilla gardenii Dwarf Fathergilla 24" Ht. 60 Low Maintenance Ground Southeast Native 866ac Cover 1 Grass Seed Mix Low Maintenance Ground Southeast 101b -`� Cover 2 Wildflower Seed Mix TOTAL SF: 36945 0 2 d 0 LANDSCAPING REQUIRED: ° � Z SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. „ w SITE AREA 267,535 SF x 10% = 26,754 SF Z_ CANOPY REQUIRED: 26,754 SF Z CANOPY PROVIDED: 38,945 SF CANOPY PROVIDED " w I STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD Z :EHANSEN RD — 396 LF/40 = 10 a ROLKIN RD — 1,320 LF/40 = 33 6 ROLKIN RD (OFF PROPERTY) — 428 LF/40 = 11 REQUIRED 54 LARGE SHADE TREES '1 V) PROVIDED 54 LARGE SHADE TREES 11 ALONG HANSEN RD & 45 ALONG ROLKIN RD. NOTE: TREES OCCASIONALLY NOT 40' O.C. DUE TO SITE RESTRAINTS SUCH AS 'SIGHT DISTANCE TRIANGLE' AND EASEMENTS. THREE PRESERVED TREES ALONG ROLKIN COUNTED TOWARD N STREET TREE CALCULATION. a) N INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA, 46,281 SF X .05 = 2,314.05 SF w�j w 4 REQUIRED 2,314.05 SF OF LANDSCAPED AREA u > PROVIDED: 9,106 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) > 160 PARKING SPACES (16 / 10 = 16) z w REQUIRED 16 LARGE SHADE TREESI- PROVIDED:16 LARGE SHADE TREES �"► in o SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & AND RETAINING WALLS W _J Cq NOTES: C 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around o) 0 shrubs. 2. All other landscaped areas shall be sodded. 3. 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. i,' 4. All landscaping and screening shall be maintained in a healthy condition by the current owner or property � TH C owners' association and replaced when necessary. Replacement material shall comply with the approved p landscape plan. 5. All new planting shown on the plan will be completed after building and road construction to avoid tree planting' damage. 6. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. JUST HIMP 7. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements c. 45183 associated with this project. 4 MAINTENANCE: * LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer" C%I months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm—season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. — PLANTING GUIDE 'AMERICUS'INDIANGRASS Sorghastrum nutans USDA—NRCS Jimmy Carter PMC Americus, Georgia SEED MIXES: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) — Mix the following seeds: • Kentucky 31 Fescue (Festuca orundinacea) — 100 Ib/acre, Red Top Grass (Agrostis gigantea) — 20 Ib/acre, Virginia Wildrye (Elymus virginicus) — 20 Ib/acre, Little Bluestem Grass (Schizachyrium scoporium) — 20 Ib/acre, Purpletop ,_01 (Tridens flavus) — 20 Ib/acre, and Broomsedge (Andropogon virginicus) — 20 Ib/acre, Indian Grass (Sorghastrum nutans) — 20 Ib/acre. 0 0 0 SOUTHEAST WILDFLOWER SEED MIX (AMERICAN MEADOWS INC.) — The mixture includes: { J orss<n,n�a.. W.OA x r..wu.mnu: m.Q r..,.N[�SCA N 82 I • • 30 60 '• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SCALE: 1 • _J A` 4 r 14 41 1_4 Yk' l 401 l f �7 V f j kc`, CY)i /y Uj LU 'TREE PROTECTION FENCING,� :1z LU LU "A/ U TREES:/` NO DECIDU0 S"T EXISTI A TREE PROTECTION FENCIN / If -C-- AX__HEIGH INC WA T _e' _E - - - - I "' I �1 1, _"11 E, I, G� ,WALL D 30 0 30 60 90 SCALE: 1 30' SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS xvj . . . . . . . . . . . . . . . . . . . . . . SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETAIL_ qqjNat —ToSeale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIMILAR 1-112" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGH 4" COMPACTED EARTH WA TERING BERM EXISTING GRADE PLANTING PIT, SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS.r1pipialm, REMOVE BURLAP & STRING FROM TOP 1/3 OFROOT BALL UNDISTURBED SOIL 2TREE PLANTING DETAIL C10 Not Ta Scale im TWO TIMES BALL DIA. (MIN) SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE T72 FE4NCINC AND ARMORIN6 ORP UW-', IN SNOW FENCE IMMEEM VFW —PLAS'FIC FENCE: CORRECT METHODS OF TREE FENCING -1 --- ;ir ow — - CORRECT TRUNK ARMORING 40 No TRIANGULAR BOARD FENCE Source, Va. DSVVC 111-401 TREE PROTECTION FENCING (TP z SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. 1 7 '— 3X —3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4:1) to 50% 1 Not To Scale Cr rnty of Albentafle Causki"'Itilan PI", Ch4cltll�t - To be fila�kd. an Liwdscapv blears (11 , "db4* pp 111-284LI 11-297 for comphte soecillic4dons) 2:1 ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT, WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL rmms to be sav ad; 1,iraits of cl"g (outsidt dripline of trams to be savLA); Lotc-ation and qkpfpro6&AWefa:ncir;g; L3 Orade'changL-. iiquiring tri walls or wal1r, U proposed treno.fng or turweling key9nd the limits of elvoring, in j All tric�s to bie szvd shaflbmwr6dyith print or ribbon at aWght clearly visible to Ouiprnen(operjtom i U No gmdhig xfiall,begln until the = iriarlting has been irutpedcd and approved by,a County Jnspc4aor, 'rrcc prcstxvatim end prowrtimi measures shall bc revi6ved with the contwtor on site, rk ,nwrig-0 ar traffic unci scot ageof construction rnateiials including soil shall net bapdrmitted within the driplines oftreet tray be;Eavzd. 5. e COS., Such devices shulliflot as it r iy aft et trim to bi saved. jk7ir6 arig not p4iffinhVid within 100 feet of thedriplifie of trtes to Vi saved, Toidc materials shall not bt storttl within 100' Nul of the driplinu of trees to be saved, _j TBcs to be retained within 40 fact of a proposedbuildinS or gTnding activity shall be protected by Iencirig� I'dwin shall be! in plan cte- and shall be, inspevir-d and appwv4by a Count l Inspector prier to W -tiding ot 9, Tr" WsMi. When the ground Itwi must bo raised wilhin the driplineofia tree to btsavtd, a tree well shall bc provided and a wwtMedon detail submincd for appmvaL Wheb the ground Istel must buHoV,*fW within the dripline A trek to be saved, a tree wall shrill beprovid4-and a cons"rictian detail submitWd far approval. 11. ub, rat. L01 14IN In _U -101 941 13 Wica-, m-,- chingii Tcq-uired within the limits orf cleating, h4hall be done as faraway frown the maks of tr=s as possible. Tunneling unde'r alai& tzvv`slill U'cWasWrW xs an alteftiali+i 'wWn it is anticipated that nary trenching will dashw WAer moM, itimisrunovedduriag thefinal cleanup. 13. Dw-nagM trees shall Ive treated itrunediately by pruning, fertilization or otherahods recommended by atree spedelis' , NCrMITISTFIE EVELOPEWS RESPONIBILITY TO CO" OE THE CONTRACTOR ONTREE CONSERVATION "I f / RF*i1amuNTS. 71relfiRWHE-0 CONTRACY PURCHASER SIGNATURE (DATE) W1106 Page I ofi I CONSERVATION PLAN CHECKLIST CONSERVATION `0.0 +0.0 +0.0 '0.0 *0.0 f+DA +0 €x^ + +$ 0.0 a. 1. `0.0 * x '0.0 + s. t + 00 ;k *0.0 *0.0 + . .:. t �� +o.o + . . + + t' O.D O.d. *0.0 +0.0 +0.0 +0.0 a.o aD 0 +0.0 -� +0.0 +0.0 0.0 *0.0 +0.0 +0. t *0.0 +0 + D.D +0.0 f' o.� *0.0 +0. + 0 s m' +0.0 `. +0.0 q.0 +0.0 0.0 +0.0 +0.0 z +0.0 +a. " P.O +0.1 +0.0 *. X0.0 +0.1 +0.0 +0.0 +0.0 dA1. 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GARDCO 900 -NW -G2 ECF -SMALL, 48 LED'S, 0:0".' a:Ci 0.0 0.0 900 -NW -G2- -4-HIS 4000K CCT, TYPE 4 -HIS 4-HIS.IES ASPHALr PAI OPTIC, HOUSE -SIDE INTERNAL SHIELDING + }+ a.DD.aD.aD.fl .0 o.Do .oq:� .t+a.o+a.o +D.o 2 PHILIPS ECF -S -48L- ECOFORM AREA LED LED 1 ECF -S -48L- 135.1 1 �.a,.,,�_..+_o_ ..a-.-_.�+.wD _..o,.+.o.._._o..w_._+..a_._a--+_o., �.a..�....+..a.._.a_ GARDCO 900 -NW -G2 ECF -SMALL, 48 LED'S, ._.a..�,....+�w+.o>" .o +a.a +o.o +o.D 900 -NW -G2 - 4000K CCT, TYPE 5 -HIS OPTIC, NO SHIELD 5-HIS.IES B 1"4 e+o 4+ + +�+ �o +o.o �07a.a +a.o t + .on+oo+o.a +a.a+o.o+a.o+a.o __„ „ +o.a +o.a +a.o STATISTICS �0.o *0.0 *0,0 0.0 +0.0 +0.0 '*0.0 +O.- - +0. *0.0 NOTE: + + + + + 1. All pale mount fixtures shall be mounted at a total height of 1'5' from the finished grade which includes the pole base, unless noted. 0.. 0. 0.0 ao o.o o.D o D a 2. 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Ln �C5-F5 .SR1 .1 "OF 8 9 ®.2..3� IN IN --500.3 495 .- 13 49�+5Q 15 515 ...... ....._ 10+0a 10+50 s Q1 -D3 STORMPIPE PROFILE 013 VERT 1'=10' (inih7r) HORZ 1 "=40' 510 505 500 1 d 7 495 11+a�a9Q 525.-REWALL..w �.� . 525 C 4 1 540 00 a} �J1 .:. 535 M 00 133 C6 CD 530 520 - - 525 .�L . . �T 52 520 N = ca 520 C5 -C4 C4 -C3 to 51 w �y w n 1p0+50 T6 +50 Ln �C5-F5 STORMPIPE PROFILE 8 9 515.. 