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HomeMy WebLinkAboutARB201800097 Plan - Approved 2018-11-08 • FINAL SITE DEVELOPMENT PLAN FOR W • hANSEN ROAD ChURCh LEGEND =s EXIST NEW DESCRIPTION • TMP 07800-00-00-073A8 , SDP 20 1800003 c.,...‘4 1 I6'1C s 1ITC TOP Of CURB ELEVAtON • • ,�6W . ,r6W :=AI;GR RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA 16'm . Wm TOP OF WALL ELEVATION r n B011011 OF WALL VICINITY MAP SCALE:1 2000' 9„ '' • ® ® STORM gwER a AOWNER]DEVELOPER FLOOD ZONE ,.,t h ( "T'"4Ra' { n • d Owner Pont Churn A«nding.to the FDA Road moueee Rate.Nap,effective dote FNmoy 4,2005 �I b r —m— —m— ROOF DRAIN ! s',y J / - 1428 Greenbrier Pkce (Community Panel 510031202860),this property does not re within the Zone AE —� SETFA UtJE • l�lipt. b, -Wm it ChdatteaDc VA,22901 100-year rood plum n ci Devdopm Core Red Estate and Development °° ^— —^— WATERLINE ' �° M vPARKING SCHEDULE �_ —^— GAS IRS .. �,�.+qh,* �� e.�'t ,FDwTANx ii I 95 Riverbed VA,Drive911 - 53 4p )! X HCROf Proposed O* Rages Assembly Use —se— —••— OVERHEAD¢FGTHIC MRE (i, k a+^'/,.r, r ia c"°4'a�'i$^yyg t ZONING R eed PNe then er 1 spore —m— —ow UNDERGROUND EECIRIC n') * s `* r..o-a�`Z ':4 - Planned Development NUN Cal oeeod • eo or Wm -N greaten ]fed seats or per)6 SF of«m of 4ty3LTN ey f Arm of Assembly'4EC) ,334 SF/Z5 SF 58 Palm Spaces p? ^'— -- OVERHEAD TELEPHONE LME yq" d + gyp. -, f „"1 •, Steep Slopes Entrance N mm9N Number of Feed Seats Sfi3 Seats/3 1B8 P h rig Somea Rewnetl �`�O \ ry w'1 L 3 Provided on Property Porkmg Not on Street. l Spaces(mtlutlss]NL) G (�- 'l, —on— —m— UNDERGROUND TELEPHONE LINE -Y -`[+ iy Prowled°"PropertyPheet a Street 26 Spaces U y Tj{Q.o 4 —��� GAS COIDNi J A* 8-7381 A2enee Land Lice Plan: Property Street P0h&g 20 Spaces DTI$ aSH P> Y R CPRAC[6t. 7 Provided 01f • +Rd ® '¢lj is=S-1H1xR5Ow j TB-man.Hansen Rood Prai¢smtl Center LLC et d Total Pecking Presided 206 Spaces ( F T6;CONDDS (,� Q5183 a' ' 0./ ei ( t `4M,. it • • JB Y51,Vigo YAatl Bemis Association et al. C '� DRAIN 6f t � ov si0b9 �v INma Approved zuA 199a zo WATER & SANITARY SERVICES eS oNAL Tth � �) • o S FI COA00II�,' t m - Al tea and sanitary�w services are to be pmidN by NbemdeCoaniY sin O 0 STORY/SANRMY MANHOLE • s. i %` 3 1 / 11 m Amended ZYA Z00I OB Serke&dimitj . L PWG. VFe10lEN i +rersn>� € �� � f�" Agra Subjectndated 09/r/199 Party find Lowmmt •^ • WATER VALVE&BOX " N �� S ... ". Agreement dated 09/21/I98.Deed Beek 1099 Pg.402 Beddow mum ahoy be installed&oumrdonte with AfSA • w LEGAL• . REFERENCE + rot HYDRANT {+w,:p �f r ` £ N TUP 07800-00-00-073AB-DB 4416 PG 460 WATERSHED .fie S DB 4786/I7,PLAT This site n not located within a water supply protection men ® WAmR.MEImr w �" ; BENCHMARK IGrr vG P aFt„ . .es CS UTILITY FOIE 9,0 "I N Benchmark far topographic sweep m the top of a sewer LIGHTING • Er o tS manhole treated northeast of the site Proposed fighting and photometrist are Included en Sheet CIO. try `s e e PROPERTY UNE + .: a -.3, Dee=536.95 ADJACENT PROPERTY DONE j} x4>raledoo• •• Datarc HAYDN {. -Rill* VACATED PROPERTY NNE 4 SOURCE OF LAND USE SCHEDULE m[[t�Nn -BULLDOG SE1BAOi ONCE?ROWED BY GOOSE MAPS) ' BOUNDARY & TOPO 0311 • 10.�ff 11.155Xx a 6: • Open 0 PARKING eEIBAOe SHEET INDEX Comday&.onwealth topog�survey&fomation provided by otal= 267,515 mote Si(6.14¢ O' —___— SHEET C I -COVER SHEET 319 Rk Read W (J El Be 'SANITARY EASEMENT' SHEET G2 - PROFFERS CAMDLLessile,VA 22901 "2/6/17 PROPOSED BuildingArea x m —___ __ EASEMENT ' - 11.402 SF BI9x N^`,� CONST UCTON EASEMENT SHEET C3 -EXISTING CONDITIONS* DEMO Addled topography presided by Albemarle County GIS Pavement 109,016 SF TB91x 82 S.e 901. DRAINAGE FASatoir SHEET C4-EXISTING'FCSEMENTS Impervious area 139,166 SF 17 MIST 52002X .. -- GRUTY EASaJOIT . '. SHEET C5 -SITE OVERVIEW/SIGHT DISTANCE LINES BUILDING HEIGHT Oam some y67516 SF(4791L6.14 j �< ___ --._ WATER EASEMENT _ SHEET CC-SITE PLAN Floors above 4U or the mid story doom be stepped wok - « ACCESS EASEMENT - SHEET C7-UTILITY PLAN a minimum or 15'h0ni the front of bolding. SIGNS Imposed Height — — 'STORM DRAINAGE EASEMENT SHEET CS-GRADING PLAN (Church)34' An signs shoo aonr«m with the wlcD waaila • --- OAS LINE EASEMENTSHEET C9-LANDSCAPING PLAN Q LANDSCAPING EASEMENT • SHEET C I O-LANDSCAPING PLAN S DETAILS SETBACKS SHEET C I I -LIGHTING PLAN -- ITE TRIP COUNT LC Front Mar 3o from right of way or exterior edge of _ TREE LB+E SHEET C 12 -DRAINAGE MAP - skim.&if outside right of way 0 ,_„Mass, _ SHEET C 13 -STORMPIPE PROFILES AND DETAILS Front Mr ID'°"""grit of way or exterior edge of AYY PM LL (� dewdS if outside right of way UseRseoUdn 1TE Gty In M Total In out Total eN SIRE • SHEET C 14-WATERS SEWER PROFILES AND DETAILS 'Nat=eteshe shown an the Wane Robe192 Read and Church Weekday SfiO 19180SF B. 6. 12 9. 6 IS I�L`�1 , _ SHEET C 15-SITE DETAILS Hansen Rana Ede&Rear.Adjacent to RA district balder&,residentid, —JIr— —Iz— INTERVAL COUIOUR SHEET C16-19- RETAINING WALL DETAl15 or Monticello His -Historic District LL • lidding k SE,CO-2 e'CURB ea.Y thane —coo —oP— 'rN CONTOUR M.N - a.Parking ,M None Adjacent to co mmerdd or&dusted 2 Structure that be constructed end serrated in CG-I -R . ec mx currentcoM with current of Belding Cede. W — RAMC =6 es-9 COMBINATION 6'CURB @ GUTTER SIGNATURE BLOCK DATE EXISTING USE d 0 - tent Lend I ''J CONCRETE PAVEMENT/BDEWAII( PROPOSED USE W' ^Gj W '-5 :? : EPRAP CURRENT DEVELOPMENT PLANNER . 19180 SF Church /, et.Associated Parking I.L\ J CE ASPHALT P theZMAP0D9 0o000,the ehudme Is limited to a madam IA I J GRAs e gross Poor ao The gross me&tlu CURRENT DEVELOPMENT ENGINEER - me nts elevator shafts ad stainers at each story floor W space used b mechanical equymmt xmene p ,• ' EC-2 MATING headroom of (6)legit sin(6)Incheses or(Dort enthouse& , ,.:.:?.:.:.:.:. EC-J MATING attic space,whethm or not a god has aret,or been meta ALBEMARLE COUNTY SERVICE AUTHORITY wade g structural headroomiand see(6)feet,sie(6)&che y�RayypDmar='ulterior baloniq and mezzanines. :::::'J L.......� or 4 CO- - As noted on the Ste Men sheet.the basement includes J _ ®' PARKING eauHT FIRE OFFICIAL 3,624 SF of urea Snot ell be no greater than die(6)meet, Z four(4)&thee Zoning has tdetermined that this may be LL ° O{0glyglyt excluded trn"gross floor area eta most o sease note that ////// %////// HANDICAP.,e Fs�tE AIDE ARCHITECTURAL REVIEW BOARD 0.000i SF permitu timr eras.submitted met N^no more the: Date C fl CG 12 • - , 01/12/18 , (Fa HANDICAP PA IGHO BUILDING OFFICIAL me N/A Sheet No. Hor VIRGINIA DEPARTMENT OF TRANSPORATION C1 OF 19 1.THE Sit of THE SYNBOS MAY VARY FROM WHAT ea SHOWN file No. • 16.025 LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165BW X 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD RD ROOF DRAIN =S=— SEWER LINE 5"w 6"w WATER LINE GAS GAS GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE UGE UGE UNDERGROUND ELECTRIC OHT OHT OVERHEAD TELEPHONE LINE UGT UGT UNDERGROUND TELEPHONE LINE ---- ---- GAS CONDUIT - DRAIN INLET (DI) OO 0 STORM/SANITARY MANHOLE C E PLUG OV �"' WATER VALVE & BOX ♦ 4- FIRE HYDRANT ® WATER METER I IGHT POI F UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE _______ VACATED PROPERTY LINE _ BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- CONSTRUCTION EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT - - - - - ACCESS EASEMENT STORM DRAINAGE EASEMENT GAS LINE EASEMENT - - - - - LANDSCAPING EASEMENT ^^ TREE LINE �-- •— FENCE STREAM 312 — 12 — INTERVAL CONTOUR 300 01- — INDEX CONTOUR CG-2 CC-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a� CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 2 PARKING COUNT — CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 HANDICAP PARKING FINAL SITE DEVELOPMENT PLAN FOR HAN5EN ROAD CHURCH TMF 07600-00-00-073A[5, SDP 201600003 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2 ard4et' Tnww� F ark L� 1�6 Lr v �- {o FONTANA $� CONDOS I ti, r Vol SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL moilticello() COTTAGES? JEFFERSON HTS, CONDOS ASHCRO 1 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX 5HEET C I - COVER 5HEET SHEET C2 - FROFFER5 5HEET C3 - EX15TING CONDITIONS * DEMO 5HEET C4 - EX15TING EA5EMENT5 5HEET C5 - 51TE OVERVIEW / 5IGHT D15TANCE LINES SHEET CG - 51TE PLAN 5HEET C7 - UTILITY PLAN SHEET C6 - GRADING PLAN 5HEET C9 - LANDSCAPING PLAN 5HEET C 10 - LAND5CAFING PLAN � DETAILS SHEET C I I - LIGHTING PLAN SHEET C 12 - DRAINAGE MAP SHEET C 13 - 5TORMFIFE FROFILE5 AND DETAILS 5HEET C 14 - WATER * SEWER FROFILE5 AND DETAILS 5HEET C 15 - 51TE DETAILS 5HEET C I G- 19 - RETAINING WALL DETAILS DATE 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 REFERENCE 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 of 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 six (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 AM PM Use Description ITE Qty in out Total in out Total Church Sunday Peak Hour 560 191805F 92 100 192 Church Weekday 560 19180SF 6 6 1 12 9 6 15 v JUS SHIMP ic0.4183 'P' �SSIONAL "�G NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VIRGINIA DEPARTMENT OF TRANSPORATION -ZMA 618-Z0 T y M COUNTY OF ALBEMARLE Dept. of Planning & Community Development _401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296.5823 October 28, 1998 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 Dear Mr. Melton: The Albemarle County Board of Supervisors, at its meeting on 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 %terlay District). Please note that this approval is subject to four modifications for the appication plan d four requirements for application plan approval. The modifications and requirements are as follow: Modifications for Atmlication Plan anuroval: 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 will 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 planning/policv issues. The Board will allow administrative determination by the Engineering Deparrent subject to satisfaction of the Engineering Department concerns as to - adequacy of water quality measures as well as adequacy of downstream channels; C. The Board can determine no compelling reason to incorporate commercial roadways into the public road network. Private roads will generally allow more flexibiity in site design due to more flexibiity 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 public 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 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 February 25, 2003 1� ZMA oz-05 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 County Board of Supervisors, at itsmeeting 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 Map 78-73A • Modification of the ZMA 98-20 Application 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 hotel. The development of this Office Space area shall be in general accord with the "Preliminary Site Development Plans for Office at South'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 B) outlined in blue, located generally east of Hansen Road, and comprised of the area designated as "Office Space # 5 - 45, 000 SO FT", 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 the "Preliminary Site Development Plans for Office at South Pantops", prepared by Rivanna 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 line with Tax Map 78 parcel 13A by up to fifty (50) feet. D. The three modifications listed in A, B 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 shall 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 County Zoning Ordinance. However, the modified application plan can be limited to the area covered by this zoning request F. Accept the proffer pertaining to the 120-foot "no build zone" (Attachment D). Requirements for A ulication Plan anuroval: 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. 2. A street tree plan providing a visual buffer for Hansen Road and Rolicin Road shall be provided as a condition of site plan or road plan approval. Large street 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 staggered on opposite sides of the road. 3. All buildings shall be designed to provide rooftop style, treatment and color schemes which j assure minimal visual impact on the Monticello viewshed. 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 as 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 regarding the above -noted action, please do not hesitate to contact me. Sincerely, w Ronald S. Keeler Chief of Planning RSK/jcf Cc: Amelia McCulley Jack Kelsey - Tex Weaver Steve Allshouse Gordon Gledhill Page 2 February 25, 2003 The Board also approved by a 6:0 vote 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 Man 78-13: Rezoning from PDMC to HC: A. I The portion of the Application Plan for ZMA 98-20 (Attachment B), outlined in green, which was added to Tax Map 78 parcel 13, is rezoned to HC (Highway Commercial) from PDMC (Planned Development -Mixed Commercial). 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,EL - Vv V. Wayne Cilim rg Director of Pla ing & Community Developme VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Matt Grimes, VDOT W, I FAX (804) 972-4126 COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 TELEPHONE (804) 296-5832 MEMORANDUM TO: The file, ZMA 98-20 FROM: Amelia McCulley, Zoning Administratorand Wayne Cilimberg, Director of Planning and Community Development DATE: 01 /19/01 RE: Landscape Plans for the entire Pantops PD-MC zoned by ZMA 98-20 TTD (804) 972-4012 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 basis: 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 will 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: _ 40 Kat Imhoff; for W� ft • ;�R rial Foundation Steve Melton, for Hurt Investment Company ATTACHMENT D Original t1roner it iiuz Amended Proffer 2/12/03 PROFFER FORM (Amendment # 3_Z (For South Pantops Office) Date: February 12, 2003 ZMA # 2002-009 Tax Map and Parcel Number(s) 78-73A 6.96+ Acre to be rezoned from PDMC to PDMC Pursuant to Seetion 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 property, 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 proffers not to construct any building within 120 fed of the common property line with Carriage Gate (TMP 78-20NN) for the purposes of the possibility of extending a road through that portion of t ( prgmwtyfor� pare r VN years. After such time this proffer will expire. Signatures of All Owners Printed Names of All Owners Date OR Signature of Attomey4n-Fact Printed Name of Attorney -in -Fact (Attach Proper Power of Attorney) Original Proffer 1/7/02 Amended Proffer 2/12/03 (Amendment # 3� PROFFER FORM (For Dennis Enterprises) Date: February 12, 2003 ZMA # 2002-008 Tax Map and Parcel Number(s) 78-13 1 + Acre to be rezoned from PDMC 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 property, 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 proffers not to construct any building within 120 feet of the common property line with Carriage Gate (TMP 78-20NN) for the purposes of the possibility of extending a road through that portion of the property for a period of TEN years. After such time this proffer will expire. x z//// I lo�r Signatures of All Owners oFPrinted Names of All Owners Date Signature of Attorney -in -Fact Printed Name of Attorney -in -Fact 0 2 �0 � U I � Z N N W _y W V Z � U Z v W 1 0z z �A N 0 rn N N W Q W W J = J U j zW W V� Q0 W J N Q �z rn U ,�,PLTH 0 O � U JUST IMP a Li .45183 JONAL 1 �Elf Of _ Ern Ern ^y F¢ F¢ W 0 O _ n O 00 00 00 00 E > N "-I`1_N � \ Q � v Z 0LL� � Z� � g�> LU Z d� dQo �� U W � W > J W WwQ NSW z�m Date 01 /12 /18 Scale 1 "=40' Sheet No. C2 0F19 File No. 16.025 ABBEY 78-73A4 SUNTRUST BANK ATTN: CORPORATE REAL ESTATE Ix ill D.B. 1485 PG 406 2, ZONING: PLANNED DEVELOPMENT ° 2� 27 , I') MIXED COMMERCIAL 41 I I I ' (� ^ I l / I I / �11� I EXt 8" I / Ill / G LDEEX 10, J � RN REE SLIPPER •I / TOIII R MAINELM TO ) ' / REMAIN / I l �/ ( / SW ET j II t\, E ER 0 / / I a9 `EL CT I j / E . l/ / O�RN F ER • '' / BER�Y • / SLIPPER I EX.REM�i ///' WITS OF FIELD SURVEYED TOPOGRAPHY / / ••co �� ELM TO TEL� PFJO _14 EX. 1NE REMAIN I ( lip J S� 0 = 23°03'4 I 2 PEpE I I POPLXR (NI 0 G)N � N w Q w (nw J I J 0 > I � w !n � Q 0 N w _j Q I m U R = 500.00' TOMA i ' �� ��NLTH 0 I / / l Gl T = 102.00' NO 31.67 L = 201.25' o T 5.0 s I �m / V X. M H�OLE � t . 1 SOP 54�/.43 iTREE / / /� / U 7tM JUST imp > TO REE TREE PROTECTION FENCING �' i / , PfiP,11V� EX. 12" �S SLIPPERY ELM S3 Ex. � / �/ //a � i/ / i/ , . � � � � / l l /l � l Sj� E 78-73B 1 + TO REMAIN � � E � HANSEN ROAD PROFESSIONAL SLIPPERY k E \ EX. 14' r EX �, / / NAL / OAK l0 / i �X %� OL CENTER LLC ET AL. ELM TO � � Ex. /RF�AIf�/ �/ / � �I R E r D.B. 3302 PG 527 REMAIN " P TOP: 548.66 SP UCEr T' B MAI ZONING: PLANNED DEVELOPMENT TOP 52s.s IN: 517.01 . 