11 .- 13 14 15 515 ...... ....._ _._. _J..LUCD .. ... ......... (ft) (ac) A1 -X5 C1 (inih7r) (cfs) (cfs) (cfs) 0f1 - 510 ft/ ft) (' fu ft) (ft) (ft) (C +-- (cfs) (ft) (ft) 510 7269 587 0.35 0.17 X1 -C1 X2 505 0.90 _ . X2-1`5 X3 505 20294 0.61 0.91 X3 -El X4 X5 A2 500 L� 6 - ,� 0.32 500 2.25 - 2.25 0.015 01.01 - - 0.22 0.5 495 ��.� :; ®,��- �... 495 0.32 �.���" 1.27 - 1.27 4.015 4 - 490 .: _ ;... .,. 0.3 6.48 490 _ 10 8-66- LF 0-69 019 485 �I E .ltGll JAS EX: INV OUT -484 4 15' -RCP - ..: STI 485 1 4.015 0-017 4.016 507,0' 0.15 01-5 0-3 9-39 �El -E3 STORMPIPE PROFILE C13 VERT 1 � 10', HORZ 1'=40' NOTE: CONCRETE INLET SHAPING (IS -1) SHALL BE PROVIDED IN DRAINAGE STRUCTURE W/ 4' OR GREATER DROP 550 �.� . 545 C 4 1 540 E z.r a} �J1 Exsting..:rde__ 535 M 00 133 C6 ' C 530 P.r p.5sed. Z 525 cn . . �T 52 N' o Y`w LL i�yy N = ca 520 C5 -C4 C4 -C3 to 51 w �y w n 1p0+50 T6 +50 16 �C5-F5 STORMPIPE PROFILE C1 VERT 1:10'. HORZ 1 =40 C13 VERT 1`_-10' ! HORZ 1"=40' La -204 Stormwater Inlet Computations C inlets on Grade Only Sag Inlets Only E z.r a} �J1 Cra U 4 U m 4 LL 133 C6 ' C c q) U > '�}j�.�� 'tif 75Lf Q cn dr g /�p�3 Ql N' o Y`w LL i�yy N = ca 0.28 0.18 C5 -C4 C4 -C3 to 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12227 5867 (ft) (ac) A1 -X5 C1 (inih7r) (cfs) (cfs) (cfs) 0f1 - fu ft} ft/ ft) (' fu ft) (ft) (ft) (C +-- (cfs) (ft) (ft) (it) 7269 587 0.35 0.17 X1 -C1 X2 0.90 1.25 X2-1`5 X3 39760 20294 0.61 0.91 X3 -El X4 X5 A2 CSI -30 6 0.41 0.77 0.32 7.1 2.25 - 2.25 0.015 01.01 0.023 - 0.22 0.5 0.44 9.49 0.32 4.0 1.27 - 1.27 4.015 - 0.15 0.6 0.3 6.48 A3 DI -3B 10 0.27 0-69 019 7.1 1.34 - 1-34 4.015 0-017 4.016 - 0.15 01-5 0-3 9-39 0.19 4.0 0.76 - 0.76 0,015 - 0.1 0.5 0.2 6.44 B3 DI -3C 6 0,12 4.77 0.Q9 7.1 0.65 - 0.65 U15 QM 4.030 - 0.13 0.5 0.26 4.35 0.09 4.0 0.36 - 0.36 [7.015 - 0.09 0.5 0.18 2.93 C6 DI -313 6 01.14 0.82 0.11 7.1 1 0.80 - 0.80 0.015 0.012 0.438 - 0.11 0.5 0.22 188 0.11 4.0 0.45 - 4.45 0.015 - 0.08 0.5 0.16 1.96 C5 DI -3B 12 0.28 0.80 0.22 7.1 1.58 - 1.68 0.015 0.01 4.040 - 5.40 0.22 100.0% 1.58 0.00 0.22 4.0 01.69 - 0.89 0,015 - 4.37 0.17 100.0% 01.89 0.00 C4 DI -313 6 0.18 0.84 0.15 7.1 1.10 - 1.10 0.015 0.01 0.040 - 0.14 0.5 0.28 3.39 0.15 4.0 0.62 - 0.62 0.015 - 0.09 0.5 0.18 2.31 C3 DI -3@ 12 0.08 0.73 0.06 7.1 1 0.42 - 0.42 0.015 0.1 0.010 - 5.09 0.05 46.2% 0.19 0.23 0-06 4.0 0.23 - 0.23 0.015 - 4.0£ Q_04 572% 0.13 010 D2 DI -313 10 0.15 0.90 0.13 7.1 0.93 - 0.93 0.015 0.04 0.010 - 8.14 0.08 88.71'fo 0.83 0.10 0.13 4.0 4.53 - 01.53 0.015 - 6.59 0.07 1DO, 0% 0.53 0.00 E3 DI -3C 8 0.32 0.82 0.26 7.1 1.86 4.23 2.09 0.015 0.41 0.028 - 0.24 0.5 0.48 8.38 0.26 4.0 1.05 0.10 1.15 0.015 - 0.16 03.5 0.32 5.62 ABl DI -3B 20 0.45 0.58 0.26 7.1 1.85 - 1.85 0.015 4.071 4.020 - 6.14 0.12 99.7°10 1.85 0.01 0.26 4.0 1.04 - 1.04 0.015 - 4.94 0.10 100.0% 1.04 0.00 Al DI -313 20 0.28 0.59 0.17 7.1 1.17 0.01 1.18 0.015 0.071 0.020 - 5.18 0.14 140.0% 1.18 0.00 0.17 4.0 0.66 - 0.66 0.015 - 4.'17 0.08 100.0% 0.66 0.00 C1 DI -2C 6 0.61 D_54 0.27 7.1 1.94 0.17 2.11 0.015 0.022 0.0201 - 0.16 01.5 0.32 5.93 0.27 4.4 1.10 0.00 1.10 0.015 - 0.13 0.5 0.26 3.2 E1 DI -3B 10 0.32 0.49 0.16 7.1 1.12 1.12 0.015 0.028 0.420 - 0.04 0.12 93.8% 1.05 01,07 0.16 4.0 0.63 4.63 0.015 1 1 - 1 4.87 0.10 1 100.()% 0.63 0,04 1wiWash"14 k7 Ms[=IMIN=.21 --6 550 :v 545 z_. 7111k 535 530 525 ^9 520 11+015 NLTIJ U JUSrSHIMP 1 .45183 ly-to� Area Name Ares (sq ft) ImpeNous C A Pipe Section A2 A3 18012 11895 13973 7784 ---- --_�_---- A2 -Al A3 -A2 133 C6 5156 6054 4019 5200 0.77 0.82 0.12 0.114 B3-132 C6-05 C5 04 12078 8041 10101 7223 0.80 0.84 0.28 0.18 C5 -C4 C4 -C3 C3 D2 3514 6362 2502 6362 0.73 0.90 0.08 0.15 C3 -C2 D2 -D1 E3 14022 12059 0.82 0.32 E3 -E2 AB1 19539 9106 0.58 --6 550 :v 545 z_. 7111k 535 530 525 ^9 520 11+015 NLTIJ U JUSrSHIMP 1 .45183 ly-to� Area Name Ares (sq ft) ImpeNous C A Pipe Section A2 A3 18012 11895 13973 7784 0.77 0.69 041 0.27 A2 -Al A3 -A2 133 C6 5156 6054 4019 5200 0.77 0.82 0.12 0.114 B3-132 C6-05 C5 04 12078 8041 10101 7223 0.80 0.84 0.28 0.18 C5 -C4 C4 -C3 C3 D2 3514 6362 2502 6362 0.73 0.90 0.08 0.15 C3 -C2 D2 -D1 E3 14022 12059 0.82 0.32 E3 -E2 AB1 19539 9106 0.58 CI.45 A61 -A1 Al 12227 5867 0.59 0.28 A1 -X5 C1 22038 8863 0.54 0.51 0f1 - E1 14138 4373 0.49 0.32 E1 -Cl X1 7269 587 0.35 0.17 X1 -C1 X2 0.90 1.25 X2-1`5 X3 39760 20294 0.61 0.91 X3 -El X4 X5 8554 9700 1524 4787 0.56 0.60 01.48 0.22 X4 -X3 X5-704 MA 6746 4042 0.66 0.15 X3A-X3 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). 8. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADENED LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). oz) 54! 54( 53, 531 52` 52( 51: 51 9+50 10+00 10+50 11+00 11+50 545 540 535 530 525 520 515 510 505 m. 10+00 10+50 11+00 11+50 11 EXISTING WATERLINE RELOCATION PROFILE C1 4)VERT i'=10' --------- ---- HORZ 1"=40' FRAME TOP ' afwo O&VIA A C5k t #AY BE L:?5E6 W1t" f0mr. _ 22" Vk, APPf-TTJat. Y1 Elea a` _ COVER 17D CBS, w I e w SECTION A -A '_"qFF 1 4 cit a 1i'ECFY.:dYdNd STANDARD MANHOLE FRAME AND COVER 224 REV,7P1)2 3a2 VIRCINA IEPAIR.TMENT O4" TRk6F0FlT'ATIC%4 1106.04 540 535 530 525 520 X515 510 550 545 540 535 530 525 520 515 12+010 545 540 535 530 525 52MID 10+00 10+50 12 NEIN WATERLINEPROFILE C14 VERT i _ 10'; -- ---- -- -- HORZ 1 =40 540 535 530 525 520 515 510 540 535 530 525 520 515 510 10+00 10+50 11+00 �10 BUILDING SANITARY LATERAL PROFILE C1VERT 1'=10' - - --- - HORZ 1'=40' -VAL' E 6cx TO METE ti -.i; •[ AEE FL-".. --- THi,0111 t'Y ------ FITTI`a +M:=.TEF: 1..1�vIIa l�, THREL-,FDF F' FITTIN" FES-TRAINE,, 60I NT FITTLK`F H'OTE.: C,ATEVAL'a`EAIILLLIE 4 4JNLEYSOTHERWISE SPECIFIED 5YT'HEAC.IA. SERVICE LINE TOCONNEC AT MAW WITH X"x4TEE: REFER TOFIG -V,`-3FOR THRUST CLCCXDEFPAS NTE._ REFER TO FIC, W-5 FOR T'HRUSTBLOCK'LIETAILS AND DEPTH.Of 004ERgON GATE VAL4'E. NO CONCRETE SHOULD BE POUREDCIN ANY PARTOF THE RE ,TRAINED I&N T. US: PLASTIC SH ETMG AS !FROTECTIOS•t FOR BQLTS. USE 2540 P.Sl CONCRETE_ L ;r E ',f°ETE - EI k.`'I'JE LI E K a FIC T- 11 +00 545 540 535 530 525 11 +5T 1431-1 RENCJ DIMEP1510N5 -� O0VEC +4' P��} L f ONIDIT15N§ a FI�0 gI��.I t � A !rL_X L...7 �y y' ki 'A [25mm] _3 00` t R. 0. LL. G � - MIN. 1T S, E3� 41 E'- 49H7Ik7hiAi. El k-�.3P '0 1 3f {3��! IL-®7�' �k-^d}:L�I El El IlL.._k0rr f=' � I� D - cortex. a Las, S:CVEH �c. Las, ± 2, 56 d � 3.41 fl.29 :`LAN - TO 22"PDIA. DIFFERENCE ACROSS M.H. 5" G NINGMUT LOGPGING A�_EAIBLY 72- AIN. LlI - 6tF�A55 N OTE $: SECTION A -A 2- MINIMOM WALL THIC41ES5 FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4" - MINIMUM WALL THICKNESS FOR VAULTS CGNSTRUGTEG OF MASONARY BLOCK SHALL BE Sp - AdACt€INE33 22%` Lna TYPICAL I�/IETEP VAULT (1 1 /2" METER) I� �s I� 1 R J1F IC COND[TIOINc TD -1S 14110 0 El E_r ----- 2. 51) a `GTA _E T� !00_ )r -,l 111711 T TWIST .. ° '�,..-'�. LiLi '' OPTIONAL IF 24„ DIA. `-I 33" DIA, �Y 'yj �E''^'�T (f'-�r ,7��-�''p4 gg--�t N :� { El L..._1� IL..._b T�-•-_�1 •, `° f _ TONE. �'E Q,0. OF GASKET GROOVE FRAME $E71ION , FRAME TOP ' afwo O&VIA A C5k t #AY BE L:?5E6 W1t" f0mr. _ 22" Vk, APPf-TTJat. Y1 Elea a` _ COVER 17D CBS, w I e w SECTION A -A '_"qFF 1 4 cit a 1i'ECFY.:dYdNd STANDARD MANHOLE FRAME AND COVER 224 REV,7P1)2 3a2 VIRCINA IEPAIR.TMENT O4" TRk6F0FlT'ATIC%4 1106.04 540 535 530 525 520 X515 510 550 545 540 535 530 525 520 515 12+010 545 540 535 530 525 52MID 10+00 10+50 12 NEIN WATERLINEPROFILE C14 VERT i _ 10'; -- ---- -- -- HORZ 1 =40 540 535 530 525 520 515 510 540 535 530 525 520 515 510 10+00 10+50 11+00 �10 BUILDING SANITARY LATERAL PROFILE C1VERT 1'=10' - - --- - HORZ 1'=40' -VAL' E 6cx TO METE ti -.i; •[ AEE FL-".. --- THi,0111 t'Y ------ FITTI`a +M:=.TEF: 1..1�vIIa l�, THREL-,FDF F' FITTIN" FES-TRAINE,, 60I NT FITTLK`F H'OTE.: C,ATEVAL'a`EAIILLLIE 4 4JNLEYSOTHERWISE SPECIFIED 5YT'HEAC.IA. SERVICE LINE TOCONNEC AT MAW WITH X"x4TEE: REFER TOFIG -V,`-3FOR THRUST CLCCXDEFPAS NTE._ REFER TO FIC, W-5 FOR T'HRUSTBLOCK'LIETAILS AND DEPTH.Of 004ERgON GATE VAL4'E. NO CONCRETE SHOULD BE POUREDCIN ANY PARTOF THE RE ,TRAINED I&N T. US: PLASTIC SH ETMG AS !FROTECTIOS•t FOR BQLTS. USE 2540 P.Sl CONCRETE_ L ;r E ',f°ETE - EI k.`'I'JE LI E K a FIC T- 11 +00 545 540 535 530 525 11 +5T PIPE EMBEDMENT (DEGREE RENCJ DIMEP1510N5 -� TEE AND PLUGS +4' MPJ. EF a � I ,f- a [25mm] BEND LL. G � - MIN. 1T S, y 41 E'- r L H so" PRECAST REINFORCED A I 3&' 2, 56 d � 3.41 fl.29 0 1B VAN: -RETF. .I'kEl.. ti1PaT F-rf ' DIFFERENCE ACROSS M.H. 5" G NINGMUT LOGPGING A�_EAIBLY 72- AIN. LlI - 6tF�A55 N OTE $: 1, PRCMI)E A 6" THICK GRAVEL BED BENEATH THE METER VAULT, 2- MINIMOM WALL THIC41ES5 FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4" - MINIMUM WALL THICKNESS FOR VAULTS CGNSTRUGTEG OF MASONARY BLOCK SHALL BE Sp - 3. THE OUTSIDE OF THE VAULT BELOW GRACE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL I�/IETEP VAULT (1 1 /2" METER) NTS FIG. 1'f-713 TD -1S PIPE EMBEDMENT (DEGREE RENCJ DIMEP1510N5 45' TEE AND PLUGS VOL. SIZE EF M -1E, 'F.-' LPvF --- --- 1 - P px L I ,f- a [25mm] BEND LL. G :. a 41 E'- r L H T PRECAST REINFORCED A 9O 2, 56 PLUG 3.41 fl.29 MINIMUM ELEVATION -RETF. .I'kEl.. ti1PaT F-rf ' DIFFERENCE ACROSS M.H. 5" 2 ( I -LI1,E d5 22 1/2 ,f 70P "1:f" i 'I t 1 FOR ALL FENDS THRFAC:EL,.011='LfN u' 225 FGR TEE OR WYE FITTINGS LEE`,'E 5 PIIt'PLE AI ,Vf _ ifE" (23mm) 6V 8055 71 i fa WIDEN TRENCH TO ----- 2. 51) L.,RRIJATE ALL TH .E -_._. ACCahAM00ATE / .r'Ij - TWIST .. ° '�,..-'�. 90 [66ASK � [36mm] if4 (6mm] Ci4 �+ i/5" o 24 ❑N NEOPRENE �aASY,ET [79mm] '' It'ETE-: € (;';t -'SEE FII.. N- r, IF 3.16 VALVE 4.46 SPECIFICALLY DETERMIh•IED UY THE CONSULTANT FOR THE SOIL CONDITIONS. TONE. �'E Q,0. OF GASKET GROOVE FRAME $E71ION , LLaEI 45 26& T" 11D AT , IF '?.?7 0.26 '` ., DAVE "LLr)`*.-3 REDOING AiTIE~ r"9'$IE E BRA33', t I,E &� 22 1,12 i. 2.75 REQUIRED ANO ER :ik4ANIN „{ALLE -,." THI?E^-. WA TE ,EL T.4- 3:16 2.91 H,RE SAME `1IE"E 0,32 CONNECTION " BOOT' " DE ;. ; E;•, ,.ae 2.78 (TYPE "A a a -t, TYPICAL ` .s FIt E HK):� "T ._HALL T -T L T LLET AT LU �TIO1 'RETE- VEE" ` PLUG a$" H)LE ARE Ai ;'E' THE EIfrILIE! RLkIt dd3TEK; ELE,r,TI <P,', IF 9G 4.83 FI°; ^N-:5 q TD -1, PIPE EMBEDMENT (DEGREE RENCJ DIMEP1510N5 45' TEE AND PLUGS VOL. SIZE EF fFEEi} P px L I ,f- a [25mm] BEND :. a H r L H T PRECAST REINFORCED A 9O 2, 56 PLUG 3.41 fl.29 MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 2 ( I FROM INLET TO OUTLET d5 22 1/2 ,f 2.25 2-4D 'I t 1 FOR ALL FENDS 2.61] 225 FGR TEE OR WYE FITTINGS D.15 ifE" (23mm) 6V 8055 71 i fa WIDEN TRENCH TO ----- 2. 51) 9.1U ACCahAM00ATE / .r'Ij - INLET & OUTLET PIPE SHALL BE 90 [66ASK � [36mm] if4 (6mm] Ci4 �+ i/5" o 24 ❑N NEOPRENE �aASY,ET [79mm] '' ANCHOR IF 3.16 3.31 4.46 SPECIFICALLY DETERMIh•IED UY THE CONSULTANT FOR THE SOIL CONDITIONS. REQUIRED. Q,0. OF GASKET GROOVE FRAME $E71ION , EXTENDED OR NON -EXTENDED BASES. 45 26& 2.filj '?.?7 0.26 TYPICAL MANHOLE SECTION REDOING AS &� 22 1,12 4 2.75 REQUIRED 0.13 3:16 2.91 2,56 0,32 CONNECTION " BOOT' " ,t 77 , 4 ,.ae 2.78 2.a7 a -t, TYPICAL ` .s FIt E HK):� "T ._HALL T -T L T LLET AT LU �TIO1 'RETE- VEE" ` PLUG a$" H)LE ARE Ai ;'E' THE EIfrILIE! RLkIt dd3TEK; ELE,r,TI <P,', IF 9G 4.83 3. F53 q MIN LJ;CE: AND THE H r i: -NT 'HALL DE 1 .�t+I EE `?Y. FIG. S -IB TY'I'CAL FIRE H r�1,=WANT A E:: l_�LY `fETA:IL. AJI T 3.3.3 3.5� 2.45 0.43 T r SECTION 1-1 2.83 4.52 SECTION 2-2 2.3 ; 'L.58 2.8E CS.24 71 � /+ 1.33 2.33 2.84 G.1 B 1. THRUST BLOCKS ARE REL'LIIRED WHENEVER THE PIPELINE : CHANGES DIRECTIDN, CHANGES 5IZE, DEAD ENDS AND AT VALES. 2- USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED €1N ANY PART OF THE JDINT. 4. THE CONSULTINU ENGNEER 'SHALL BE RESPONSIBLE TQ THE VERIFY THE TYPE & 51ZE OF ALL THRUST BLOCKS- -CONCRETE THRUST BLOCKS N1 TS H�. W-3 PIPE EMBEDMENT (DEGREE RENCJ DIMEP1510N5 VOL TEE AND PLUGS VOL. SIZE EF fFEEi} CU.YD: (FEET} CU.YD. [25mm] BEND f 4 Q PIICKHOLESD L H r L H T PRECAST REINFORCED A 9O 2, 56 2.56 3.41 fl.29 MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET d5 22 1/2 2.GO 1.501 2.25 2-4D 2.£O 2-52 0.15 0.10 2.61] 225 2.50 D.15 ifE" (23mm) 6V 8055 71 i fa 1,50 2.46 2. 51) 9.1U I� [667mm] [178mm] 26' DIA 1 I/2 INLET & OUTLET PIPE SHALL BE 90 [66ASK � [36mm] if4 (6mm] Ci4 �+ i/5" o 24 ❑N NEOPRENE �aASY,ET [79mm] PROVIDED. MIN, 5" OEDDING 90 3.6ra 3.16 3.31 4.46 SPECIFICALLY DETERMIh•IED UY THE CONSULTANT FOR THE SOIL CONDITIONS. Li"J4,:'dETE::A '° TEEL IALE - SH`kLL Q,0. OF GASKET GROOVE FRAME $E71ION 4 EXTENDED OR NON -EXTENDED BASES. 45 26& 2.filj '?.?7 0.26 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE IN (TIN S 1/2' MI ',E F V THE VAIN Tr THE FIRE HY RT%NT &� 22 1,12 1 66 2.75 2.59 0.13 3:16 2.91 2,56 0,32 CONNECTION " BOOT' " ,t 77 , 4 ,.ae 2.78 2.a7 a -t, TYPICAL ` .s FIt E HK):� "T ._HALL T -T L T LLET AT LU �TIO1 'RETE- VEE" PLAN H)LE ARE Ai ;'E' THE EIfrILIE! RLkIt dd3TEK; ELE,r,TI <P,', IF 9G 4.83 3. F53 3.42 0-83 LJ;CE: AND THE H r i: -NT 'HALL DE 1 .�t+I EE `?Y. FIG. S -IB TY'I'CAL FIRE H r�1,=WANT A E:: l_�LY `fETA:IL. 45 3.3.3 3.5� 2.45 0.43 3.83 a.4o- 2.83 4.52 22 1,12 2.3 ; 'L.58 2.8E CS.24 71 � /+ 1.33 2.33 2.84 G.1 B FRAME & COVER (SEE FIS- S-1-U,E) (4) 1" (25m-) DIA HOLES STREET SURFACE OR E N E' MiT H .RL TLE':- ON 32 3/4- (83 -lm-) DIA. DOLT CIRCLE. - 2" (51mm) LETTERS SLOPED AREA (RECESSED FLUSH) 1' - 3000 PSI CONC. BASE THE LC-AL•.T 1 �nT [25mm] f 4 Q PIICKHOLESD LEJG-TH OF dF�ANC.H `ll rld ES RUBBER COATED STEEL " 3'-O" MIDI STEPS CAST IN PLACE 1 1/2" PRECAST REINFORCED A m ,hj '7 [38.m m] "Q° RING SEALS -0 16' MAX �> L MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. _I -�'r RI -. f (2) CORED PICKBARS ti 4 �t-1 3/4 DIAMETER OF H E +�1PD TH I T ifE" (23mm) 6V 8055 SEWER. , 2 27 112' DiA, 26 1/4- DIA 7" A FILLETED INVERT OR A 4',610bTH ' d . '_T ,TLE BUIL STEEL BILE--.,, �r-T I� [667mm] [178mm] 26' DIA 1 I/2 INLET & OUTLET PIPE SHALL BE 90 [66ASK � [36mm] if4 (6mm] Ci4 �+ i/5" o 24 ❑N NEOPRENE �aASY,ET [79mm] PROVIDED. MIN, 5" OEDDING 'PHE: THE ` TIL I`. DIST, FA]Ea: (}R WHE", ,fry [aasmm] 28 7/16" GIA I 5j6" 23` DA T [722mm] �I [lbmm] [6g4mm] ! ,.��J'1 1. BEDDING THICKNESS REQUIREMENT SHOWN 15 MINIMUM AND SHALL BE T [9114rnmj �5' [&35m_] _F SPECIFICALLY DETERMIh•IED UY THE CONSULTANT FOR THE SOIL CONDITIONS. Li"J4,:'dETE::A '° TEEL IALE - SH`kLL Q,0. OF GASKET GROOVE FRAME $E71ION 4 EXTENDED OR NON -EXTENDED BASES. SECTK]N 3- ALL JOINT$, LIFT HOLES, INLETS. OUTLETS TO BE SEALED & GROUTED FRAME & COVER (SEE FIS- S-1-U,E) STREET SURFACE OR E N E' MiT H .RL TLE':- - NON -PAVED AREA SLOPED AREA - 3000 PSI CONC. BASE THE LC-AL•.T 1 �nT 1 -Q" MAX LEJG-TH OF dF�ANC.H `ll rld ES RUBBER COATED STEEL " 3'-O" MIDI STEPS CAST IN PLACE PRECAST REINFORCED A m ,hj '7 CONCRETE SECTIONS MIN "Q° RING SEALS -0 16' MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. F ti F. •. DEPTH OF FLOW 'OONORETEVARIES FILLETS ti CHANNEL TO BE 3/4 DIAMETER OF H E +�1PD TH I T CONTRIBUTING - a SEWER. , 2 t A FILLETED INVERT OR A 4',610bTH ' d . '_T ,TLE BUIL STEEL BILE--.,, �r-T TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN, 5" OEDDING 'PHE: THE ` TIL I`. DIST, FA]Ea: (}R WHE", NOTE W1 NU6$ STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN 15 MINIMUM AND SHALL BE SPECIFICALLY DETERMIh•IED UY THE CONSULTANT FOR THE SOIL CONDITIONS. Li"J4,:'dETE::A '° TEEL IALE - SH`kLL 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 4 EXTENDED OR NON -EXTENDED BASES. 3- ALL JOINT$, LIFT HOLES, INLETS. OUTLETS TO BE SEALED & GROUTED Iti :17E INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE IN (TIN S 1/2' MI ',E F V THE VAIN Tr THE FIRE HY RT%NT N.T. S FIG, S -I -A TD -25 TO- 3 SEWER SERVICE LATERAL CC)NNECTIC�N NOTES: 1. MAERE A SEWER SERNCE LATERAL CONNECTS TO A MANHOLE RIND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INIDICATEC , THE TOP (CRO'ANI) ELEVATION 6F THE SERVIrg LrATERAL PIPE SHALL BE AT LEAST 02' HIGHER THAN THE TOP (CROWN) ELFVAT10N CF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DE CONNECTED USING A PIPE SADDLE. 3: MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL DE 27 (1/4" PER FOOT ) J . 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COYER 2' MIN DFAMETER OF 4'. 5. ALL SEWER LATERALS SHAH _ HAVE A MINIMUM COYER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER r PLUG END OF MAIN LINE / SECTION SERVICE LATERAL IN LINE WYE -TEE PLAID VAPIES SEAMED SERVICE LATERAL CONNECTION( N . T.S. FIG_ S-2 TD -33 LOUD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL- --, e" ¢ ma MIN MIN. MIN. MIN T t..,. 