6" / EX/ 14" MIXED COMMERCIAL OUT: 516.81 _ RVICE �' HERRY 0 TO BE REL �BERRY T / BENCHMARK: // REMAI EX. 8" / SANITARY MANHOLE SLIPPERY EL 1 � � � � " TOP: 536.95 TO REMAI / �� 9" S IN: 527.15 "� N �� OUT: 527.05 EX. RE SLIPPERY BRADFORD B E 4" TO REM N ' PEAR TBR ND OF SURVEYED WATER LINE. � � � SERVICE � � � / E�• ,5' K TO/ `� BE R ����\�®� WATERLINE TO BE RELOCATED POPLA MAl 7 X. 5" \V BENEATH FINAL GRADE. �a'� ///�� / ' �i�/�� / RADFORD 1 1 I s ELEPHON/E Djp" �z, PEAR T V EX. TREE / z PE ST �L / EX. 12' + 520 / LOWER G � NESE °+4�/� TO REMAIN s / PINE TO DOGWO D TBR ZELK 78-73A1 RE ELE 11 •IT . W I TBR \ ` " � II \` o Z RIVANNA RIDGE CHARLOTTESVIL LC EX. 1o" a " q+*1�\ �o 1 1 .10 ACR 5N c�T �, / / / / / / / / GOLDEN RAIN •r"V D.B. 1485 P 406 LD N TREE PROTECTION FENCING .� REE T R PORTION 0 / Fp�OC� ay/ i' i i /� I Mj EX. �': 533.2 WATERLINE TO I ZONING: PLANNED EVELOPME �'o yT� / i ® / BE RELOCATED I / x MIXED COMM RCIAL �' ' ' " iN�EVV 25 6 5 9 LATERALLY ' 2" o ~ - - l /" 2� Xj. 40 ,' �/� / °� A SOCK �<u _ _ _ - �. --�-- °�-°,�-°"-"�-���� , �� ��� / / I <+Ob��� 5 / �� REMEIX. 8�'� �i� �/ 7 - - d9 - - - - - 1 5 .8 : CEDAR TOE -ass -ads �°n-/Pas-oEX. 12" „ P F SPRUCE EX. I RO X. DI i R: �54. / REMAIN W�,X L0 i ! �' �', / �-i 1 0 �� EX. 12" C ER ���� TOP 547.52 �O'REMAf E T-0 - `� �4. 9� EX. 1 r j ' / l SPINE TO �9SS S NE 8" OUT 539.82 �� - R)<btAIN' i - --fi�G DEJDU0�1� TRFIES ' _ SLIP RY - / / I IN OAK TOE 4" /"` 4 i �- __� /TC� REMA / ELM T ' REMAIN OAK T �� PINE TO EEC. X•/�10 PINE 0���• w�" - ' REM / I EX. ELECTRIC REMAI REMAIN EX. 8" MAPLE • [-t2- EX. 14" REMA y' �NVE �' - - i� TREE PROTECTION FENCING EX. 8" EX. 12 - / _ PINE TO /; / A / -- EX. 12" �� / CEDAR �._8" i - OAK TO PINE TO PINE TO i - i ' " /� I I TO REMAIN - REMAIN POPLAR TO ❑ - REMAIN R SLIPPERY REMA � � -- _ - 10 ELM TO REMAIN • - REMAIN REMAIN / , - X� -- _ ' / ' �' Z5 R " REMAIN I - I ` , TREE PROTECTION FENCING - - - - - - ; , ' ' -_- 2> �11M ��: T TELEP ONE 23°3XT5- DEST4-EX-I2"f-X: OAK 0 _ _ / S AK TOP T6PI REMAP, �' ' C o 0 co Ea 0 EQ 0 T Oc a � a 00000000 N N\ W CD 000� CD CD 78-3A6+ �- - _ - ' ; ' VIRGINIA SCHOOL BOARDS .. � I I _� ,' - �, T EIELINOE ASSOCIATION ET AL. SLIPPERY � N � I " SERVI TREELINE � ����__--' � _--- -x 1 -- � � - � TBR D.B. 1485 PG 406 ELM To e `Z BERR BR TBR �- _ 1Nti'OUT 5 __ �� �� ; ' �'��� 10 �� 78-73AA ZONING: PLANNED DEVELOPMENT a j /� / / / F?FAA�It\I � �_ - � � , _ ALBEMARLE LAND LLC �_ - 540 i' _--- I MIXED COMMERCIAL 512 Z � � � _- -- - 10.97 ACRES /' / ' - i / / I / /'/ D.B. 4416 PG 460 EX. 6" � " � OLDEN •�� � � �� '-- -- / ,- �/ / // JAPANES \ RAIN -- �� / �� / ZELKOVA ', 5101 E T � � _ / / / ZONING: PLANNED DEVELOPMENT �5 TO REMAI--�- i/ / /� ' / �J2� /� I ---- 11 ` MIXED COMMERCIAL r� ELECTRIC \ - - - _ I /' ' i' ' / �' /' LD O>. AIn' II ' Z i' / / V TRANSFORMER , / / / REE 0 TREE PROTECTION FENCING ILL = 14°1 \ EXISTING DECIDUOUS T ES f0 BE CLEAR D / / 11 R = 300 -,,� � T = 37. 7'4 -__- 78-73A� 74.�� ��-�----------- �01NT�CHURCH�--- - '� ,,-�� /�� /' �/ �� ��' / 10" �� 6.14�ACR RIP RA �� BR 2 D_B -�050 PG 4 \ / Ex. 1 '� M TO MAIN \ -- - - �ONTNG: PLANNED-DEVELOPMENT SLIPPERY \ - - ELM TO' - - - - - - - - -- - _ -M I-X ERL I _ - - - - F5E ' / (01 / REMA __ - - iCOM� TBR,- RAIN/'� 6n E�-o� '/. _ ---R / STO R M�fi �� � � �' ' � i o���� Se�b�' TT E I 1.0 E "X. GOLDEN ' - � w � � VIG`E� EX. 12" � - _ EX._ 7" - - - - - -GOLD � - B RRR GOLDEN - --- - , ' CD 1 GOLDEN ___- --- - _ _-\r / EX --- _ T _ - BF - TBR - - EX�-$ � _ --GflLDE1V - - - �_ _ _ _ 9 BR 1 ' �� �iAINTENE - LZOGIKOGO _ _ i / T EMAIN 504 �s N TREE GOLDEN r 1 l - >. �� _�il�,481.93v _ BR OUT: 4 0 � N: 496. --- -- _ ----- _ __-- - .-'- ANAGED SLOPES' TYP. - OUT: 03 ' • I I I --- 4 1.0 W 491.4 EX. A L7/P H - ' 478.95 - / J _ _o___________T ___:0 11u. W i X. EDGE OF PAV / ; ' / OWE G EX. CG-12 IN: 88. 6 � / � IN: 492.23 ,, � DO OOD11 Q 0 488.66 ' \\\rEW.-1_2 TO BE OUT: 484.43 i REMAIN 30°24'20" W 5 6.96' l 2 SPEED LIMIT 25 MPH ) �o �' 'X.X 10" LDEN W RAIN TREE ---- LEX. - TO REMAIN IA-- / FL 78-73A7--��-,'� _- �_----- --- -- _ - - 0 = 37°021/27" /DOGW ID DJCM INVESTMENTS LLC �I,_ y OUT�_:_496.58__-_--------- <, ' _ T EMAIN D.B. 3045 PG 558 - - __ _EX. 6'-- _EX. ------------�- - NING: PLANNED DEVELOPMENT -EX: -DEAD -- GOLDEN GOLDEN S GOLDEN ----- TR FLOWERING SERVICE, RAIN T E = 223.1 MIXED COMMERCIAL DOGWOOD TRAIN BR TREE �� TBR TBR E BERRY TBR TBR R TBR I / 500 _ b,96 IMITS OF FIELD SURVEYED TOPOGRAPHY V) W J m Q J Z Q 5oll Divide LL 13E- Catoctin very stony 5IIt loam 25-45% 51ope5 Date 7 1 B- Rabun clay loam 2-7% slopes 01 12 18 7 1 C- Rabun clay loam 7-1 5% slopes Scale 73D- Rabun very stony clay loam 1 5-25% slopes 1 "= 40' 88- Udorthent5, loamy 2-25% slopes Sheet No. 40 0 40 80 120 C 3 0 F 19 File No. SCALE: 1 " = 40' 16.025 CC ZONINi HANSEI CI D ZONING: M 78-3A6+ VIRGINIA SCHOOL BOARD ASSOCIATION ET AL. D.B. 1485 PG 406 ZONING: PLANNED DEVELOPI MIXED COMMERCIAL 78-73A7 DJCM INVESTMENTS LLC D.B. 3045 PG 558 NING: PLANNED DEVELOPMENT MIXED COMMERCIAL -- -- - �-� �rt -- -- - - -- -- DB 5077 PG 482 5084 PG 453 L = 223.12' ZONI �O v JUST HIMP Y c o. 45183 �SS10NAL A 40 0 40 80 120 SCALE: 1 " = 40' 78-73A4 \ \ J SUNTRUST BANK ATTN: CORPORATE REAL ESTATE D.B. 1485 PG 406 \ / ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL 11 / I I n pN 1 I I f R N�F ER \ / / IMITS OF FIELD SURVEYED IUNUURAIJHY / - • I I \\0 40 PEL F1Oit / I/ / 1 1 CO Cn i 0 : !.\ \ 1 \ ETAINING WALL A J3 / /// //// 78-73B1+ O �iY 1 \ MAX. HEIGHT 6' / ,�/ \AREA ----" A HANSEN ROAD PROFESSIONAL \ \ IN MANAGED SLOPES ARE CENTER LLC ET AL. \ D.B. 3302 PG 527 ZONING: PLANNED DEVELOPMENT • ; �v o �' '/ /' /''/� j l \� �' ///l MIXED COMMERCIAL _ - / I x. GiantPnt s 1 6 \ — �I I ELEPHOI/E P I 78 73A1 RIVANNA RIDGE CHARLOTTESVIL LC 1 1 .10 ACR D.B. 1485 P 406 /' / / '' ///// `l'��// % I ZONING: PLANNED EVELOPME ® / MIXED COMM RCIAL 520 SX Ex. Gi tP + \\\ / / I// -E*S- I�Pi ELECTRIC / TELEPLONE —PEDESTAL _ VIRGINIA SCHOOL BOARDS � I -- — � ASSOCIATION ET AL. `� � N / I I ,I \ •a ° • ,a�a .a 1. M _ — ---------------- � — D.B. 1485 PG 406 ZONING: PLANNED DEVELOPMENT I I I \ — 40 _ — — // 78— 73AA 512 o I I I �_ 5 _ — / .� ALBEMARLE LAND LLC MIXED COMMERCIAL Z I .. — _ / / o ® / / / / 10.97 ACRES _ D.B. 4416 PG 460 510 �6 �5 / / C:,//�i /-'/ ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL ELECTRIC I� _ _ '''' g TRANSFORMER 11 4 (OC)7 7F Q) P \ I I I OT NT i X I I II 1 ' 180 GFq — 2622 v ® titKoe s _ runing of lower limbs may be required Require I . I-- --------- on —site verification. CP 10 504 OUT 4 0 �— _ ---- ' 1486.93 N: 496. ------ ------ \ J — — N: 481. / - EX. A HALT PATH _ —'— / OUT: / .03 UT: 491. — — — — / d 478.95 / X. EDGE OF PA 0. 488.66 EX. CG-12 IN: 88.76 / , � IN:UT.23 � ' O: 449284.43 � SPEED LIMIT 25 MPH DJCM INVESTMENTS LLC OUT�_:_496�8—_--- — ---- ' D.B. 3045 PG 558 NG: PLANNED DEVELOPMENT ------------------------------------------------------------ --- ------------------ MIXED COMMERCIAL � 5QQ qg6 � ROLKIN ROAD TO BE WIDENED IMITS OF FIELD SURVEYED TOPOGRAPHY _ FOR ADQITI NALSPACES N 0 rn N � N W Q W In w J I J_ z� w (n Qo W _j N Q I 0) U �,0 0 V v JUSTIV-CHIMP ,Lic. Wo. 45183 � SIONAL -. • -. :. 120 ■■■■■ SCALE: 1 .0 0 C Son Cn. 0 0 1 a�i a�i EQ EQ 0 0 UE o a OL 0000oo00 N N\ Lncorno CD N r 7 d Z 0 L Z Q J Z W Z 0 0 U W W > J W � O W Q C N W J m Q J Z Q LL Date 01 12 18 Scale 1 "=40' Sheet No. C5 0F19 File No. 16.025 Ex. GiantPntps- ELECTRIC TRANSFORMER ❑ I I� IN: 49 OUT: e - 7 1 pprox. Sign 11cation 3'l 0 1*1 ?,-Ex. GiantPntps-1-6 ELEPHONE PEDESTALS OELECTRIC TRANSFORM V 0 ` 0 0 z N W W Z_ � (9 Z W w d z � w� z wl D N 0) C\ F N W Q w� F> J w =W (n F- 0 W � NQ w = m U 4�ALTH OF Gl o � v JUST IMP Lic. 5183 �SSIONAL � o 0 18.0' 00" W co Q)Q) Of [if'A ;Q C s . a a co 1, / Nay � - �ofE� � a- U _U ID � \ 0 U U / Al Sx L- -0 C < O F�11 O/ ` Q U U � �p N c c / X Lk) ./ O I I I 28 ris rs cN ELECTRIC . 0.5' e ch , � A2 �- � TR °' op ncV cflNNN 3, X2 0 Tran ormer pad A3 eo �- • � 000� MUTC 'p .� R -8 Sidewalk flush �� BetweenarWalls v' w/ pavement® rop off area TELEPHONE A 5.0' 8 0' 42handrails on all retaining ZR 10 x18' concreted PEDESTAL " 9 walls. 