6' BEDDING #66 STGNE * STABLE SOIL ROCK * SC,RAPE THE BOTTOM OF THE TRENCH. REMOVE .ALL STONES TO INSURE THE PIPE DOESN'T REST GH ROCK AND THEN COMFACT THE SOIL OR PRO',ADE A 4" DEDDING OF #68 STONE. I - " FQUNQP,TION IN POOR SOIL UNDER -CUT CONDITION a'!AI INITIAL BACKFILL 4 1 (UNSTABLE SOIL MIN MIN- MIN MITI. fib STONE GRANULAR FILL AS APPROVED BY ACSA � ABLE S IL 0 R(]CK� TABLE SAIL OR ROCK NOTE : 1, INO ROCKS SHALL UE ALLOWED WITHIN 24" OF THE WATER LINES - 2.1,10 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED AROVF THE INITIAL BACKFILL. 3.THE INITIAL UACKFILL SHALL BE PLACED AND COMPACTED IN G" LIFTS. 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. h. ULLL HOLES SHALL JE QUC OUT IN ALL CASES, DUCTILE IRON WATER PIPE IWSTALLATIOI`N & BEDDINO N Tv FIG. W-2 TD -2 SPRING LINE OF RIPE NO. S$ STONE REMAINING BACKFILL SHALL NQT CONTAIN ROCK MATERIAL LARGER -THAN 5" Ifd ANY DIMENSION -INTIp,L 4AGIcFILL* (6" LIFTS) THOROUGHLY OCMPACTED BY HAND OR APPRCVEG MECHANICAL TAMPER -HAUNCHINO -BEDDING 6" max 4" rnin -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE T, OPEN U'l,lTS IN PAVED AREA$ WITHIN EXISTING tJD4T RlrrHT-QF-(NAY SHALL BE ErAGItFILLED ENTIRELY WITH N0. 21A STONE. 2. FC1R DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE 'SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR .4 4" BEDDING OF Na, 68 STONE SHALL BE PRCjVI[7Ep 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM {#" BEDDING OF NO. 68 'STONE TYPICAL SEWER PIPE INSTALLATION IN TREFICH NTS EIC. S-3 TD -34 NLTIf o �a JUST aHIMP eLac. o. '15183 C�0651 WANA N ITE H1L1(r T VUtiT 3E E N E' MiT H .RL TLE':- ILLE THFiEti S " HI H 1 - 3000 PSI CONC. BASE THE LC-AL•.T 1 �nT LEJG-TH OF dF�ANC.H `ll rld ES BENCH 'SLOPEH TO FLOW 5 "dl,. T5 CHANNEL 1/4" , 1' MIN m ,hj '7 I.� 7 c I FTS -.L vF y0, t 2 MIN F ti F. •. t ti BRANCH 12" �„_ H E +�1PD TH I T ^"� -+LCI h n AIN T aIST{ RbE t d . '_T ,TLE BUIL STEEL BILE--.,, �r-T � E�-TRA lf•,EC :1.T:1,TT FITIT'v?':_ j/ 'PHE: THE ` TIL I`. DIST, FA]Ea: (}R WHE", A HYDRANT I ` LL`GATEE' IL3 , FILL, I.t, Li"J4,:'dETE::A '° TEEL IALE - SH`kLL 4 E EL 5 AJMTIa ;AL-:JFPahT FLEXIBLE CONhlEGTIQN Iti :17E N OTE: I a FR s!k TEE- HOLES ITR r' ,EL AN AEE^-` FFEE F ) ETE ALL CONNECTIONS TO (TIN S 1/2' MI ',E F V THE VAIN Tr THE FIRE HY RT%NT SAND la L' tIM1 ITT -HE t - -4 SHALL L PF .V A" F'o- )4a THE FIRE H Y',3A T A.-) BE CORED AND A FLEXIBLE VALVE CONNECTION " BOOT' " •^- THE < VALVE I ALLCIAED, 1,W)JLt E N L;Ewhla : THL KIT H. H IT 1- T A LI sED. THE DITCH, TYPICAL ` .s FIt E HK):� "T ._HALL T -T L T LLET AT LU �TIO1 'RETE- VEE" PLAN H)LE ARE Ai ;'E' THE EIfrILIE! RLkIt dd3TEK; ELE,r,TI <P,', IF TIE - IN E Ir.E_1 T., CiE Ira s�ET AREr 'THE `4 EE HkkLE: SHALL NTS LJ;CE: AND THE H r i: -NT 'HALL DE 1 .�t+I EE `?Y. FIG. S -IB TY'I'CAL FIRE H r�1,=WANT A E:: l_�LY `fETA:IL. L S, TD -27 FK;. W-4 11-8 SEWER SERVICE LATERAL CC)NNECTIC�N NOTES: 1. MAERE A SEWER SERNCE LATERAL CONNECTS TO A MANHOLE RIND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INIDICATEC , THE TOP (CRO'ANI) ELEVATION 6F THE SERVIrg LrATERAL PIPE SHALL BE AT LEAST 02' HIGHER THAN THE TOP (CROWN) ELFVAT10N CF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DE CONNECTED USING A PIPE SADDLE. 3: MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL DE 27 (1/4" PER FOOT ) J . 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COYER 2' MIN DFAMETER OF 4'. 5. ALL SEWER LATERALS SHAH _ HAVE A MINIMUM COYER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER r PLUG END OF MAIN LINE / SECTION SERVICE LATERAL IN LINE WYE -TEE PLAID VAPIES SEAMED SERVICE LATERAL CONNECTION( N . T.S. FIG_ S-2 TD -33 LOUD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL- --, e" ¢ ma MIN MIN. MIN. MIN T t..,. 6' BEDDING #66 STGNE * STABLE SOIL ROCK * SC,RAPE THE BOTTOM OF THE TRENCH. REMOVE .ALL STONES TO INSURE THE PIPE DOESN'T REST GH ROCK AND THEN COMFACT THE SOIL OR PRO',ADE A 4" DEDDING OF #68 STONE. I - " FQUNQP,TION IN POOR SOIL UNDER -CUT CONDITION a'!AI INITIAL BACKFILL 4 1 (UNSTABLE SOIL MIN MIN- MIN MITI. fib STONE GRANULAR FILL AS APPROVED BY ACSA � ABLE S IL 0 R(]CK� TABLE SAIL OR ROCK NOTE : 1, INO ROCKS SHALL UE ALLOWED WITHIN 24" OF THE WATER LINES - 2.1,10 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED AROVF THE INITIAL BACKFILL. 3.THE INITIAL UACKFILL SHALL BE PLACED AND COMPACTED IN G" LIFTS. 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. h. ULLL HOLES SHALL JE QUC OUT IN ALL CASES, DUCTILE IRON WATER PIPE IWSTALLATIOI`N & BEDDINO N Tv FIG. W-2 TD -2 SPRING LINE OF RIPE NO. S$ STONE REMAINING BACKFILL SHALL NQT CONTAIN ROCK MATERIAL LARGER -THAN 5" Ifd ANY DIMENSION -INTIp,L 4AGIcFILL* (6" LIFTS) THOROUGHLY OCMPACTED BY HAND OR APPRCVEG MECHANICAL TAMPER -HAUNCHINO -BEDDING 6" max 4" rnin -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE T, OPEN U'l,lTS IN PAVED AREA$ WITHIN EXISTING tJD4T RlrrHT-QF-(NAY SHALL BE ErAGItFILLED ENTIRELY WITH N0. 21A STONE. 2. FC1R DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE 'SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR .4 4" BEDDING OF Na, 68 STONE SHALL BE PRCjVI[7Ep 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM {#" BEDDING OF NO. 68 'STONE TYPICAL SEWER PIPE INSTALLATION IN TREFICH NTS EIC. S-3 TD -34 NLTIf o �a JUST aHIMP eLac. o. '15183 C�0651 WANA J - 3000 PSI CONC. BASE BENCH 'SLOPEH TO FLOW CHANNEL 1/4" , 1' MIN I.� I t ti BRANCH 12" �„_ ^"� 1 t � j/ 4 FLEXIBLE CONhlEGTIQN N OTE: WITH STAINLESS STEEL ALL CONNECTIONS TO SAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT' " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -IB TD -27 DI -3R, ..3r8, 3C° ,,-FOR L3ETAIL05 LIE INLET E}PtiTSII?N JGY3yT 5' 16^' FRA11 Y, CTYEB EXPNTt�§ONI .IQk FT -°^} l'� LACK 11F SIDE1VAlFS ff I{E'dED CONS BARS D J0,NT ("G,JTTER ORTH -... _._,__ 1 NORTH- t _ Wif 5T?!<4 A93,1 t.`Z- NOTES: DAF2 r'��.L Gt3Y 3'rt i BARS w`l- F 2, CONCRETE TO BE CLASS AZ IF CAST W PLACE, j ,, �......-.,.,... r -(IfR11 r„ N a9, T' -w ErUE HARDWARE*u ....... w 3, CrOMISNAMON UPIS L GUTTER HAYING A RAMS _ WEaETN WEEP HALF SEE NOTE B 525 ._ LIE 300 FEE'S" OR LESS tALONG FACE OF G' ge) SHALL ....... _... 3 _.. _.._ _ -. _..._._. _....,.. .._. ._. ____ ..___. __... --_.-.__. __.. _.. DE PAID FOR AS RADIAL COMBINATION CAARE A 529 +50 10+00� GUTTER. 11+00 u 11+50 12+000 It F BARS D FACE, Of CtAR -_. GUTTER §:TZA,t.r, Cr31"&TI;IJL ,1DIPi1-_..a_ 'Cr,DTRflI, .Jfl3NT pJ1?TE 5 e S"r 2; ..-^.w•m �1HANSEN PLAN ;. L� SECTION A -A I V 1,02-L --- - - -- THE SLW SfJIOWA$f_7 C{fURSES IYAR wLEMAX 24}' 1.=40' HORZ. WARPED 12+50 .:4 1 ,5, +41,tsWA .i,.E; CRITERBA FOR THE 'J$r OF d,27°' - „Tr, E3'-i�'• 2:_7.,V 54.E ,_ ,. W-6 tS BASED ON ROADWAY CLMSSIFICAT3Oh -, - 2,_3., .s�.�a: 2,., Lt,:. W-41' T'._ AND DESIGN SPEED AS SHOWN IN APPENDIX A +" R OF THE VDCF ROAD DESIGN MMDAL_ `,.,.,-PEERS E ES e•' itish!ETER SURFACE -BARS E , A ,j - �. "IP 11-2 FRONT ELEVATION EzPs E� � RSLLE-1 a'-Bmlts 13 5F cFBL�nTunw RL Nu FLARED r A BASE DCII 1 SX�Ii" wwr PLATE:- 9 3< SECTION, 8-8 7„ a�� A A A �'.e r �--t ,3 I,° wITIt c�-� � c�, ` k hr Tr¢L SHA BE L.ED TYPE r._.E D.. 5 `� rAw�Av, , s D i - - LL AM X I lz t -T" Ve%tvY 22 c,td T.ECd St.AGE `r'YPE 8 HOSE DETAL SHALL PR US£te WITH CO -2 L CC -£x Sr ANDARDS. TYPE A TYPE B 'I7' X 4 STUD SHEAR CONNECTOR YiE~_DED GALVANIZE& PLATE FOR TYPE A TO RE BENT ON AN 94GLE OF 68''30' TO MOLE RION AT 2'C -C-, CQNNECTURS AD IS TO BE ANCHOWIEU WITH V2" X 4" STUD SHEAR NCSE DETAILS SURFACE 2 WELDED TO BENT PLATE A± 2'C -C. A. n: idh➢ CIM. bF:i"'"Tk - ?'" M OF -•a "' Di -K L APPR PAVEKEHT � WARFEG PA.VEMEr4T THE AREA MAY BE CONCIRETE THE AT TI•f OPTION OF THE: COQ HACT€?R i 1 DETAIL WHEN USED FOR use ON C_RrOE=, COMBINAWN 6" CURE & ADJACENT TO CURB IF CURIS EXTRUDE JR FOR USE IN BASS WITHOUT OUTTER kfRMNAA CEPARTNENT OF TRANSPDRTATION'. BOTH SUE'S TO SE. S:YaWETRICQ_ STANDARD 6" CURB ir00T STANDARD CURD DROP INLET VRCt L' NA ARTME-01 OF TRANSPORTATION REV. 9106 RCA's AND BRIDGE 5TANPDaARDS. 2t>y1.4t SHEET 7 OF 2 RE111ISION DATE 12" - '30" PIPE. MAXIMUM DEPTH (IH) - 8' 233 uuz IQ i'IRGCA'A DEFARTkWNr OF T&_ANSFURTATION I L1L fiP1 540 r77..... .._... _._ SOUTH_.._.. _ _ GG^Pi ORTH -... _._,__ 1 NORTH- 535 535 NOTES: 525 i 1. THIS CFEM MAY REPRECAST OR OAST IN PLACE, 530 _ _ 2, CONCRETE TO BE CLASS AZ IF CAST W PLACE, _,... .... ....... _. _._._...._ r �.�..m�., .... �. .. _.._. N77I ,•" 4000 PSI kF PRECAST. ....... _ ..�.`.� p 3, CrOMISNAMON UPIS L GUTTER HAYING A RAMS . _... _ ._,:' _ b 1 .... _. .-. ....-. _ _. .... .. 525 ._ LIE 300 FEE'S" OR LESS tALONG FACE OF G' ge) SHALL ....... _... 3 _.. _.._ _ -. _..._._. _....,.. .._. ._. ____ ..___. __... --_.-.__. __.. _.. DE PAID FOR AS RADIAL COMBINATION CAARE A 529 +50 10+00� GUTTER. 11+00 u 11+50 12+000 12+50 134 4, FOR USE WITH STA13ILR OPEN. -GRADED �1HANSEN ROAD DIUNRAGE LAYER TRE BOTTOM OF THE CURB _. 9cp MD GUTTER?* BE CONSTRUCTED PARALLELTQ --- - - -- THE SLW SfJIOWA$f_7 C{fURSES 10+50 11+00 1.=40' HORZ. AND 'n t} 'Tt E2CPTH OF THE PAVEMENT. 12+50 .:4 1 ,5, +41,tsWA .i,.E; CRITERBA FOR THE 'J$r OF d,27°' - „Tr, E3'-i�'• 2:_7.,V 54.E ,_ ,. W-6 tS BASED ON ROADWAY CLMSSIFICAT3Oh -, - 2,_3., .s�.�a: 2,., Lt,:. W-41' T'._ AND DESIGN SPEED AS SHOWN IN APPENDIX A +" R OF THE VDCF ROAD DESIGN MMDAL_ LFWA CF PIPE PAY JJNF. SURFACE SEE NOTE 4..e , A ,j - {,M1-0 P ARti'S ARE, P'T'E 1:ENCiFA BASED -ON ENTrSHOWN ,S-EETIOta RESION„y _ ON THE -LEFT..'" TliE CONT'R.AZYrOR ELECTS - - - TO USF,ThL ALTERNATE CE IAN SHOWN CN THE RIC;NT, ENGTFT5' WILL BE REDUCED BY'. C:i4W RT-✓' eHE. GIFFERFN CG IN 0,UEtQQN-"11" ,% 5F cFBL�nTunw RL Nu FLARED r A BASE DCII VIR,".'It'8A C, PARTMENT OF TRNJS.PORTATXIN PR'M,. Ttfar 7„ A A A � t Q St.AGE I 12„ MUS THE BDTTOM OF THE C€ RR AND GUTTER WAY W CONSTRUCTED `THE SLOPE PARALLEL TO OF SURFACE 2 SU4AE COURSES 2£ D A A. -.�r-x.�.,.....•,.,._.,._,,,m�,.�..-...A..,,-.�,.,»...._,....,,-.z...�.�:.».. idh➢ CIM. bF:i"'"Tk - ?'" M OF -•a "' t"U UNMAN". THE AREA MAY BE CONCIRETE THE AT TI•f OPTION OF THE: COQ HACT€?R SPECIFICATION RIEPF� - COMBINAWN 6" CURE & GUTTER IF CURIS EXTRUDE JR T£Y_ 4l06 4QZ kfRMNAA CEPARTNENT OF TRANSPDRTATION'. 540 r77..... .._... _._ SOUTH_.._.. _ _ _. _ .. _ ,.. _ __. _. ORTH -... _._,__ 1 NORTH- 535 535 535 525 i Oy0 530 _ _ 520 _,... .... ....... _. _._._...._ r �.�..m�., .... �. .. _.._. N77I ,•" _.. ... .._.-, ....... _ ..�.`.� p _ .._ ._. , .. .� .. .. ..._ ... .._ . _... _ ._,:' _ b 1 .... _. .-. ....-. _ _. .... .. 525 ._ ... . ...... _ ....-... __.. .._ W. _... ....... _... 3 _.. _.._ _ -. _..._._. _....,.. .._. ._. ____ ..___. __... --_.-.__. __.. _.. 'T, THE U£PTtI GF CURB MAY BE REDUCED AS MUCH AS 3" (is" TNa DR MUCH A9 S' (27' DEPTH) 529 +50 10+00� 10+50 11+00 u 11+50 12+000 12+50 134 WrH TNS. TOP Of A CGi�e tIF P M£1'!'i - OTHERWISE THE DEPTH IS TO BE W' AS SHOWN.NO ADA515"7 OTHERWISE �1HANSEN ROAD SIGHT DISTANCE RICHT _. 9cp 5 1 "=1 a' VERT, --- - - -- S. CG -2 IS TO 9E USED ON ROAD AYpS btEEM THE REOMTS A 10+50 11+00 1.=40' HORZ. AAPPE R Of•FTNE VAIWAL. 12+50 .:4 1 530 525 520 515 510 505 500 495 4g9+50 540 545 535 540 530 535 525 530 Oy0 525 _ _ 520 10+00 10+50 11+00 11+50 3 ROLKIN ROAD SIGHT DISTANCE LEFT C1 5/_i"=10' VERT. - ---- ----- -- -- 1 "=3a' HORZ. 0 � CSS 1 CJ L) VIA �0 '; � z w zea �L>_w -4 x 4 STEEL COLUMN EOK GATES 12+00 2 - 5' PAINTED STEEL PANEL. DOOKS 12+50 - -CMU ENCLOSIJF<E E:' HEI ,-HT .5DUMPSTER ENCLOSURE DETAIL C15 NOT T0- SCALE -- 530 525 520 515 510 505 500 495 ii s 515 510 5(I9+50 10+00 10+50 11+00 11 +50 12+00 12+50 .2 HANSEN ROAD SIGHT DISTANCE LEFT c151'=ia' vERr.--- --- ----------- 1'=40' HORZ. 545 540 535 530 525 520 515 510 13+ff 510 __ .......::... ..:. ..: _ _ 510 , 505 .w lam; ;.,:.". �a,.w_�.� El CO -2 x s ...� «..., .� m .----- _. _.__ .. DDC,R,..w...�.._._- R n�71. PAYDLIN ._,.,m SECTION X -X NOTES= _ . _._ _.,....._.. _ _ 1, TM ITEM MAY BE PRECAST OR CAST IN PLACE. I ,,_�.� � _ _ �� Z CONCRETE TO BE CLASS A3 F CAST 1N PLACE., 9 500500 f21+ A" 4WO PSI T' PPECAASr 2..3" y S' „O,. 2'-G- 3, CURB 11FA11 f43� A RA U$ OF 3410 FEET, OR LESS (AL040 FACE . CM.1R8) ML.L EIE PAID, FOR AS RADIAI•. CURB. _3,. S„ i ,C,. 3 D,.. 211' 9 :" 'T, THE U£PTtI GF CURB MAY BE REDUCED AS MUCH AS 3" (is" TNa DR MUCH A9 S' (27' DEPTH) ' IN ORDER THAI THE 301TT) OF Cm ILL C "CCE THE SUBSTRUCTURE. UBS'1Tit,IeTUP 4.D:. 2.11 R•,1.,, 4`6' :... WrH TNS. TOP Of A CGi�e tIF P M£1'!'i - OTHERWISE THE DEPTH IS TO BE W' AS SHOWN.NO ADA515"7 OTHERWISE .., 33" 1 # IN THE PRICE Nit IS TO HE MADE FOR A 13EfFEASE OR AN - _. 9cp P4 ASE V DEPTH. }x 2" R S. CG -2 IS TO 9E USED ON ROAD AYpS btEEM THE REOMTS A 10+50 11+00 11+50 AAPPE R Of•FTNE VAIWAL. 12+50 .:4 1 8'_111 �,:.._2., - 6-2" 7'-0„- d,27°' - „Tr, E3'-i�'• 2:_7.,V 54.E ,_ ,. ,- ,�: 2'-4 - a*`' -b 7,._IS1 -, - 2,_3., .s�.�a: 2,., Lt,:. W-41' T'._ a A• 41 ,�,.., LFWA CF PIPE PAY JJNF. SURFACE SEE NOTE 4..e , A ,j - {,M1-0 P ARti'S ARE, P'T'E 1:ENCiFA BASED -ON ENTrSHOWN ,S-EETIOta RESION„y _ ON THE -LEFT..'" TliE CONT'R.AZYrOR ELECTS - - - TO USF,ThL ALTERNATE CE IAN SHOWN CN THE RIC;NT, ENGTFT5' WILL BE REDUCED BY'. C:i4W RT-✓' eHE. GIFFERFN CG IN 0,UEtQQN-"11" ,% 5F cFBL�nTunw RL Nu FLARED r A BASE DCII VIR,".'It'8A C, PARTMENT OF TRNJS.PORTATXIN PR'M,. Ttfar St.AGE I 12„ MUS SURFACE A. -•a "' ACCIEPTIC IF CURIS EXTRUDE JR STANDARD 6" CURB IW2 VRCt L' NA ARTME-01 OF TRANSPORTATION REV. 9106 2t>y1.4t 10+00 10+50 11+00 11 +50 12+00 12+50 .2 HANSEN ROAD SIGHT DISTANCE LEFT c151'=ia' vERr.--- --- ----------- 1'=40' HORZ. 545 540 535 530 525 520 515 510 13+ff 510 __ .......::... ..:. ..: _ _ 510 , 505 .w lam; ;.,:.". �a,.w_�.� El m�.__ �. �� �. x s ...� «..., .� m .----- _. _.__ .. DDC,R,..w...�.._._- R n�71. PAYDLIN ._,.,m SECTION X -X - ... 505 _ . _._ _.,....._.. _ _ I .� I ,,_�.� � _ _ �� _._.. 9 500500 f21+ A" f 2..3" y S' „O,. 2'-G- I9" N:... _3,. S„ i ,C,. 3 D,.. 211' 9 :" 495 ' _..... 4.D:. 2.11 R•,1.,, 4`6' :... N 495 .., 33" 1 # I _. 9cp I 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0 _� ROLKIN ROAD -SIGHT DISTANCE RIGHT Cv1'=1a' VERT. 1 "=30' HORZ. 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 7.1 #4 BARS AT 12" Q.C: c o 0 0 0 o_0 o -'o C _�o G o,�o _� 1 1-1sono 4i' COMPACTED VDOT #21A -III COMPACTED SUBGRADE �DUMPSTER PAD DETAIL C15 f Not To Scale END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12'° e 60" PIPE L-1 - ,-HUS END ON OUTLET ENxDw�aECTIQN: SPICOT ENIO ON MXT ENO -SECTION X 1 Ce,N'C E TO BE RET r - - HUD END ON CUTLET €ND•SE TIONS SPSv^G?"' END ON INLET-SECTION-`•ECTION x x _. �- COWOR .TE TO .LIE ,,.v .....:....... .».,».._..__.„. ,..... _�..._....__.. E AitD0 P"T; MIhu1.;r,UfA PLAN ML`AUM. 507/15o YPCS j PLAN %.. DDC,R,..w...�.._._- R n�71. PAYDLIN ._,.,m SECTION X -X DIAMETER •,. C END VIEWSECTION 6 - Et - - - µ, d 171A'AfE'TER. t,rw „ . PAY UNE ......:.......^,.,_......». - .e..END VIEW y;..� ENCR SECTION 01M1ENSIONS ENI? SECTION'S DIMENSIONS PIPE D:'.AMUFR A - a C rM i 121, ,A" 2 ADD, ,,. 8" 2 -;3" 3 5:1-:, 5 I., 2,611 7C5,,.. 4�: 2 a3" 3 _ y„ 6 ," 3 D,,.: 21` -,. aD 11" 3-2" 24" , g•". 27:. C :: �rO., TF.: .SC-' 1 C'- G' ;% 7 - - V-1 ' ' a ?IK DIAMETER - A- 3 G r E. f21+ A" 24'1•0` 2. 6" A .Dr. ZD„ 2..3" y S' „O,. 2'-G- I9" N:... _3,. S„ i ,C,. 3 D,.. 211' 9 :" 2.11" 2.•1T` 51-Qll31.611' 74"WbIlJ -7'° 21-61, R _T,.. 41"1:1 27" is ,- 4.D:. 2.11 R•,1.,, 4`6' 30:' 9 Td' 33" 1 # 10 21-3 'A 51_61" :3.3' i z" 4 1Q •` 3 3 i" 8`1 a" 5 TRS 2 E (' B T 1 4 T`'4" 5-3" 2'-13'° S-s"r. D R.._ t�°`. ,.m�3-1 ,5. 3• 21-11, R„2." d rQ�,. 2' - fl?' 8'_111 �,:.._2., - 6-2" 7'-0„- d,27°' - „Tr, E3'-i�'• 2:_7.,V 54.E ,_ ,. ,- ,�: 2'-4 - a*`' -b 7,._IS1 -, - 2,_3., .s�.�a: 2,., Lt,:. W-41' T'._ ,�,.., LFWA CF PIPE PAY JJNF. SaapUL.i EfT C f3 . N T IES {,M1-0 P ARti'S ARE, P'T'E 1:ENCiFA BASED -ON ENTrSHOWN ,S-EETIOta RESION„y _ ON THE -LEFT..'" TliE CONT'R.AZYrOR ELECTS - - - TO USF,ThL ALTERNATE CE IAN SHOWN CN THE RIC;NT, ENGTFT5' WILL BE REDUCED BY'. C:i4W RT-✓' eHE. GIFFERFN CG IN 0,UEtQQN-"11" SLOPE DETAIL: 5F cFBL�nTunw RL Nu FLARED END -SECTION FOR 12"M-60" CONCRETE PIPE CULVERTS DCII VIR,".'It'8A C, PARTMENT OF TRNJS.PORTATXIN PR'M,. Ttfar :A H L` f! EI t- 4� N1 t z1 L __._._ _ �_. _ -mg .� ._Y. ffi�" Ti "alG 13P ID 6�fi 5 713 ! 71a3 :3fE'T N:T_ AS ii i dpi € 5 Yt 7 7 _ -�-_ a _____.L _ PAITKING AI K"Will DIRE1TUTAL I4Flr1!C 4TN1 N CoLiSm L€GL 41 EFT£IN tMrLfNfCl3E1LH£ ltiTgOftHLACCK L' ILMS; LECMI ='AHn1-.1,REiHLaC41EGINE) BACKCAU -WHITE METRGRIFLEUIiD f:ACKGRGrM0--01FL#E jf. R0REFLEGTT&J �x I I I A qSTREET a%?PRLIAGHSAiAE SURFACING CE"aEf�A. NOTES IRAIUS 10 RE A.S I "' I AS MAINLINE f#✓,P.'V'tWAY MFE NO 1.: 3) SHOWN ON PiA°vS# � - - L WWF USED °Mf C€PNjUNC`jON WfTq STAN(LARD CG -S S AntUS 7t't cC Ate, 15R.',;G•T. sK CURB FACE ON THIS STA%DARD 6 TO N f�' AL =, SI1.WN i] STED 'u'"J AT091 T'"E MOfdN9`AETf.,E C-TN3 is 4 Fac N7,t,} M G 36LtLdAEG'. &..S£E STA'OARD OG %2 FOR CLsrLD RAMP D>€.541UN T, UL r ,.:.:, ..,, •,.,.. - .. "' '� C,.