32.0' 9 5> dumpster pad ss1Q w/0enclosure 5R f 8 00 N ( U TERRA E o 0 ° ° 11 5a a �1.5 S S�, 3>R 8' D3 / > ti o I r UTCD 10.0' CD / I R7-8 UTC R -8 / 0 W/ 7-°8 9 p ZFz W a, co LA ARD c \ �� °r ;,� 0Sm or 110 - 0 MUTC , tiC g Z xterior Terrace R7 8 24 s sp o 2'R o 30 - 9'x18' p � � Crete LL � a S o e parking spaces®® �,�' w C O i / D1 / V 7.0' 1, 743 SF c s s N 3 m c6 3, R R o LL m Crawl p>W2S SF Unfinishe ®� 30 - g' 8� / I �-h �0 GrCe w/ Ceiling 5.5' Ma o o R x18 parking spaces 2 R �o / / Z �h� 6 4 wall height ' 1 ' 8.0' ater / 1, 402 ght4' Se aratio , ' 9.0 - �� / / i 4 FOOTPRINT P ° 0 12.5 / J x I 1 OOTPRINT Between Walls �NP� rop off rea 4 a 4 5 R 15.0' 9,180 SF o Directional Arro 12.5'a Stop Bar T / L�L One Way Si 6 R o e c4 � O x1 / _ / Z I Playground Area �W �O � 9.0' CG 2 ni / Z ' ' I UJI 12' C st 'n Pace ncrete Wall bR 1 'Do Not Enter' 0 36 - 9'x18' parking spaces `�'S' �b�o� / / I O Sign �� ®� N g Se xd` / 0 tr U91.5' 0 18.5' ° ' \1�� �� 0c`� / ,0 eo�x�e d 25' R se\b / �\e tZ, W W R c3 ` .00 39 13 risers � ��-� / / � / W J x4 , . @ 0.5' each 2 B1 O 22 risers O B42 a rai s / @ 0.5' each E2 0 ° ac1 / W ' J: 496. w 42" handrails I . 486.93 / ° N: 481. / xs J: 491.4 ° 1 [CROSSWALK EX. ASPHALT PATH OUT: .03 — - BUT: 491. .. a° — 3'R / dN: 478.95 AGE -W11-2 1 -- O m a W IN* 488 76 I EX. EDGE OF PAV Q J EX. CG-12 Concret 156 - 9'x20' parking spaces OUT: 488.66 o CG-12 p g p N I SPEED LIMIT 25 MPH 46 CD 40 X3 , a CG-6 OUT: 496.58 See Road Section Detail 6/C14 ROAD IMPROVEMENTS TO REMAIN WITHIN 50' ACCESS EASEMENT N. 492.23 i Z OUT: 484.43 oad widt / LL (min. 20' required) 3o Date 01 12 18 Scale 1 "= 30' Sheet No. 30 0 30 60 90 C6 OF 19 File No. SCALE: 1 " = 30' 16.025 � I V` 0 w Z w r N W W / I W M� //Z_^, N , Z / / , I • I Z V W I I .• I w d 0z z a� .w IwI II N •� 0, F N ` I W120' w DI 3B ' I w > OP 31.38' I �1 (n w TO 53 .67 J I J 1 ° I I W ADD AP ROX. / 48 L 24" // ��'0 HD E TO I / CONNE JP w T TO � EX PIPE ) 0 I / 1 / / ALTli T iT O� / y / TOP: 548.66 / ( oop >•/ JUS SHIMP � Li .45183 h TOP: 536.95 / IN: 527.15 / h q OUT: 527.05 r x. GiantPntps-1-6 �SSIONAL ND OF SURVEYED WATER LINE. WATERLINE TO BE RELOCATED / ��*AS BENEATH FINAL GRADE./ 10te, P 8�'� ELEPHONE �\ co/ / D/� M��\ g/ PEDESTALS dp ELECTRIC q i COOi� �S A G� / TRANSFORM OAS AJ3 AA OAS 05 � � w/ o 0 EW s C ,W o �' �' o, Gam/ W V) C Q w� O / E BO T /g � o� �\ o � :_ c V SA D L E / \ D 3 , W \r GAS GAS GAS GAS -GAS - GAS GAS GAS GAS -.-.-GAS EX GAS GAS - GAS GAS GAS -GAS Q a Q O E TION sx Xp W �v ,j GAs— GAS- GAS_ GAS_ GAS- GAS GAS GAS GAS „-w p T O 22. X. MH �\ �--GAS—�� �\0_ X. D 8 g BE LOWERED P: 51 S. WgTE �pC o _a 547-52 Ex. GiantPntps-1/- O �\ TO 529.29 ��2 EW INLINE Ctgs �581, �l0/p INV. OUT 53 .82 2 6 o� J ISOLATOR VALVE W W�� EW 6 ° OX\ o� 0,, �W W / q DI-3C Az NEWHD SO NEW 10' s0'�� ELECTRIC Co 00 00 w w w °N P DI-3B \, �\ R ooU-)cfl x2 N N N / / = A3 \ ❑CD • Ln (0 `>'X4" TEE AND / . / / n `; Transformer p d �'�,, >> 4"GV CAP FOR TELEPHONE > N d xQ� . F HONE / GE E �47®� \>> PEDESTAL ° E c-s�UGE G 4,� E _e a - -� UGE UGE T o r ss1 V 45 QJ FS / 4 4a aoa ea &--GV 6�,\ TL w NEW D3 r � ND V ,w 52 .61 s I KnoGa °"— Gm �Fp°C\��,, NEW-10' ca x Box Re a �a 110Vo� �o \ �s DI 3B ES D2 quired • o on Buildin Ga 4 \d{w � — g• �r�U1`4�w/i � ev w®® / 0 D1 1 EW \at6� � LL DI-3Br e \`� ®� EASEMENT ELECTRIC s 9 23.75' FROM / % s C6 TO C4 / ST RM AT R / / 4 TRANSFORME I � � � o RAI J � 11, 402 SF — _ e',� a L' `� AS ME r e / P G ., FOOTPRINT a u 5 TOP: 507. I / / IN: 01.9 X 1 9,180 SF \ / I OUT 501. GFq ° s C4 X1 / NE 1 / / Z E W 6' / W Mechanical DI-3B e Roof to Equipment Locate �® L Walls. be Screened with don Visibility of all Parapet s / / O Equipment from the Mechanical Corridor Entrance 12' / O will be Elimin Q U s ated. ds I-3B s RD W W B3 C3 NEW � / \ <v �EW 6' NE 6' W 15„ HDPE / J Q 13C / W DI-3C c2 EW MH / 'ZO Co T P. 5 2 0 ' B1 NEW 15" HDP B2 E3 E2 � EW MH YARD W Q C1 H UT4 4 0 OP: 50 ,1�3 `S' - HD 486.9 Dp / w N: 481. X6 TOP: 488.75 N N: 496. 3 ., NEW 10' 'O _ — © OUT: 1.03 W N: 491. y C. FI ll��F HA � UT: 49D- -DF-3B TOP 1 —e — — — FLUME / N: 478.95 J o W \ 10 y STRUX. DI- C1 ` EX. EDGE OF PAV / J EX. CG 12 v, 88. o IN: 492.23 i Z OUT: 488.66 P01 KIN ROAD D OUT: 484.43 U. SPEED LIMIT 25 MPH " x3 4s � 4o so TO RIP RAP 18HDPE Date EX. D---------------------------a---------- — -- — -- ----------- ----------------------------------- -------------------------- — — UT: 496.58 TIC ONC. FLUME TO Scale 01 12 18 EX. DI-7. I 1 " 30' IN SUMP Sheet No. 30 0 30 60 90 C 7 0 F 19 File No. SCALE: 1 " = 30' 16.025 0 mow, N 0 z N � N W ' I I z .I I - w z 0 z II ' WITS OF FIELD SURVEYED TOPOGRAPHY o w W Q U1 W ' IN 3.07 I J 0 T 522.8 z w \ W z ,TREE PROTECTION FENCING � U \ \ ETAINING WALL A 530 1 MAX. HEIGHT 6' T IN MANAGED SLOPES AREA \ �NLTH 0 2zzllz IN 0 / 31I \ o ° v JUST � IMP � y . Lic. 45183 59 \ v „ 9. ( S � sz , x. GiantPntps-1-6 `'y/,'/ �SSIONAL GAS 31. 7 5 / ur X / S \ M \ \� 3 g/ �� PE STAL'S / 04s 520 1 � \ t I ELE7HON/FE 3r.� � I/� •s7 � 1 �%�I � / �/ ELE T GO R1C// i I / \ I I 30.8 / 4 I \ cn co G) 41 W �w // / / O O GO w 2.4 8 GP W / / / / �� \ ' y H///`C / / / j�v O r 5.6 / A cAs - GAs - GAS - GAS - CAS � c►� w � / ' / / / ' � � � 4b / 520 I i \ N I ��\W - cAs - GAs- cAs- cAs- / / / / ' / / � � � � � a E Q A 1 3O.0 O / I GAS - GAS _ GAS _ GAS - GAS - GAS - GAS GAS GAS / / SX G W GAS - GAS - GAS GAS / / o 0 0 w / / 0 GAS - GAS - / � / / / r ` U U - I 5 .80 r .53 / �, � ks GAS- GAS- GAS- GAs- / i lv1 - - ------- 09. 0 s 44 �' / 32. o' T Ex. Gi tPntP s�1- - A / v (� q I � I I � ETAINING WALL B MAX. vI� - ELECTRIC WSW W / �// /' /'/ � � % �� � �i I °O �O oO 0O .I ' X T �i/ / - i v r� - - / PROTECTION - - -- �' °' I O.I6 31. TW40.5 _ 0 / ® / /-71 \ X2 ����'�� / // o71NNN + ", f// N � - � o a3 X W32.86 - - - / / �n rn o o - --/��- M 1f�IGH' / /// CD00 I aN GED_SLOPES_ A E A..J, _� D � X \ TREE PROTECTION FENCING - - - - - �- - \Em2m, 29.85 TELEP ONE _ / �' / -% p.p - 512,0- / r - v-FED SAL --� ��� �� �� ��� BW14. _ _ - j> c14 ro d- \ - - _ _ ' �' /� _ _ -_---_ ----_ ETAINING WALL MAX. HEI�'H-T j ✓/j -,� Q a o I 9.85 � - � �% 1. 'ETAINING WALL B MAX, -HEIGHT 9' --_ IN MANAaa-SLOP E�AREA o r*� ss1 ------------ i 6 a ----- 6 9. 2 - - 24 \ / \ W3 - / �� = a 29.5 29.48 w 6 / = 0 - � Z�� `e 3 - T 6 512 _ °G °� `�� a. 2s.o - 09 Q oa �0 � w � - - - 28. _ .Il - �� � /� i �/ o a W a r\�- 9.23 - , - - 28 - / / I o / D2 - -jp v - \ ��� WA C6 �5x � �9 . , w - - b 3 Zg :% / T 0 i c� 510 �� 17.5 8.6 X� LL ELECTRIC s BW18.0 I X , 28 TRANSFORMER ' TREE PROTECTION FENCI Q � � � �� � �' �� ' � � � •> ' , , v SF - 09° 00TP �T------- - - 5 s II 19,180 GFq I U•� _ ALL I � _ ° _ e �/ 00 F.Ey - 5 M X. EIG // e - 516 5 �� _ _- - - i / /;/ W Z ®� _ - S /.J u' /- - - - / Lu Lu X4 10 - X 1 -� -� _ - W -- 5T - / / ° C1 � �W 504 Irv: �9 .9 - _ - --- -- - z - --- _ 09.5 i ,/ 1486.93 OUT:I4 0 __---_- _ ----- _ �,- MAN SLOPES- TYP. - - 2� OUT: 1.03 / / / I I I N: 491.4 � 04.o EX. A HALT PATH � - - - : 478 95 (� W UT: 491. / J ` - E1 M W \ _ / EX. CG-12 IN: 88.76 / /� IN: 492.23 EX. EDGE OF PAV OU 488.66 201 KIN ROAD OUT: 484.43 LL \\\\ SPEED LIMIT 25 MPH Date X3 a \ _ / 0 -gill 01 12 18 OUT-496-�8�_-- - - - - - - Scale 1 "= 30' _ Sheet No. 30 0 30 60 90 C 8 0 F 19 File No. SCALE: 1 " = 30' 16.025 I I � I • I I N/ I � I I • I I I I I I I I 1� I / \ EE PROTECTION FENCING 12 \ \ y q \ • PROPOSED LANDSCAPE SCHEDULE Plant Min. Total CaSFPY Total Plan Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) Canopy 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 Fogus grandifolia American Beech 2.5" 4 20 227 908 Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 2.5" 8 20 397 3176 J American Large Deciduous Tree Ulmus amcvs. Elmericans 'Valley Forge' 2.5 9 15 397 3573 Large Deciduous Tree Liquidambor styrocifluo Sweetgum 2.5" 8 15 249 1992 Broadleaf Evergreen Magnolia grandiflora Southern Magnolia 3-4' Ht. 12 14 54 648 Broadleaf Evergreen Juniperus virginiana Eastern Redcedar 3-4' Ht. 12 14 16 192 I�"' 1 Broadleaf Evergreen Pinus strobus White Pine 2.5" 26 24 118 3068 r Evergreen Tree Tsuga canadensis Eastern Hemlock 2.5" 5 10 16 80 "'(0, Small FloweringTree Magnolia vir iniana 9 9 Sweet Bay Magnolia 6' 26 10 113 2938 Small Flowering Tree Cersis canadensis Eastern Redbud 6' 15 10 124 1860 Broadleaf Evergreen Shrub Magnolia grandiflora Little Gem 6' 60 22 82 4920 Little Gem' Magnolia O Broadleaf Evergreen Shrub Myrica penslyvanica Northern Bayberry 24" Ht. 60 3 18 1080 Broadleaf Evergreen Shrub Ilex vomitoria Youpon Holly 24" Ht. 60 3 16 960 Deciduous Shrub Fathergillo gardenii Dwarf Fathergilla 24" Ht. 60 0 Low Maintenance Ground Cover 1 Southeast Native Grass Seed Mix .866ac 0 Low Maintenance Ground Cover 2 Southeast Wildflower Seed Mix 101b TOTAL SF: 38945 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 267,535 SF x 10% = 26,754 SF CANOPY REQUIRED: 26,754 SF CANOPY PROVIDED: 38,945 SF CANOPY PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD HANSEN RD — 396 LF/40 = 10 ROLKIN RD — 1,320 LF/40 = 33 ROLKIN RD (OFF PROPERTY) — 428 LF/40 = 11 REQUIRED 54 LARGE SHADE TREES 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 STREET TREE CALCULATION. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 46,281 SF X .05 = 2,314.05 SF REQUIRED 2,314.05 SF OF LANDSCAPED AREA PROVIDED: 9,106 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 160 PARKING SPACES (16 / 10 = 16) REQUIRED 16 LARGE SHADE TREES PROVIDED:16 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & AND RETAINING WALLS NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around 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. 4. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved 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. 7. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. 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 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 arundinacea) — 100 lb/acre, Red Top Grass (Agrostis gigantea) — 20 Ib/acre,Virginia / Wildrye (Elymus virginicus) — 20 lb/acre, Little Bluestem Grass (Schizachyrium scoporium) — 20 lb/acre, Purpletop (Tridens flavus) — 20 lb/acre, and Broomsedge (Andropogon virginicus) — 20 lb/acre, Indian Grass (Sorghastrum nutans) — 20 lb/acre. SOUTHEAST WILDFLOWER SEED MIX (AMERICAN MEADOWS INC.) —The mixture includes: NLTH OF �O v JUST HIMP C. 0.45183 w� �SSIONAL Four O'Clocks (Mirobilis jolopa), Siberian Wallflower (Cheiranthus allionii), Chinese Forget —Me —Not (Cynoglossum amobile), AMENDED SOIL: Sulphur Cosmos (Cosmos sulphureus), Lance —Leaved Coreopsis (Coreopsis lanceolate), Purple Coneflower (Echinacea w x'" MIX 100% COMPOST TO EXISTING SOIL ur urea), Indian Blanket Gaillardia ulchella Tree Mallow Lavatera trimestris Cosmos Cosmos bi innatus Red Poppy — — 1 I" . \ �; / • 1,032 SF X .5 (6" DEPTH) X .20 (20% MIX WITH EXISTING) = 103 CF (Popover rhoeas), Scarlet Sage (Salvia coccinea), Clasping Coneflower (Rudbeckia amplexicaulis), Butterfly Weed (Asclepias tuberosa), Sweet Alyssum (Lobularla maritime), Black —Eyed Susan (Rudbeckia hlrta), New England Aster (Aster �/ �/ / novae—angliae), and Plains Coreopsis (Coreopsis tinctoria). i / / / W W W• y / - _ SIX TREE REPLACEMENTS. -NOT INCLUDED IN LANDSCAPE SCHEDULE CALC._ TREE PRO -THREE(2) AMERICAN BEECH, / A3 TWO(2) EASTERN REDCEDAR,� / q / ON WHITE PINE • --TREE PROTECTION FENCING-- ---- —----- --- V / = W WSW I A\ \ \ � � � _. ,• , W W W W W � -�- -� / ��/ ��'�� / w W wW / \ IW W I I \ \ n • \ d a °Q < d n � \ -- .J � Wv W � / / / / / / M1`e`tj / / / / / / TUR MULCH PLANTING AREA ADJACENT TO RETAINING WALL / p / TREE PROTECT! I ! I \ AS � I -NATIVE FLOWER SEED MIX B_ ! I \ -SOIL AMENDMENT + i a E r/ PG a • a • W W _ W • W "Zoo X4 W W _ a. - •. . W -- W Wes` — W•. _ - * Cl — ' • • O / .. i — — — / EX. EDGE OF PAV / EX. CG 12 i i 30 �I I __ ---�— • • AND-SCA N • • / �/ EMENT D 077 PG 482 30 0 30 60 90 SCALE: 1 " = 30' V 1 1 I /J I I I I I I I I I I I • X/ TT / LLI w TREE PROTECTION FENCING /// �/� / W 60'-6S/ TREE PROTECTION FENCIN NG WAL —C AX,MEIG E _ S_S _ ET NI A D / / 521 0' a ' a S �r D2 TREE PROTECTION FENCING �� r // / i 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. 0%\ SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1 /3 OF ROOTBALL MULCH 2" DEEP IMMEDIATELY 04� 3" TALL WATERING BERM AFTER PLANTING AND WATER�Fl THOROUGHLY. P o n PLANTING PIT. PREPARED SOI SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETA k C9 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND �Poririr. ARBOR TIES, OR 1-1/2" SQ. OAk SET 180 DEGREE FINISHED GRADE APPLY 2" OF WI PLANTING AND 1 4" COMPACTED WATERING BERM EXISTING GRADE PLANTING PIT. S REQUIREMENTS, PLANTING SOIL REMOVE BURLAF TOP 1/3 OF RO UNDISTURBED S( 2 TREE PLANTING DETAIL C1 o Not To Scale 1992 DRIP UNE SNOW FENCE BOARD FENCE 1/2 BALL DIA. MIN. FINISHED GRADE w it a 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" p OF MULCH ON TOP OF ROOT BALL. I LO 0 FENCING AND ARMORINC :NCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING. � ON TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 3.38 Plate 3.38-2 CIL 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 I3X WIDEST DIMENSION OF ROOT BALL — TREE ON SLOPE @ 25% (4:1) to 50L. 2:1 Not To Scale County of Albemarle Cons6i-Attin P n ChtekHst - To 6-01seed on Landscape Plans (1Hf �dbo�d c, ClPiB4111-297 for complete specitic0tions) t. v 0 Trees to be saved; �'• Limits of clean'ng (outside dripline of trees to be saved); Location and type of protective fencing; ❑ Grade`cbengs requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. DL4rk1nft I All trees to be saved shall be marked with print or ribbon at a height clearly visible to Equipment operators. � ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. - 3. Pre-Cbiettraction Conferinde: P A Tree preervation and protection measures shall be reviewed with the contractor on site. 4 EaulumeniOveratlonvul Storage+ � _�P'7 X Heavy cfquipment; ve�ireular traffic and storage of construction materials including soil shall not be permitted within the driplines of tree to be saved. S. Soil Erosloo iind Storm*0ifr Detention Devices: Such devices shall net adversely affect trees to bi saved. A ruts are not permitted within IOlI feet of the`driplide of trees to be saved. II1 7. Toxic MatlWgis: ❑ Toxic materials shall not be stored within 1003teet of the dripline of trees to be saved. L Protective Feitcim' Trees to be retained within 40 feet of a proposed -building or grading activity shall be protected by fencing: Fencing shall be in place and shall be inspected and approv4by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tte:e-wall shall be provided; and a construction detail submitted for approval. 11. Tr4 c ingin0 Tunneling. ❑ Whem trenching is required within the limits of clearing, it shall be done es faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alto ative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cl gguo Protective fencing shall be the last items removed during thelfinal cleanup. � n 13. Rawagso Trees: 5E Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree SpecialisL I NOTE: IT IS THE EVELOPER'S RESPONSIBILITY TO CONGER WITH THE CONTRACTOR ON TREE CONSERVATION REdWREMENT§. 06/13/2018 OWNER S10KA1 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 N,LTH OF 1 v JUSTZ3 HIMP c No. 45183 w k�'V_SIONAL "�G TREE PROTECTION FENC NG (TP CONSERVATION PLAN CHECKLIST +0.0 +0 ' +0.0 +0. +0.0 +0. +0.0 +0.0 ,+ .0 +0.0 +0.0 +0.0 +0 0 +0.0 .0 0.0 +0.0 +o. +0.0 +0.0 0.0 +0.0 1 +0.0 0.0 0.0 +0.0 0. +0.0 0.0 +0. 0.0 +0.0 0 +0.0 +0.0 +0.0 0.0 +0.0 +0. +0.0 +0.0 +0.0 +0. +0.0 +0.0 + 0 +0.0 +0.0 +0.0 +0.0 +0.0 + . +0.0 ; +0.0 +0.0 +0.0 0 +0.0 +0. + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 ' +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0. low +0.0 + am 0� + .0 +0.0 +0.0 +0.0 +0.0 so .0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0. • 0.0 +0.0 0.0 +0.0 +0.0 +0. 0.0 +0.0 +0.0 O +0.0 +0. • ° .0 +0.0 +0.0 +0.0 +0.0 +0. 0.0 +0. 0 + 0 Schedule Manufactur Catalog Number Light Loss Symbol Label Quantity Number Description Lamp Lamps Filename Wattage Factor er 6 PHILIPS ECF-S-48L- ECOFORM AREA LED LED 1 ECF-S-48L- 135.1 1 GARDCO 900-NW-G2 ECF-SMALL, 48 LED'S, 900-NW-G2- -4-HIS 4000K CCT, TYPE 4-HIS 4-HIS.IES A OPTIC, HOUSE -SIDE INTERNAL SHIELDING 2 PHILIPS ECF-S-48L- ECOFORM AREA LED LED 1 ECF-S-48L- 135.1 1 GARDCO 900-NW-G2 ECF-SMALL, 48 LED'S, 900-NW-G2- -5 4000K CCT, TYPE 5-HIS 5-HIS.IES 6 OPTIC, NO SHIELD +0.0 + 0.0 +0.0 +0.0 0.0 +0.0 +0.0 0.0 +0.0 +0. +0.0 NOTE: ' 1. All pole mount fixtures shall be mounted at a total height of 15' from the finished grade which includes the pole base, unless noted. • +o.o 0 +0. o.o o.o +o.o +o.o +0.0 o.o 0 0 0 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded ` / �` to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and o.o +o.o o. +o +o.z o.z +0.1 +o.z +0.1 +o.z +o.z o.z +o. +o. property in residential or rural areas zoning districts shall not exceed one half footcandle. .5 3. New free-standing light fixtures fixtures be black finish. +0.0 +0. a .2 + .5 +0.6 0.7 +0.8 +0.9 +0.9 +0.8 +0.7 .5 .3 0.1 pole mounted (and poles) and new wall mounted shall a + 0.0 + 1;+ 0.3 7 0.9 + 1.2 + 1.5 + 1.7 + 1.6 + + 1.3 1.0 0.7 �. + 0.1 + 0. + 0.0 .a + 0. .5 •.8 + 1.3 + 1.9 + 2.5 + 2.8 + .6 + + 2.0 1.4 1.0 0.5 + 0.1 + 0.0 0.0 + 0.0 0' + 0. 