�`r '`A.'s`It1v'tYh13t U"yED wITM.THIT STANDA.YtL'_ Fs BALK I --- - 'hoQ:: 51 ' G'PTIt!Nk - �,. iaNPAVVD SPAd- F r 'v- 5-, MAINLINE PAYE:Mti"aT '3Jihil.P, cC,titiT:t%r',_iE TO dIE .�. N •,.-�.`.- ti's I _F'eaCMt' La JL« RFN:' L.INE'CEX.CEPT ANY.:a1:16GRAD£.5? ..•ft,ATsfR?i RPA,TTE I9 FOR, ENTRA f'A.'7f'Af£iiT WHICH a,,A;W 0E J'UINF-••-"W-•» tee. I ': fXPt'�JSI:JN GMAiTTEU T'J T°€E Eh¢3rfarJCe:;6` U- - 3t7iyt }. RsJUrAJ_ CURB ORCON15LNft'fli}N CU St -ALL SUTTER St -ALL MN.91 s['' Coma?Ricito 8yoNd T!°sc-T:!'N uw, 1407E- MUTH - f§' 2"•O" OR AS ;� MAINLINE ROADWAY �XGEP7- FOR REPLA+C�IEP4'+'- PLRPOSE3: -;S+AQWIi C`4 '°YMAL.. SECT10`4, A,,,w1 PLAN VIEW ENTRANCE NOTES 5, WHEN TIL' EYTRANCE-RADG'r:ANNOT to t;t,1MP,fii3JA+L TH%1 TUIMNO REQUIRE3': MENT'OF ANTICTPATED HEAVY- TRUCK NOINLINt' ROADWAY SLOPE '" TRAFFIC. T¢:�-':DEPTH FOR SIDEWALK k. CL1R3 R )RS •'O'PA,RADQLIC. CI.`HYE' i'EST:RANCE ONLY, � WITHIN THE L,b1T5 OFTOERADd$HQULD BE - ,PJ€ftfo3.F4 TO 7" tom„ CG -,1 EDGE QFL PAYEWFNr CR '$L EAit+A'+CvE- � G. PLANS ARE "Ce' 1NCCY4ATE WM.N i:'1riST'.a°YUC7IUN OF A k' -OW UT'T'GT'T.hL 1''I,.LTW LINE D .+. LANG S REOUIP£C TO PROVIDE POSITIVE. DRAINAGE ACeiTi'.SS 3dA3NL2dt ]ROADWAY I K' = ._. _ NOTE A7 Tk4 ENTRJt,H „ € ax ttAx( - T? 1. THS Dr'5.�u AND MAXIMUM Et4TR.ANOE CrRAD.E OtiANGE._. f SI.t3?E GN.Aht,^,F - I'D" -.OPE trTED- IN THE-ALL€%WAHLE �ENTRANrT'F GRwl)F I ' 'Li 'TABLE,- T'K• E VALUFS 'tiff'.F NOT RPP4afa L..'TO STAEEr 3°atgd,5,� � , 20` MINIMUM FOR CGMiL1EHAs ENTft;A £E INTERSECTION NOTES R WHEN CG T1 IS USEU FOR STREET CCONECTANS,.THE alit I•.EIs-svLICI &RADE C&imms WITH A Pa!!'i:Ai3t1,_IC f:W vF, QNNF.'TI" MU'iT UE VE;3NNEU IN A-=CaDANC•! WITH WJklo FOLK^, ,AND TFIF A'+F�LfCABLF I2F:ILr:ATMENF.i C T.1 IMI .» A DP THE VQOT"ROAD DESIGN MANJAI , WCL'JDIN G SIOPPING SIGHT DISTANCE AW K VALVE 3sLITtLNr{E?9ENC'S. R Gp y: UNAE_ FLOvit CNE _yAY R,T QU19E- 'WARP94f, C -f A 4" PURI DN L,"r1 13U''I IER TO PHOYIDE. POSMVE,' bRXNAG.E ALRDSF THE §NTERSECTIOW t@ ALLOWABLE ENTRANCE GRACE CHANGES CLASS A.3 (IT E.S.). rQNCRE:TE ',;,, '��'" > • , k_ --"s.. .a. _., .�..w SECTION 'C -C ENTRANCE VC'G; LfMC, - CRADE CxmioE ULS'Par44LA.. 'kAs:IFdUAd Pi1Gi1 h§4:. IRAN t5CT7 YPD ---tib 3'S ML`AUM. 507/15o YPCS <V. Y. -LOW Lfyss mm, .sw vpq 66 h 8 x N0161 A3 LOA7.41LE ENTRANCE GRADE. TABLE frS NOT AP"� V_ AEILE TO STREET C JECTIa3siP, S iEFERENCE METHOD OF TREATMENT R'LTP'U ,>rwL, uf�i��F �.�r.,"wliArifl's. SD2 (CONNECTION FOR STRaT INTERSECTIONS. AND COMMERCIAL ENTRANCES)- ftE.,1%ai13N �A.ry �}IhEi 1 �� T VIR9NJA PEP,ARTM'AENT OFTRd*I'LsPrgTAT1CRJ Dr -2A; 2.9;.zC ,,-EKI a'TiNG OR pF?C7PD9s';D t s, 8 LONG SICIEWALK, 5EE NOTC..',5 '-8" L 2{2^xS!lz Xta - r5o'-"E EHPANSIS7JR ,14VNT ATrmc4L OF SIOE',yAL.PS EXP:ArdS!3N J'uk47� - GA1'1+.-ldCRX•c2 OARS a q 101, C-17 JDI T4. g fY �T F ` ( N BARS A X CONTROL ,_�„ z ,... N COLLAR, .w s SECTNOht 8-13 1;'M3Ak. PLAN VIEW 1�'.efAx. Prs•X',i"is XJA' lSJ.QPE OF �,... .».,.. L vAr tPE3LE M,IJ{�2G! I Gd .Y ,APPROACH SURFACE okv,mcfix12 3A125 T 1 • y GALVANIZED MCR X y2 : I - ... .� Q � -"�,�•,.� _.. WARPED SECTIONS 0-0 y._,.. L _. E BARS E SURFACE Pte'> i3-1 3"-OI:Fd FTER I 4 5 4:-Zr- A:.Y, urk4Cy ALL NOTE 6 , •.- NC5xTzl2„ � 4,'.' SJD SXAR .,. SECTION I -C TO <-01,,LAT, FRONT ELEVATION AVELREASL TO 1'' N Ni£T 3S USED SECTION E -E All TH MEDIANS. - - 01-2A- 0I-215 - '_-�°. vt.1d'iF`-ED iUTTER. L I- EARS d f APPROACH GUTTFiR i„ 4 ¢ t I J'111,_ -WEEPWLILE 11p^*` L lrf`H2r�t»,.xM0 S" X;a „ F.I A t S .f� SEE IGT -E F3. HFNr r}LAZES 6 �r`y Cfil_V AI�� Dt } o. _" r CARS A w A;PRQ/mA0�E1 i - 0 f3A`3a Ar .I_='-aRA _ 44 0"' G- :: GUR ACc Fes' Lr.SE flta MFHADA::.` cs .. 3... ,. H1/oz, a rr 6 "--@IONS C d.'.I ME r SINN 8Ai"aS F '.! E"" D. -OJ IRON 4 1'C t N&. +.- TYPE ,A AR!"rD F TYPE B STEP. iNi('E DETAILS F=OWE g I FtgW : 3 j fENOTE-S -•_.,,., I �..•-•- - "„^r '' iYPr w Y05F DEjA"- 5,1{Ai.fi. GEE C+5.E:T7 Yd1TM 013,-7 Si At+Q,h3aG': 3-7#YP B J OBE D TAO• SHALL DC U50 tWJH CC -6 VA74"uMO, J GALVANIZED PLATE FOR TYPE A ED Of BTNT ON AN AMBLE FOR LAC IN, ;;mss SECTION A -A nr �9°'50'AND 15 To €i N14CMORM W -H 41/ X4" �T00 €OTH. SIDES 10 BE SYW_11RIC:AL FOR .STEP' DETMLS,-'SEE SFD, ST=1, $NEPA 'CONNEOTORS WELDrO TO BrN1 ?£:±'.TF: AT ;< C -C... "ff STANDARD URB DROP INLET '�=`ERN,; N?7aYk Ptia' DRlDGE STANDARDS ry SHEET 1 QF 2 �4114$CN QA�TE 1L.r" - 2411 PIPE- MAXIMUM DEPTH (M) 9' 233 +94.03 VRGI;VSP• XPkRIVENI CRF" YRAA'SI"ObF iATdt1N'. SD2 4 .+ .. 44 .4 4" - 3,000 PSI CONCRETE --1.5" SM9.5A ASPHALT 2" SM9.5A ASPHALT 0" 0 4 0 0 0 0 0_ 0 n PARKING TRAVELWAY PARKING ----3" BM25 ASPHALT '' �' 0 0 0 0 0 o v v 4 - VDOT #21A BASESTONE 0' 22.0 .0' Q . n rJ..6_�°" oY 0 10 �` 0 0 0 o v 0 0 r> o v 0 0 „ o_ , c o o c o �0�`0 __ 0o 00000 6 COMPACTED VDOT #21A O Q C, o o` COMPACTED SUBGRADE a {• _.. :. ":• :.,• -ti .. ._ ... � 0000�v��G ���"�,� ,� -III IIIIIIIIII I I- - . � � - z.4==; ,'>...•.,:_� ".r,. a III -III IIIIII-III- TO BE FIELD VERIFIED �` � COMPACTED SUBGRADE, CBR 10, FIELD VERIFY VC -G-6 XISTING ROAD NEW SECTIO COMPACTED SUBGRADE, CBR 10, FIELD VERIFY / $ PAVED PARKING LOT DETAIL r97�\TYPICAL SIDEWALK SECTION s ROLKIN ROAD SECTION DETAIL C15 J Scale: 1'=1 a' C15 j Not To Scale C15 f Not To Scale eet No. Fd tr F � 2 General Notes - SRW 3 - 4 SRW Details 5 Wall A - Sta. 0 to Sta. 93 8� 4 7 - 8 Wall 8 -- Sta, 0 to Sta. 423 9 Wall C - Sta, 0 to 5ta. 117 Wall D - Sta, 0 to Sta. 132 10 Enlarged Site Plan - Walls E, F, I & J 11 Wall E - ata. 0 to Sita, 198 12 Wall F - 5ta. 0 to Sta. 195 13 Wall G - Sta. 0 to Sta. 84 Wall H - Sta. 0 to Sta. 75 14 Wall I - 5ta. 0 to 5ta, 205 15 Wall J - Sta. 0 to 5ta. 192 eet No. 1 Site Plan 2 General Notes - SRW 3 - 4 SRW Details 5 Wall A - Sta. 0 to Sta. 93 6 Enlarged Site Plan - Walls 8, C A D 7 - 8 Wall 8 -- Sta, 0 to Sta. 423 9 Wall C - Sta, 0 to 5ta. 117 Wall D - Sta, 0 to Sta. 132 10 Enlarged Site Plan - Walls E, F, I & J 11 Wall E - ata. 0 to Sita, 198 12 Wall F - 5ta. 0 to Sta. 195 13 Wall G - Sta. 0 to Sta. 84 Wall H - Sta. 0 to Sta. 75 14 Wall I - 5ta. 0 to 5ta, 205 15 Wall J - Sta. 0 to 5ta. 192 14 Non -Woven Filter Fabric - 4 FT Wide Mirafi 140N or Equivulent 4" Cap Unit __ 5ecure to Top Unit � w/ Concrete Adhesive \11`1E Anchor Diamond Pro Units --� j Drainage Aggregate VOOT No. 57 Stone Min 12" Thick Weephole Drain to Dcayligh 40' OC Spat ny ( yP) Extend Beyond Wall Face Geogrid Reinforcement (Typical) Refer to Wall Profile for Geogrid Type, eogrid Length (GL) and Location :'-_TanaarQ P`rQ:GT4r Uee15ery iY Dia.. Drain Pipe � .ase Drain Detail) F.41 SITE PLAN w.. mum a+ w Anchor Diamond Pro Segmental Detaining Walls Hansen koad (The Point) Church Albemarle County, Virginia Site Plan Adapted From The Grading Plan, Sheet No. C7 of 14, Dated January 12, 2119 (Rev. 2 - 6/26/18), Prepared by 5himp Engineering, P,C, Site. blare For Illustrative Purposes. Approx. ,kale. 1"° = 100 FT Alternate Geogrid Placement can i Overla Subsequent Geogrid Elevations to ; Belwe Eliminate Gaps Prapei CONCAVE' (Not to , Scale) Alternate the Extension of Reinforcement at Subsequent [reinforcement Elevations Anchor Diamond Pro Unit Rolled Direction tYINSIDE CORNER (Not to Scale) . . t — 14E — °I C'II :r -'it ati.epu"t,�rut9YYa�ty r'sxr uit�es CONVEX CURVE DETAIL (Not to Scale) Altercate Reinforcement at Subsequent Reinforcement Elevaticris AT Geogrid ,Anchor Diamond Pro Unit Anchor Corner Un t Adhere with Concrete Adhesive. [(Alternate Every Other Course) 900 OUTSIDE CORNER (Not to ,Scale) Q 4— a.a r.� 0 a --- 1" Setback 8F1 I p {y'i " a ANCHOR DIAMOND PRO UNIT I, (Not to Scale) Hansen Road (The Paint) Church Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH 5956 Buckland Mill load hnical eering� PRoanoke, 'Virginian 24019 raffia , :: k`a . . Phone: (540) 366-2379 It, E., „ r � � Fax: (540) 904-6200 a x kale: As Shown Project No, RW -2126 Date: 09/23/18 NAL Revision: --I Sheet 1 Of 15 Note: • t . ♦ ' planted • 4' f the wall The # geogrid layer i be cut using a utility knife for placement of wt, bulbs. Reinf arced Fill J {- Ll 7777 _7 77T AO 777 7 �7 C3 Min 12" Thick.«: V00T No, 57Stores , `a Min 12'° 4P3 Y A a6w 00", t=ill Cares wA Anchor Diamond Pro Unit VDOT 1^ o. 57 Stone ' — Open Joint i(Weephole) - I �" at Max 40' O� C. — lel Dia, Perforated [)rain Pipe Drain to Daylight DRAIN bETAIL (Nat to Scale) Hansen Road (The Point) Church Hansen Road - Albemarle County, Vi iraia CIRCEO GEOTECH Gectechnical Circe 5956 Buckland Mill road � 4;1i = �iP � E€rginQering, P.C. Roanoke, Virginia 24fl19 a 1riu: '` Phone: (540) 366-2.379 s ` e Fax: (540) 904-6200 ' Seale: N/A 09/23/18, Project No. RW -212 Revision: -- Sheet 3 of 15 IGENERAL NOTES: 1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM THE WALL AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES, 3,0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4.43 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS, 6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL, OR COMBINATION AND SHALL. BE A MINIMUM 6 -INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. AS AN ALTERNATIVE, A MINIMUM 3 -INCH THICK LAYER OF LEAN CONCRETE (FLOWABLE FILL.) WITH A 28 -DAY COMPRESSIVE STRENGTH OF 200-300 PSI MAY BE USED AS A LEVELING PAD, 7.0 A 4 -INCH -DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGREGATE AND UNIT (GORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM 0-422. SIEVE SIZE PERCENTAGE PA55ING 1-1/2 INCH 100 1 INCH 95-100 112 INCH 25-60 NO.4 0-10 NO. 200 0-5 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL. 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY 18 INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/8 INCH IN ANY DIMENSION. 11.0 A 1 -INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). 12.0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK AND TO INTEGRATE GEOGRIDS AND UNITS. 13.0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAY BE MADE ON NON -REINFORCEMENT LAYERS WITH THE USE OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT. REINFORCED FILL SHALL CONSIST OF > . "Y OR LOW +i OR INTERNALWITH A MINIMUM ANGLE OF FRICTION, DEGREES AS OUTLINED IN DE516N PARAMETERS LOW PLASTICITY SILT OR CLAY (ML -CL) CAN BE w SUBJECT APPROVAL BY THE GEOTECHNICAL ENGINEER, ROCK FRAGMENTSO 4 INCHES IN DIAMETER O. LESS FRACTIONTHE FINE I 40 SIEVE) SHALL HAVE A MAXIMUM LIQUIDAND A MAXIMUM PLASTICITY INDEX OF ik THE BACKFILL BE FREE OF DEBRIS w ORGANIC MATTER, HIGHLY EXPAN51VE SOILS (MH -CH) SHALL NOT BE USED IN THE REINFORCED FILL ZONE, 15O REINFORCED FILL SHALL BE PLACED IN 8-r,4CH LIFTS AND COMPACTED DAR PROCTOR DENSITY (ASTM 0-698). COMPACTION TESTS SHALL BE PERFORMED AS THE WALLINSTALLED. COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND - OPERATED y A VIBRATORYBE f bENSIFY COMPACTIONNO. 57 STONE. WHERE/ s STONEw AS REINFORCED 17.0 CONTRACTOR tPGRADES RUNOFF . DAY TO AVOID R DAMAGING THE WALL WHILE UNDER• > • 1&0 ANY SURFACE DRAINAGE >GRADING,PAVEMENT, OR RF SHALL y F CONDITIONS, ED w « THE WALL 15 COMPLETED 19.0 IF SITE AND k WALL LOADING . , k DIFFERENT DRAWINGS w THE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACTDESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL, 20,0 DETAIL > OR HANDRAIL POSTS » OF THE WALL APE PROVIDED FOR PLACEMENT OF POSTS USING 5LEEVE-IT FENCE POST SYSTEM (SEE SHEET 4 OF 15) 1°' .Setbacl, )pen Cells Filled With Stone) UNIT CONNECTION DETAIL (Not to Scale) DESIGN PARAMETERS: 1 BUILDING CODES: 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (U58C) AND 2012 INTERNATIONAL BUILDING CODE (IBC). 2 THE WALL PROFILES ARE BASED ON INTERPRETATION OF THE GRADING PLAN, SHEET NO, C8 AND SHEET NO. C7 OF 14, DATED JANUARY 12, 2018 (REV. 2 - 6/25/18), PREPARED BY SHIMP ENGINEERING, P.C. 3 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO SEGMENTAL RETAINING WALL (5RW) UNITS MEETING THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS. 4 ENGINEERING ANALYSIS BASED ON USE OF GEOSTAR HP200 AND HP300 GEOGRIDS, OTHER COMPATIBLE GEOGRIDS MAY BE SUBSTITUTED WITH THE APPROVAL OF THE WALL DESIGN ENGINEER, 5 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) ASSUMES THE FOLLOWING PARAMETERS: Y,, Moist FRICTION SOIL SOIL UNIT WEIGHT ANGLE COHESION CONDITIONS Type (PGF) 0, (DEG) (P5F) REINFORCED FILL Granular Fill 125 30 0 RETAINED SOIL SM, ML or MH 120 28 0 OUNDATION SOIL SM, ML or MH 120 28 100 6 SOIL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR SOIL IN THE REINFORCED FILL ZONE. ON-SITE GRANULAR OR LOW PLASTICITY SOIL CAN BE REUSED FOR FILL PROVIDED THE SOIL IS PLACED IN 8 -INCH LIFTS AND EACH LIFT IS COMPACTED TO A MINIMUM OF 95% OF MAXIMUM! STANDARD PROCTOR DENSITY, AND WITHIN PLUS OR MINUS 3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT, USING PORTABLE COMPACTION EQUIPMENT. DO NOT USE HIGH PLASTICITY CLAY (CH -MH), ROOTS OR TOPSOIL IN REINFORCED ZONE. ANY SOFT, SATURATED 501L ENCOUNTERED IN SUBGRADE SHALL BE UNDERCUT AND REPLACED WITH CRUSHED .STONE TO .STABILIZE THE FOUNDATION SUBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. MAX. EXPOSED WALL HEIGHT = 10 FEET FRONT SLOPE = LEVEL TO MAX 2H:1V BACKSLOPE BEHIND THE WALL = LEVEL TO MAX 2H:1V VEHICLE SURCHARGE AT TOP OF WALL = 100 PSF MIN FACTOR OF SAFETY (SLIDING) = 1.5 MIN FACTOR OF SAFETY (OVERTURNING) = 2.0 MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0 DESIGN SOIL BEARING CAPACITY = 2,000 PSF (SEE NOTE ON WALL PROFILES) Hansen «.. Point) Hansen Road Albemarle E 5956 Buckland Mill Road Roanoke,a 24019 Phone; » s . 1 • !i1 Project No. 01 A 01 VDOT No. 57 Stone Hansen Road - Albemarle County, Virginia in Reinforced Fill Zone CIRCEO GEOTECH 5956 Buckland Mill Road iing, P.C, Roanoke, Virginia 24019 RETAINING WALL A41 R, tf, Phone. (W) 366-2379 Fax: (540) 904-6200 Sta,. 0 to Sta. 93 H Viewed From Front Face of Wall Scale.IV.. I,,= loft. Project No. RW -2:126 Date: 09/23/18 [besign Soil Bearing Pressure = 2,000 psf -- — ----- Revision.-. Sheet 5 Of FA TV L.L. 0 -Min 42" Tall ward _ Max Exposed Wall Height = 10 FT Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia CrRCEO GEOTECH Use All VIDOT No. 57 Saone in Reinforced Zone "21 Due To Excavation Limitations ir 5956 Buckland Mill Road 4KNOjg Roanoke, Virginia 24019 D, Phone: (M) 366-2379 6, -6200 Fax: (540)904 4? Scale: 1" 30 FT k Scale 30 FT Project NO. RW -2126 bate, 09/23/18 0 15 30 Revision- Sheet 6 of 15 LEGEND Cap Unit (4" Height) 0,D FT Anchor Diamond Pro Units (8" Height x 18" Width) U Leveling Pad (Min. &' Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) Dow Bottom of Wall (including Embedment) L?�qo- Strat*rrid _54200 I300 Strata6rid 56300 SL Geogrid Length (ft) 0 4** brain Pipe to Daylight A 01 VDOT No. 57 Stone Hansen Road - Albemarle County, Virginia in Reinforced Fill Zone CIRCEO GEOTECH 5956 Buckland Mill Road iing, P.C, Roanoke, Virginia 24019 RETAINING WALL A41 R, tf, Phone. (W) 366-2379 Fax: (540) 904-6200 Sta,. 0 to Sta. 93 H Viewed From Front Face of Wall Scale.IV.. I,,= loft. Project No. RW -2:126 Date: 09/23/18 [besign Soil Bearing Pressure = 2,000 psf -- — ----- Revision.-. Sheet 5 Of FA TV L.L. 0 -Min 42" Tall ward _ Max Exposed Wall Height = 10 FT Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia CrRCEO GEOTECH Use All VIDOT No. 57 Saone in Reinforced Zone "21 Due To Excavation Limitations ir 5956 Buckland Mill Road 4KNOjg Roanoke, Virginia 24019 D, Phone: (M) 366-2379 6, -6200 Fax: (540)904 4? Scale: 1" 30 FT k Scale 30 FT Project NO. RW -2126 bate, 09/23/18 0 15 30 Revision- Sheet 6 of 15 554 0,D FT U :T-- < 6" Thick Stone 528 - 5?6 F BOW 532-00 L eveling Pad _5 I or tit Drain Under Wall 9 0 i 524 A CJ Proposed &rade at Bottom of Wall Use All Crushed Stone Around Pipe To Prevent Settlement BO0. W 0 BOW 529.33 J "n LJ TOC 540,33 Cut 6eogrid Around Manhole - Y° Drain Pipe to Doyii.qht - 40 FT O.C. 93 0 < 260 TOW 540,00 320 330 340 350 :; TQC538,33 8" Step I I 546 Station (ft) 1 F5 I I TOW 538.00 TOC 537.00 6L = 55 FT Z1. A 01 VDOT No. 57 Stone Hansen Road - Albemarle County, Virginia in Reinforced Fill Zone CIRCEO GEOTECH 5956 Buckland Mill Road iing, P.C, Roanoke, Virginia 24019 RETAINING WALL A41 R, tf, Phone. (W) 366-2379 Fax: (540) 904-6200 Sta,. 0 to Sta. 93 H Viewed From Front Face of Wall Scale.IV.. I,,= loft. Project No. RW -2:126 Date: 09/23/18 [besign Soil Bearing Pressure = 2,000 psf -- — ----- Revision.