1.0 + 1.7 + 2.6 + 3.7 .3 + 3.9 + + 2.9 1.9 + 1.2 d4 + + 0.0 + 0 +0.0 +0. + .0 +0. +1.9 +3.1 +4.6 6 5.2 +3.5 +2.3 +1.3 0.5 .0 +0.0 +0.0 � o 1 + 0.0 + 0.0 + 0. + + + .4 + 6.1 4.9 + + 3.4 2.2 + 1.3 .0 + 0.0 + 0.0 .0 +0.0 .0 +0.0 +0. 1. + .6 +2.5 +3.4 +3.8 .6 +2.7 1.8 +1.1 +0.4 0.0 +0.0 +0.0 +0.0 + 0.0 0.0 l?. + 0.0 + 0 0.8 1.2 + 1.8 + 2.3 + 2.6 + 2. + 1.9 1.3 + 1.0 0.1 + 0.1 + 0.0 �0.4 +0.0 +0. + .0 +0.1 + +0.7 1.0 +1.3 +1.7 +1.9 +1 1. 1.2 +1.0% +0.7 +0.2 + .1 .0 +0. 0 \ + + ` 0.0 0.0 + 0.1 2 + 0. + 0.8 + 1.1 + 1.4 + 1.6 + .7 + 1. 1.7 + 1.4 + 1.0 + 0.7 0.4 + + .2 0.0 O+0.0 .0 +0.0 +0.0 .1 +0.2 +0..5 +0.8 +1 +1.4 1.8 +2.1 2.1 +1.8 +1.3 +1.0 +0. .2 +0. +0.1 +0.0 +0.0 6. +0.0 +0.0 .0 +0.1 +0. +0.8 + . + .0 2.8 +3.4 + +2.7 1.9 +1.3 +0.8 - 0.3 +0.2 + + + + + + + 5 + + + + + + + + + + + 0.0 0. .n 0 0.0 0.0 0 0.0 0. . 0.9 4.2 5.I 5.0 3.9 2.1 1.9 1.1 0.4 5 +0.0 + +0.0 +0.0 +0.0 + +0. +1.0 + . + 9 '7�®+6.7 .6 .3 .3 +1.4 +0.7 +0.6 + .4 +0.0 +0.0 +0.0 +0. + +0.0 +0. .5 +1.0 +2.0 +3.3 +4.8 +6.2 +4.7 +3.5 +2.6 +1.7 +1.0 +0.8 + + + + + + + + + + + + + + + + °+ 0.0 0.0 0. 0.0 �.0 .0 0 .7 8 3.9 4.7 4.4 3.7 3.0 2.1 1.4 1.1 8 / +0.0 +0. + .0 +0.0 +0. 0.0 +0.0 .5 + 1.9 +2.2 +3.1 +3.9 +4.3 +4.5 +4.3 +3.7 +2.7 +1.9 +1.5 +0.0 + . +0.0 10.0 + +0.6 1.2 a + .5 +3.3 a+4.2 5.1 +4.7 O 3.3 +2.3 +2.0 +1.7 eda a d° +0.0 .0 +0.0 I +0.1 +0.3 + +1.0 aT.6 +2.5 �3.8 + .2 .0 + 2.5 +2.0 +1.8 +1.9 +2.3 +2.5 +2.2 +1. +1. +0. +0. +0.1 + .0 + .0 0.0 0.0 +0.0 +0.0 0.0 + + +0.0 +0.0 +0.0 +0.0 0.0 + +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + . +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 X0.0 / 0.0 PHILIPS ()p GARDCO rrrr.Fir rV►srr WM.Wr Project: Location: Cat.No: Type: Qty: Notes LEJ The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. example: ECF-S-64L-90C-NW-G2-AR-5-120-HIS-MGY Number Drive LED Color - Dimming controls Motion sensing Photo -sensing Electrical Luminatre Prefix of LEDs Current Generation Mounting Distribution Voltage Finish ECF-S ® Fool NW-G2 0 0 0 0 0 0 HIS 0 ECF-S 32L 530 WW-G2 All Type 120 120V DID 0-10VExternal IMR13 PCB Fusing Square Pole Textured EcoForm 32LEDs 530mA Warm White Arm Mount 208 208V dimming (by others)' Integral with Photocontrol Adapter 2 Type F1 Single BK Black site and area, (2modules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control' #31ens' Button'.' 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FLUME EX. A HALT PATH — — ' W 10' 478.95 491.4 0,91 ac � / W UT: 491. - a C D -3B TOP E1 FLUME J m/ \ - 0, 601 — o — zo EX. CG-12 IN: 88.76 �� 1492.23 EX. EDGE OF P / Q _ OUP488.66 _ � � T: 484.43 , / LL 0A SPEED LIM T 25 MPH vv ) �� ���' 4s -�-� -- 3o Date O TO RIP RAP IX3 0,� ac __- ---- - --� , �� '01 12 18 � \—-- _— > �-- / /�� � Scale — >> ' -- -= DI-7 TO REMAIN _-- 1 30 - - _ - -- -- --- ------------------ ---- -- - - -- ----------------- Sheet No. -- 30 0 30 60 90 File No. SCALE: 1 " = 30' 16.025 550 545 540 535 530 525 520 515 510 50 +50 10+00 10+50 11 +00 Al-A3 STORMPIPE PROFILE VERT 1 "=10' HORZ 1"=40' 545 540 535 530 525 520 550 545 540 535 530 525 520 515 510 11 +5�05 530 525 520 515 510 505 500 495 490 ARti ■�� ••ate? 1■�I■t!� It.1� 1■ ffdl ��MMI 0 0 0 MM in�s� Ir IiVi1i:MI\MMI\LYi2iM V ■:M1►ULlllltrot, ■:I. '-9+50 10+00 10+50 11+00 2 X3-B3 STORMPIPE PROFILE i3 VERT 1 "=10' HORZ 1 "=40' 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 �C4-C6 STORMPIPE PROFILE VERT 1"=10' HORZ 1"=40' LD-229 Storm Drain Design Computations Hansen Road Church From To Catch A (ac) Runoff Coef Inc AC Accum AC Tot Tc (min) Tot Tot Flow Int (rational) (inlhr) (cfs) Up Inv El Dn Inv El Pipe Len (ft) Inv S % Pipe Dim (in) Pipe Cap (cfs) Velocity (ftls) Flow time Inc (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A3 A2 0.27 0.69 0.19 0.19 5.00 7.10 1.34 527.10 524.90 91.18 2.4% 15 13.0 6.8 0.22 A2 Al 0.41 0.77 0.32 0.32 5.00 7.10 2.25 518.29 516.00 28.54 8.0% 15 24 12.2 0.04 AB 1 Al 0.45 0.58 0.26 0.26 1 5.00 7.10 1.85 519.31 509.55 192 5.1 % 24 66 9.3 0.35 X5 Al 0.28 0.59 0.17 0.74 5.00 7.10 5.27 509.00 501.99 158.27 4.4% 24 51.4 10.5 0.25 *X5 X4 0.22 0.60 0.13 0.88 5.00 7.10 6.21 501.79 406.10 61.57 9.2%/ 24 74.3 14.4 0.07 *X4 X3 0.08 0.56 0.05 0.79 5.00 7.10 5.59 491.30 488.76 66 3.8% 36 140.8 10.2 0.11 *X3A X3 0.15 0.66 0.10 0.10 5.00 7.10 0.73 496.58 496.32 36.34 0.7% 15 5.9 3.3 0.19 *X3 E1 0.91 0.61 0.55 0.85 5.00 7.10 5.02 488.66 484.53 410.39 1.0% 36 72.3 5.3 1.29 *E1 C1 0.32 0A9 0.16 1.27 5.00 7.10 9.01 484.43 481.23 168.71 1.9% 36 99.6 8.0 0.35 *X1 C1 0.35 0.17 0.06 0.97 5.00 7.10 6.88 491.53 486.93 83.47 5.5% 18 26.7 12.7 0.11 C6 C5 0.14 0.82 0.11 0.11 5.00 7.10 0.80 524.57 518.20 189.67 3.4% 15 15.5 6.6 0.48 *X2 F5 1.25 0.90 1,13 1.13 5.00 7.10 7.99 539.82 537.00 35.35 8.0% 15 23.7 17.4 0.03 F5 C5 0.00 1.13 5.00 7.10 7.99 527.41 523.60 78.21 4.9% 15 18.6 14.6 0.09 C5 C4 0.28 0.80 0.22 1.46 5.00 7.10 10.37 518.00 516.63 91.64 1.5% 18 16.7 10.0 0.15 i C4 C3 0.18 0.84 0.15 1.62 5.00 7.10 11.47 516.43 515.00 44.77 3.2% 15 15.0 13.5 0.06 C3 C2 0.08 0.73 0.06 1.67 5.00 7.10 11.89 508.70 507.70 28.38 3.5% 15 15.7 14.0 0.03 C2 C1 1.67 5.00 7.10 11.89 496.00 493.00 77.78 3.9% 15 16.3 14.5 0.09 C1 )a 0.51 0.54 0.28 4.19 5.00 7.10 29.73 481.03 478.95 73.52 2.8% 48 312.5 8.7 0.14 1.95 D3 D2 0.40 0.78 0.78 5.00 7.10 5.54 501.90 500.38 34.72 4.4% 15 17.6 12.7 0.05 D1 0.15 D2 0.90 0.13 0.91 5.00 7.10 6.47 500.18 499.76 18.14 2.3% 15 12.7 9.2 0.03 E2 E3 4,32 0,82 0,25 0,26 5,00 7,10 1.86 508.00 507.00 8.66 11.5% 15 19.0 9,8 0.01 E1 E2 0.26 5.00 7.10 1.86 500.00 496.52 22.78 15.3% 15 32.9 14.5 0.03 B3 62 0.12 0.77 0.09 0.09 5.00 7.10 0.65 512.20 508.00 32.09 13.1 % 15 30.4 10.0 0.05 i B2 B 1 0.09 5.00 7.10 0.65 507.00 502.00 152.4 3.3% 15 15.3 6.2 0.41 B1 X3 0.26 0.90 0.24 0.33 5.00 1 7.10 2,32 499.00 496.00 21.38 14.0% 15 31.4 15.0 0.02 i 'Existing Pipes 545 6KIN M! 530 525 520 13+Al5 11+50 12+00 510 505 500 495 419+50 10+00 10+50 6 D1-D3 STORMPIPE PROFILE a3 VERT 1 � 10'� HORZ 1 =40 124 530 525 520 515 510 505 500 495 490 0 535 530 525 520 515 510 505 500 495 490 485 W. ■ �TJ111�.=�J►��■� ■ -��-ice■- ■ �E2.=7211111111111■INN-M-0- M.-M&ri<i{. ■ �ir� ■ iLL'�1�91 'J' ��"���■�71Rt'�11 ■ EWA-■■�1 1 ■ . TMc 1■ 111 _.- 11511111551 .-„ �.TiY�1■ LC� -111 IUn►v�u�z:�w�� NO 10+00 10+50 11 +00 C1-C4 STORMPIPE PROFILE VERT 1 "=10' HORZ 1 "=40' OR 505 500 495 11+0090 525 520 515 510 505 500 495 490 485 11 +50 525 520 515 510 505 500 495 490 485 124 9+50 10+00 10+50 El-E3 STORMPIPE PROFILE VERT 1"=10' HORZ 1 "=40' 535 530 525 520 515 510 505 500 495 490 485 ' 6 NOTE: CONCRETE INLET SHAPING (IS-1) SHALL BE PROVIDED IN DRAINAGE STRUCTURE W/ 4' OR GREATER DROP 550 545 540 535 530 525 520 519+50 10+00 10+50 C5-F5 STORMPIPE PROFILE VERT 1 "=10' HORZ 1 "=40' 555 550 545 540 535 530 525 555 550 545 540 535 530 10+00 10+50 525 F5-X2 STORMPIPE PROFILE VERT 1 "=10' HORZ 1"=40' LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only 2m cn } a U d N U 4 U y � 1 a a O a '15 a ,� 2 o u} 0 0-0 2 `� 11 7 w ]C 0 L H W UCL a w W m = a �, w m a 0 CL a 2 L 0 = a a U] � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (inlhr) (cfs) (cfs) (cfs) (ft/ ft) { ft/ ft) (ftl ft) (ft) (ft) (cis) (cis) (ft) (ft) (ft) A2 DI-3C 6 0.41 0,77 0,32 7.1 2.25 - 2.25 0,015 0,01 0,023 - 0,22 0.5 0,44 9,49 0.32 4.0 1.27 - 1.27 0.015 1 0.15 0.5 0.3 6.48 A3 DI-313 10 0.27 0.69 0.19 7.1 1.34 - 1.34 0.015 0.017 0.016 - 0.15 0.5 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 0.77 0.09 7.1 0.65 - 0.65 0.015 0,08 0.030 - 0.13 0.5 0,26 4.35 0,09 4.0 0.36 - 0.36 0,015 - 0.09 0.5 0.18 2.93 C6 DI-3B 6 0.14 0,82 0,11 7A 0.80 - 0.80 0,015 0,012 0,038 - 0,11 0.5 0,22 2,88 0,11 4.0 0A5 - 0.45 0,015 - 0,08 0.5 0,16 1,96 C5 DI-313 12 0.28 0.80 0.22 7.1 1.58 - 1.58 0.015 0,01 0.040 - 5A0 0.22 100.0010 1.58 0.00 0,22 4,0 0.89 - 0.89 0,015 - 4,37 0,17 100, 0% 0,89 0.00 C4 DI-36 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-313 12 0.08 0.73 0.06 7.1 0.42 - 0.42 0.015 0.1 0.010 - 5.09 1 0.05 46.2% 0.19 0.23 0.06 4.0 0.23 - 0.23 0.015 - 4.06 0.04 57.2% 0.13 0.10 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 88.7% 0,83 0.10 0.13 4.0 0.53 - 0.53 0.015 - 6.59 0.07 100.0% 0.53 0.00 E3 DI-3C 8 0.32 0.82 0.26 7.1 1.86 0.23 2.09 0,015 0.01 0,028 - 0.24 0.5 0.48 8.38 0.26 4,0 1.05 0.10 1.15 0.015 - 0.16 0,5 0,32 5,62 AB1 DI-36 20 0.45 0,58 0,26 7.1 1.85 - 1.85 0,015 0,071 0,020 - 6,14 0,12 99.7% 1,85 0.01 0.26 4.0 1.04 - 1.04 0.015 - 4.94 0.10 100.00I0 1.04 0.00 Al DI-36 20 0.28 0,59 0,17 7.1 1.17 0.01 1A8 0,015 0,071 0,020 - 5,18 0,10 100.0% 1,18 0.00 0.17 4.0 0.66 - 0.66 0.015 - 4.17 0.08 100.00I0 0.66 0.00 C1 DI-2C 6 0.51 0.54 0.27 7.1 1.94 0.17 2.11 0.015 0.022 0.020 - 0.16 0.5 0.32 5.93 0.27 4.0 1.10 0.00 1.10 0.015 - 0.13 0.5 0.26 3.2 E1 DI-313 10 0.32 1 DA9 0.16 7.1 1.12 1.12 0.015 0.028 0.020 - 6.04 0.12 93.8% 1.05 0.07 0,16 4,0 0.63 0.63 0,015 - 4.87 0.10 100.0% 0,63 0.00 � .