-. Sheet 5 Of FA TV L.L. 0 -Min 42" Tall ward _ Max Exposed Wall Height = 10 FT Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia CrRCEO GEOTECH Use All VIDOT No. 57 Saone in Reinforced Zone "21 Due To Excavation Limitations ir 5956 Buckland Mill Road 4KNOjg Roanoke, Virginia 24019 D, Phone: (M) 366-2379 6, -6200 Fax: (540)904 4? Scale: 1" 30 FT k Scale 30 FT Project NO. RW -2126 bate, 09/23/18 0 15 30 Revision- Sheet 6 of 15 3 '513 - 554 0,D FT U 6" Thick Stone 528 - 5?6 F BOW 532-00 L eveling Pad _5 I or tit Drain Under Wall 9 552 i 524 A —Min 42' Safety Handrail or Fence Proposed &rade at Bottom of Wall Use All Crushed Stone Around Pipe To Prevent Settlement BO0. W 0 BOW 529.33 J �—! TOC 540,33 Cut 6eogrid Around Manhole - Drain Pipe to Doyii.qht - 40 FT O.C. (Typical) 5413 260 TOW 540,00 320 330 340 350 :; TQC538,33 8" Step I I 546 Station (ft) 1 F5 I I TOW 538.00 TOC 537.00 6L = 55 FT I -r-4— TOW 536-67 54.2 0 r=X GL 7 FT — J d' tJ 538 55 FT 7 rt-= F), 5 FT 536 &L 7 FT 5L 5�5 PT GL 5 5 FT GL 5.51 T 6Lz GL 5 5 FT 534 1 GL 7 PT 6L 5.5 FT &L 5-5 FT 15L 5.5 FT GL U F7 '5.5 FT 532r GL z 7 CL 55 FTSGL-.SFT . 1 1 . . SL 5.5 FT 6L 1 OL 5T 3 '513 - 0,D FT U 6" Thick Stone 528 - 5?6 F BOW 532-00 L eveling Pad _5 I or tit Drain Under Wall 9 7 524 A Use All Crushed Stone Around Pipe To Prevent Settlement BO0. W 0 BOW 529.33 J �—! I 5 240 Al 260 270 280 290 300 310 320 330 340 350 360 8" Step I I Station (ft) I I GL m 7 FT 6L = 55 FT I WALL B 550 T"" 548 TOC 537,00 Min 42" Safety Handrail or Fence 546 - TOC 536.33 544 4 TOW 536�67 TOC:: 534.33 TOW 536.00 542 TOW =534,00 TQC 532,33 1 5 10 GL 5.5 FT 4_4TOW 532,()00 38 i 1 i - GL 4 FT i 0 536 5.5 FT TOC = 53 .1,00 534 GL 5,5 FT TOW= 530.67 [U- 532 &L 5,5 FT GL 5 -51 FT K 55 FT 7 — 4 FT . . . . . . . . . . 528 . . . . . . 6" Th "Proposed &rade at Bottom of Wall F, : 1 ,,11, 526 ick Store 524 UJ - Level i nq Pad 520 5Z brain Pipe to Daylight - 40 FT 04, (Typicia 1 80 , W 528.07 (Low - Point) BOW 528,67 (Low Point) 360 370 380 390 40040a 410 420 I 1,.r_1 I Station (ft) &L 5.5 FT GL 4 FT ----------- LEGENO Hansen Road (The Point) Church All VDQT No. 57 Stone T Hansen Road - Albemarle County, Vi4nia Cap Unit (4�' Height) in Peinf arced Fill Zone CIRCEO GEOTECH Anchor Diamond Pro Units (8" Height x 18" Width) 'X hnical 5956 Buckland Mill Road Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) -Z Engineering, p.c. Roanoke, Virginia 24019 TOC Top of Cap Unit Av RETAINING WALL B AF URV Phone, (540) 366-2379 TOW Top of Wall (Excluding Cap Unit) BOW Sta. 240 to Sta. 423 Fax: (W) 904-6200 Bottom of Wall (Including Embedment) A IH: I"= loft. ,200 Scale IV. I"= loft 200 StratoGrid Sr Viewed From Front Face of Wall - Project No. RW -2126 350 — stratoGrid 56300 L bate; 09/23/18 GL Geogrid Length (ft) 0 4" brain Pipe to Daylight [besign Soil Bearing Pressure = 2,000 psf -_ ----- Rev sion; -- Sheet 8 of 15 x Stu. 195 5- 0 IV " 26 L- F .r�'J —22 t 7— Scale: V -- 30 FT ENLARGED SITE PLAN 0i 15 30 --------- - Hansen Road (rhe Point) Church Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH Z G te 5956 Buckland Mill Road ids 1 eo cWcal Engineering, RC. Roanoke, Virginia 24019 Phone: (540) 366-2379 Date: 09/23/18 �:±10 of 1 5 Fax: (540) 904-6200 ect Scale- 1" = 30 FT- ,,_I DIAl-'211 2126 Revision- Sheet 1 WALL F min 42" Safety Handrail or Fence 518 TOC = 510.33 (High Point) 508.33 TOC 516 TOW 510,00 TOC 508,33 TOC 507.00 Abut to 'V i TOW 508�00 514 TOW 508.00 GL 18 FT TOW 506.67 512 !"b.T 4- 6L IS L - rT 508 &L 14 FT -T GL -I FT 16 FT --I— C -L F!, &L 19 FT &L M F T 506 F, FT — � 1 1 1 &L 16 FT Q, 19 FT 6�1 14 FT A -W- GL 14 FT rL i U -L GL FT &L 16 FT C GL -L 16 FT LIJ 004 6L,- ID FT a 16 Fr x 77777 502 UJI CSL 28 FT BOW= 504.007 L 6" Thick Stone 498 Fly 00 502- t 496 L eling Pad BOW 4"g4 brain Pipe to baylight -40 FT O.C. (Ty ical) BOW 50 P O.67 492 490 J 10 20 30 40 4ai] 50 60 70 ao 90 r 110 120 E-1 ll Station (ft) 14 FT 4L z 16 FT Top of Cap Unit RETAINING WALL E TOW Top of Wall (Excluding Cap Unit) sta . 0 to sta. 198 BOW So"= of Wall (IncludiN Embedment) 1200- Strat-Grid 66200 Viewed From Front Face of Wall 350 — StrataGrid SG300 a Geogrfd Length (ft) 0 4" brain Pipe to Daylight [Design Soil Rearing Pressure = 2,000 000 tp'?�.W1 *XkAUL r" f""fl Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH 5956 Buckland Mill Road fEngineering, Roanoke, Virginia 24019 6M. �q RL, Phone; (540) 366-2379 Fax: (540) 904-6200 Scale: I V: 1"= 10 ft. Project No. RW -2126 Date: 09/23/18 Revision: -- Sheet 11 of 15 TOW 518.00 TOC = 51633 6 F1, TOW = 516 00 150 160 170 [:Ii 180 190 L1951 Station (ft) - 6L = 8 FT 1, do &L = 6 FT RETAINING WALL F Sta. 0 to Sta.. 195 Viewed From Front Face of Wall J)esign Soil Bearing Pressure 2,000 psf Hansen Road - Albemarle County, Virginia Gwtechnical tk- Enoineerina, PC. CTRCEO GEOTECH 5956 Suckland Mill Road " Roanoke, Virginia 24019 Phone. (540) 366-2379 Fax -- (540) 904-6200 Project No. H!534 532 530 528 526 524 520 51 a 516 514 512 510 508 506 504 F 9� Scale: I" = 30 FT 01 1 15 30 BOW= 520-00 -------- - -- Raw= 518,00 10 20 30 40 50 54 60 70 J__�5j Station (ft) I &L = 14 FT &L = 12 FT LEGEND RETAININ& WALL & Cap Unit (4" Height) Sta. 0 to Sta. 84 Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min. 3" Leon concrete) TOC Top of Cap Unit RETAINING WALL H TOW Top of Wall (Excluding Cap Unit) Sta. 0 to Sta. 75 BOW Bottom of Wall (Including Embedment) 200- StratoGrid S&200 Viewed From Front Face of Wall 350 — StrataGrid 56300 [besign Soil Bearing Pressure = 2,000 psf GL 6"rid Length (ft) 0 4" Drain Pipet Daylight 70 60 90 100 105 110 120 Min 42" Safety Handrail or Fence TOC 51%.33 TOC 515.67 530 - + i 528 TOW 515,33 TOW516,00 Q Ln1 ;: TOC 517.00 Add Yard brain Low Point i 1526 TOC 517,00 TOW 516.67 TOC 5163 3 it Abut to Wall F 524 wl 6" t TOW 516V Dia, PVC Riser TOW 516 —00 spa522 Brain Pipe tobaylight - 40 FT O.C. (Typical) + Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 J 4'A t BOW = 508.67 (Low Point) L 6" NO, 5olid PVC Pipe w/ Glued Joints Drain To Daylight I Do NOT Connect To Foundation [.)rain 4 CrRCEO GEOTECH 5956 Buckland Mill Road G. e0technical , ffiff-:I KmalOR Ergmeering, P.C. Roanoke, Virginia 24019 Phone- (540) 366-2379 Fax: (540) 904-6200 9=1�11122a= W Ail,, L _31' E-4 D Mum LEC ND i�lansen Road (The Point) Church ��Tkf pi Hansen Road - Albemarle County, Virginia Cap Unit (4�' Height) CIRCEO GEOTECH :A� circeo Anchor Diamond Pro Units Width)'5956 Buckland Mill Road (8" Height x 18" Roanoke, Virginia 24019 Leveling Pad (Min. 6' Thick Stone or Min. 3" Lean Concrete) *",� � I-Ime Enghearing, P C 1 '13"1 WMalklw ]1` 'J"R q Top of Cap Unit *X*Aft fl t, TOC Phone: (540) 366-2379 ) (W TOW Top of Wall (Excluding Cap Unit) Fax904-6200 . H: l 3 loft., E-5`1 "f"5, ROW Bottom of Wall (Including Embedment)ttx 3Pscale: "= 1200 - — - Strdta&rld 56200 Viewed From Front Face of Wall IV; V= 10 ft. Project No. RW -2126 350 — - StrataGrid 56300 Date' 09/23/18 6L ryeoqrid Length (ft) 0 4�' Drain Pipe to Daylight [Design Soil Bearing Pressure = 2,000 psf Sheet 14 of 7771 LEGEND Cap Unit (4" Height) Anchor Diamond Pro Units (811 Height x 18" Width) Leveling Pad (Min. &' Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (including Embedment) 1200 Strata&rid 56200 350 StrataCwid 56300 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 J 4'A t BOW = 508.67 (Low Point) L 6" NO, 5olid PVC Pipe w/ Glued Joints Drain To Daylight I Do NOT Connect To Foundation [.)rain 4 CrRCEO GEOTECH 5956 Buckland Mill Road G. e0technical , ffiff-:I KmalOR Ergmeering, P.C. Roanoke, Virginia 24019 Phone- (540) 366-2379 Fax: (540) 904-6200 9=1�11122a= W Ail,, L _31' E-4 D Mum LEC ND i�lansen Road (The Point) Church ��Tkf pi Hansen Road - Albemarle County, Virginia Cap Unit (4�' Height) CIRCEO GEOTECH :A� circeo Anchor Diamond Pro Units Width)'5956 Buckland Mill Road (8" Height x 18" Roanoke, Virginia 24019 Leveling Pad (Min. 6' Thick Stone or Min. 3" Lean Concrete) *",� � I-Ime Enghearing, P C 1 '13"1 WMalklw ]1` 'J"R q Top of Cap Unit *X*Aft fl t, TOC Phone: (540) 366-2379 ) (W TOW Top of Wall (Excluding Cap Unit) Fax904-6200 . H: l 3 loft., E-5`1 "f"5, ROW Bottom of Wall (Including Embedment)ttx 3Pscale: "= 1200 - — - Strdta&rld 56200 Viewed From Front Face of Wall IV; V= 10 ft. Project No. RW -2126 350 — - StrataGrid 56300 Date' 09/23/18 6L ryeoqrid Length (ft) 0 4�' Drain Pipe to Daylight [Design Soil Bearing Pressure = 2,000 psf Sheet 14 of 7771