�r~�n►re 11IM:6-1 545 540 530 525 520 11+0�15 NLTH OF v JUST SHIMP Li .45183 � w4 SIONAL Area Name Area (sq ft) Impervious C A Pipe Section A2 A3 18012 11895 13973 7784 0.77 0,69 0.41 0.27 A2-A1 A3-A2 B3 C6 5156 6054 4019 5200 0.77 0,82 0.12 0.14 133-132 C6-05 C5 C4 12078 8041 10101 7223 0,80 0.84 0.28 0.18 05-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 0.45 A131-Al Al 12227 5867 0.59 0.28 A1-X5 C1 22038 8863 0.54 0.51 C1-X6 E1 14138 4373 0,49 0.32 El-Cl X1 7269 587 0.35 0.17 X1-G1 >Q 0,90 1.25 )C2-F5 X3 39760 20294 0.61 0.91 X3-El X4 X5 3554 9700 1524 4787 0.56 0,60 0.08 0.22 X4-X3 X544 X3A 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). 6. 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). X SS 545 545 540 540 CD O O 4- 535 M, 535 x Orepose w CD - - 530 411 525 525 INV. 525.71 520 520 n " IHV. IH_ LATERAL FOR 515 N515 510 510 505 505 50�+50 10+00 10+50 11+00 11+50 12+0�00 9 SX1-SS1 SANITARY PROFILE C14 VERT 1 " 10' HORZ 1 =40' 11 EXISTING WATERLINE RELOCATION PROFILE C14 FVERT 1 "�=10' HORZ 1 =40 I1H-, " COVER A kEl ❑❑ IN CONDITIONS 1I❑ ❑I ❑ ❑ ❑ ❑ El El El F-1 El J_0 [J f COVER x 9O L S� ± a PLAN T�PDIA SECTION A -A f-T 1 MACHINED 24' Ilk 1.COVER B 22" DF4 _ �--� TRAFFiC MACHR•1ED , - Q ❑; ILl D = CONDITIONS - r' ❑ Ll' I❑ ❑ L�'', ' , iElo 1 JT L-I L.I I i LETTERING ( J OPTIONAL ❑ ti, cl+❑ El' r I_ 24" DIA J II 33" DIA. _ ❑ CJ ❑ ,, f If� AP wELGHT BIZ _ ❑: ILJ D -' COVER 105 LHT ± FRAME TOP EITHER COVER A -Ok A MAY 13E '_SLL A 1 1 IIANE. 22 Pt& APPROX- WEIGHT COVER t70 L85. ± 1JACHINEO I SECTION A -A SHEET 4 OF a IIEC STANDARD MANHOLE FRAME AND COVER 224 REV. 71D2 3Q2 VIRCINIA DEPARTMENT OF TRAHSPORTATkOH 106.04 WATER M 550 545 540 535 530 525 520 515 12+0�10 VARIES rft� Iri HI14 tU Ji11Y I rl I I ITV L�� 540 535 530 525 520 515 510 545 540 535 530 525 529+50 10+00 10+50 �NEW WATERLINE PROFILE 540 535 530 525 520 515 510 10+00 10+50 11 +00 BUILDING SANITARY LATERAL PROFILE VERT 1 "=10' HORZ 1 "=40' VERT 1 "=10' HORZ 1"=40' E BOX TO METER BOX EE FIG. A-64 THRU W-?E) ES 2" COPIPEF 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WI LLBE 4" U N LESS OTHERWISE SPECLFIED BY THE ACSA • SERVICE LINE TO CONNECT AT MAIN WITH X'xVTEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG- W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT- USE PLASTIC SHEETING AS PROTECTION FOR BOLTS- • USE2500P-5-I- CONCRETE LARGE METER SERVICE LINE TD-12 11 +00 545 E 535 530 525 11 +5�20 + 44' MIN. e" MIN. 6" MIN. a a' a 60 • _ I �36" IN G .4 - - ❑ - - a 18 MIN. �•+� 17-5"� 37" MIN- 'MNGNUT LOCKING ASSEMBLY 12' MIN. BrPA55 N OTE S: 1, PROVIDE A 5" THICK GRAVEL BED BENEATH THE METER VAULT, 2. MINIMUM WALL THICKNE55 FOR PRECAST OR POUR -IN -PLACE VAULTS 5HALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 1/2" METERS NTS FIG. W-78 TD-15 VARIES 4" 01AMETEN BRANCH VALVE 8Ox. AND VALVE VARIES I I h.9J 61ATEY MAIN REyTRAINED UINT FlTTIN: ON-LINE (TYPE "B") VARIES TH: EADEO COUPLING ±_ SLEE'•:E BRASS NIPPLE AND PVC °o C.A P L.?zi1`ATE ALL TH°Ek=.-' THRusT 9LOCK METER BOX ' .` EE FIG. W- i ' VALVE M2 NO. 57 STONE v. i. FITTING y.: 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS -1E�7 "ARIES 2" BRASS PIPE "4ATD, MAIN AND VALVE 2" THREADED TAP ARE SAME 512E PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W=8. T[T-13 FOR ALL BENDS WIDEN TREK( ACCOMMODA ANCHOR IF REQUIRED. 45' m in BEDDING AS REDUIRED - 45' MIN T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL- 512E OF (FEET) CU-YD. (FEET) CU-YD- BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2-00 2.60 2-52 0." OAO 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0,10 90 3,66 3-16 3.21 0,48 6" 45 2.65 2.56 2,77 0,26 22 1/2 1.66 2-16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2-15 2.67 0-13 90 4.63 3-53 3.42 0-83 1O" & 12" 45 22 1/2 3,33 2.33 3-58 2.58 2.95 2.86 0,43 0,24 3.83 4.00 2.S3 0,52 11 , /4 1.83 2-33 2.84 0-18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES 51ZE, DEAD ENDS AND AT VALVE5. 2. USE 2500 P.5.1, CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4- THE CONSULTING ENGINEER SHALL BE RE5PON3I8LE TD THE VERIFY THE TYPE & 51ZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS (4) 1' (25mm) DIA HOLES ON 324 4" (83ammy DIA BOLT CI CLF. 2" (51mm) LETTERS (RECESSED FLUSH) 0 0 1' 0 [25mm] P CKHOLES 1 1/2• [3Bmm] 00 o m 'sW (2) GORED RICKBARS 1 1/8• (29mm) co BOSS 27 1/2• M 1 1/2- [699mm] [38mm] 1 1 1 25 1/4" DIA 7' [667mm] I- f 1 1/2" M za• Du 90 [660rnm] 13Srnm1 1/4• (6mm)DIA 3 1f8" 24- DLA NEOPRENE GASKET [79mm] [606mm] xa 7/16" VIA I s 1 1 1 [722mm] I [16mm] 23" DIA [5S4mm] T 36" DIA 25' DLA h1 [914mm] [635mm] O.D. OF GASKET GROOVE FRAME SEC'DC>hl SECTION FRAME & COVER (SEE FIG- 5-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-D" MAX 2'-O" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-O" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16' MAX ir MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. T a ° • 17" A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE PROVIDED- MIN, 5" BEDDING NOTE N% N0. 6a STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S-I-A TD-25 NTS FIG. W-3 TD-3 NOTE, HYDRANT mUST 3E EQUIPPED WTH CHARLOTTES- VLLE THREADS WHICH IS THE LOr,AL STANDARD LENGTH OF BRANCH VARIES 6' MIN 7' TO iO' (270' 2�„ 7 C L1. FT f ' . 4LVE Box #68 STONE- 7 h2"d11N "� ; ~= V' GATE VALVE •• TEE 2500 P-S-I. CONCRETE - "�•' •�'.,,' ��� RASE AND THR'I;-T : �, ,' •°:. BLOCK ACAI+u5T 0`DISTVRH>=�7 5T%+aLE SAIL STEEL PILE_ RESTRAINED JOiN7 FITT1kG5 WHEN THE SOIL IS DISTURBED OR A HYDRANT IS LOCATED IN A FILL, IN ADDITION 70 POURING CONG;�ETE, A STEEL PILE SHALL 8E LISED AS ADDITIONAL SDPPDRT N':: TE 1. ' EE H LEA '',ITH :-"" ;EL AND KEE' FFEE DF CONC?ETE 2 w I T=1'• - I -E F �l THE 4AII: TTHE FIRE H'Y";RENT r I, L I IT HE = Fl I HE '= E 'H.-LL -L E =. -I FROM THE FI E Hi:4ANT AND cL;'E �- THE :_TE -LE I.-LL:.Eu 1', H.:L•iE;a i+1? EHI THE DITCH- ITIS •� T -LL ' E. I THE DITCH 5 FIFE Hi - T H-L_ 'E INST'LLE -T L" ---n :. blHERE WEEP H. LE' ='E - :E THE 'E'VAILII. ,.=TE• ELEVATION. IF IiE...�L-E: T E I . ''.ET ='.E�� THE '.EE H LE '..HALL 2E PLuGGEO 4•;. THE H�.T 'H-LL :E - : E Y. Ti: I -L FI E H I.; A',T ASSEMBLY DETAIL N,T-S- FIC. W-4 SEWER SERVICE LATERAL CONNECTION NOTES- 1- WIHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �a (1/4' PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4"_ 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL Al e4O'O IN LINE WYE-TEE PLAN _r VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG- S-2 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING B STONE R STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL 501L� INITIAL BACKFILL 4�L11 s• a" MIN MIN. #68 STONE LAIR FILL AS 'OVED BY ACSA SABLE SOIL OR ROCK TK NOTE _ 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES- 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS- 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 36'MIN 24' EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INITIAL BACKFILL* (6" LIFTS) + THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 58 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEINER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD- 34 N O 01 N N w Q w (n w J I _J O I (n w (n Q O w _j N Q I 0) 0 �LTli ° N�� V f� C) v JUS#c.o. SHIMP ®5183 T ~� O' ��SSIONAL � w J z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN ` f �\ BRANCH 12" T r 2„ I 1 FLEXIBLE CONNECTION /_j NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE _j CONNECTION n BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 W a) a> O0. O O no Imo[, r Q, O c� 0a O U 0Q O U c c c � "1 q v OO o0 ao op QD 7- 0-4cV Wclj LTA O (0 O 0) O O C14 r7 Date 01 /12 /18 Scale Sheet No. C14 0F19 File No. 16.025 DI-3A. 3B, 3C EXPA4910" KEYED _ GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 69'30' �c TO ANGLE IRON AT 2'C-C. CONNECTORS AID 6 TO BE ANCHORED WITH 'r2" X 4" STUD SHEAR NOSE DETAILS {WELDED TO BENT PLATE AI 2'C-C. 21, AVEMENT 01-3A L DI-76 L d-3G L Mt- PED PAVEMENT FLOW y LW 1 Uj DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVD07 STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) - 8' 233 104.09 DE'rio VIRGNA DEPARTMENT of TRN45PMTATION °'•'02 540 tn 535 530 6A LL 525 = P) 529+50 10+00 10+50 11+00 11+50 12+00 (___1� HANSEN ROAD SIGHT DISTANCE RIGHT 1 "=10' VERT. 1 "=40' HORZ. 12+50 NOTES: 1. THIS ITEM MAY 9E PRECAST OR CAST IN PLACE- 2, CONCRETE TO 13E CLASS A3 IF CAST IN PLACE_ 411110 PSI IF PRECAST_ 3. COMBNATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS !AL(NG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB t GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB MD GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COGiSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE Or CC-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VOOT ROAD DESGN MANUAL. --_---_------ THIS AREA WAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SLWASE COURSES PROVIDED A MINIMUM DEPTH OF 7- IS MAINTA9ED. SPECIFICATION HEFEHENCL COMBINATION 6" CURB & GUTTER 105 FEY. 31LT6 SU2 VNR.;IMA DEPARTMENT OF 71RANSPCR7471314 201.03 4rRADIUS 71/i" • 'd 15" �,�. SURF) MAX �.e BASE it .'a-.' cc-2 END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es HUB END ON OUTLET END -SECTIONS NOTES! SPIGOT END ON MET END-SECT7PN 'HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET MO -SECTION 1. THIS ITEW MAY BE PRECAST OR CAST IN PLACE. 2-CONCRETE TO BE CLASS A3 F CAST IN FLAX. I�{k - - � r CONCRETETE TO BE1>j<� 3-CURB 4FAVM�fi AA1000 PSI IF C�iADIT US OF 300 FEET, OR LESS MOW L I - E � 4AODRP511ANVUM � � �- .- E J 0 0 SI MINIMUM FACE OF CURB1111L.L EE PAID FOR AS RADIAL CURB.- j 4.7K DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" i15" DEPTH) OR RCfrEA5E0 p$ MUCH AS 3" M" DEPTH) - •� N ORDER THAT TFE BOTT9N OF CURB WILL COIHCDEWITm A z URE- OTHERMSSEHE TOP TFE4F A COURSE (�F THE DEPTH IS TO BE ffi AS SHOWN. NO ADJUSTMENT PLAN PLANIN THE PRICE W 15 TO BE MANE FOR A DECREASE OR AN INCREASE IN DEPTH. 4„ 2" R 5. CG-2 IS TO BE USED 04 ROADWAYS MEETING THE DIAM TER C B DTER orf PE RE FOR CG-IF AS X C B OF PIPE APPEND A OF THE VDOT ROAD DES) MANUAL. � 0 �S�OX A - _ B)R DR $iE `r k FA0W __ STEEL FABRIC REINFDRCE#IENT + a• .d ` r h ' NI" 1 f AA r -'A • .'A • . -A -� - •� '.a • lPr7FACE D E PAY LINE SEES" LINE - END VIEW r NOTE 4 .A _ SECTION x END VIEW SECTION X-x END SECTION DIMENSIONS END SECTION DIMENSIONS d• -� d- BASE PIPE DIAMETER A B C D E PIPE. OIAMETER A 5 C D E •.a • a , '. 12" 4" 2"0" 2._0" 4.,01, 2_,D'. 12" 4,. 2._0.. 4- -1" 6._T" 21.0., _ .p • 151, g" 2.,3" 1-3, 4'.0, 2'-6" 151, f'• 2._3.. S-10.' d •••a • 16., g" 2.-3` 1i_9i. 41-01. 3'-0.. 181, R�. 2'-3.. 3'-10'• 61 V 3'-G" . e • . a .. e • 21" 9 2'-t1" 2'-1" 5•-0" 3•-6" 21" g" 2'-11" 3'-2•' 6'-1" 3'-s" _ 74" g 3,_7�, z.-6.� S._I,� s'-4" 24, 10" 3'-7" 2'-B" �1BBASE 27" 4_0. 2•-1" 6'-I" ►' 6" 27" 1 4'-fl" 2'- g.1r 4•_g. 30" 1`-O" 4'-g" 1'-7 B'-1 5'-D" 30" 1`-D" °•-&" 1'-? i' &'-1 5'_O•' 13" 1'- 4'-10' 2'-3 7'-3 5'-B" 33" 1'-1 B" 36" 1'-3" 5'-3" 2'-10 B'-1 6'-U" 36" 1'-3" 5'-3" 2'-14 �•' B'_y 5'-0" 42" 1'-9" 5'-3" 2'-11" 1'-2" 8'-B" 42" 1'-91, 5'-3" 2'-11" 4-3" 2--D" 6'-D" 2'-Y" 8--2" 7'-D•' 48" 2'-O" s'-a" 2'. 2" 54" 2'-3" 5'-5.. 2'-9 Ni'-? 1' T-B" 54" 2-"3" 5'-5•' 2'-11" 80" 2-111i 5'_O" 3�_3 g,_3,- g'_D" 60" 21_611 5�_fl�, 3'_3'' 8'_3•' B'_Oi ' STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION RF V. 3/D6 201.61 D4U 040 535 540 D40 540 NORTH SOUTF 530 535 535 525 530 530 0 525 525 13+0t 520 520 515 1 1 1 1 515 530 530 510 510 525 525 N 50 05 520 9+50 520 1 515 515 i 510 510 510 505 505 505 LU L.� 500 500 500 (S LIJ 495 495 495 49 90 9+50 0 10+00 10+50 11 +00 11 +50 12+00 ROLKIN ROAD SIGHT DISTANCE LEFT "=10' VERT. "=30' HORZ. 2 - 5PAINTED STEEL PANEL DOORS DUMP5TEK C) C) LL_ w w �� If') �wCo �� OLL_ CIO O zw zOc� ��o WOODEN P05T i C15 NOT TO SCALE 4 x 4 STEEL COLUMN FOR GATES 12+50 13+00 49450 CMU ENCLOSURE G' HEIGhT 10+00 10+50 11+00 11+50 12+00 12+50 HANSEN ROAD SIGHT DISTANCE LEFT 5 1 "=10' VERT. 1 "=40' HORZ. 10+00 10+50 11+00 11+50 12+00 12+50 i4�ROLKIN ROAD SIGHT DISTANCE RIGHT 1 "=10' VERT. 1 "=30' HORZ. 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 000000000000000 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21 A COMPACTED SUBGRADE DUMPSTER PAD DETAIL Not To Scale 1.5" SM9.5A ASPHALT PARKING TRAVELWAY PARKING :::::::::::::::::: 3" BM25 ASPHALT A 9.0' 22.0 9.0' o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o ;osaevo evoe G-6 XISTING ROAD e°e'e ; e ; eoe e-1 > < ` . NEW SECTIO Err VDOT #21 A COMPACTED SUBGRADE, CBR 10, FIELD VERIFY 6 ROLKIN ROAD SECTION DETAIL C15 Scale: 1"=10' W11-2 Pedestrian 13+0'ff 510 50E 50C 49` 13+OT .375 375 1.5 2 4.875' 5- RESERVED- rPARKING_2c 4 1 Ta 4-' 3.a7s asr� ' 1.5 dr** .75 2.5 .I 117-8 NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - INDITE (RETROREFL) *Reduce spacing 511%. *See page 6-3 1. * * "See page 6-2 for arrow design, - PAY LINE c a iVQTf51 PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CWRAC7OR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RICTHT, LENWILL L ITE REDUCE-0 8Y THE DIFFERENCE IN DIMENSION "D". SPECETCArIQM REFERENCE FEARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA [�PIiTMEItiI OF TFYAN$✓OhTAfIGN RL Y. ��" 1C2,, � a I J ! + VAN IH ACCESSIBLE II A R7-8a VAN fiVHLE VAN ACCESSIBLE 97-�e VANgaC $hHm A H C f] E F G H J N L p. Ij -3m 4136 1-5 1-5a .5 11) 1.5n a.I* 15 18 9 37s 438 2A 2 D 1 1. Q 24MJ3 5.781 1.5 PARKING APIRMATbN DIRECTIONAL APPLCATION COLORS_ LEGEND -GREEN (IIFM REFLEINWjORBLACK COLORS: LECENOI-WHHEINELROREFLECTNE) BACKGflOUNS -WIRE (RETROREFLECTWQ 0ACKGRIXW9 -BLUE {RETROREFLEUMP NLTH 0 O V� r� CG-11 v JUST HIMP C..45183 A STREET APPROACH SAME SURFACING IRACIUS TO BE AS I e [, AS MAINLINE ROADWAY !SEE NOTE 31 SHOWN ON PLANS) 6I r _ - - - - - - �I - CRA41U5 TO BE AS GENERAL NOTES T_ WHEN USED IN CONJUNCTION WITH STANDARD C43-3 OR CC-7. THE CURB FACE ON THIS STANDARD i$ To SHOWN ON PLANS) BE ADrjUTED TO MATCH h•E MOUNTAOLE CWeB CC-2 OR CG-$ COHFIGl9tRTICN. ,(�S SIGNAL v 1 2, SEE STAAIDAkD C6-12 FOR cuRo RAMP DESIGN To BE 9 SIDEWALK - - ---91dEWALK ' USED WITH THI5 STNNGARD. (SEE w )NOTE 5] ' OPTION# UNPAVED SPACE 3. MAJNLINE PAVEMENT SHh1.L BE CONSTRUCTED TO TtIE y FLOW LINE 77 RIW LINE (EXCEPT ANY SUBGRADE STAHEQAT40N FOR EIRLTRNNCE11E�N7 WHICH CAN BE JOINT SIGN E)iPAN510N OMIITREaLTEDOA THEM i` JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT CONSTRUCTED REYONO iiNE RFW LINL NOTE: WIDTH "13- 2'-C" OR AS MAINLINE ROADWAY EXCEPT FOR R REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION A �� PLAN VIEW ENTRANCE NOTES 5 WHFN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTIORATED HEAVY TRUCK MAJNIJNE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK k CURB RAMPS 1D' PARABOLIC CSNRV£ (ERTRANCE ONLY] WITHIN THE LMATS OF THE RAEMSHOULD BE INCREASED TO 7". ISET. CG-13] E3GF, OF PAVEMENT DR 81 Mom' D OPTiONAL FLOW LINE SLClPE C""L - - �. - d 5. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW N CU Igo LINE IS REOUIREO To PROVIDE POSITIVE ORARIAGE ACROSS cn co MAINLINE RO)OWAY - - - - - - - - �- - NOTE 7) THE ENTRANCE, o C _7, THE DESIRABLEAND MAXIMUM ENTRANCE GRADE CHANCES L'Lot-1,CHANGE D" ARE _6TED IN THE ALLOWABLE ENTRANCE GRADE 'CO InCnTABLTHESE VALUES ARE HUT APPLICABLE STREET CONNECTIONS_MMERCIRL �w N (1)5' 20'MINIMUM FDR ENTRANCE INTERSECTION NOTES I$. WHEN CC-11 IS USED FOR STREET CONNECTIONS, THE 'L CONSTRUCT CRAOE cHAwES WITH A PARABOLIC CURVE, CONNECTION MUST BE DESIGNED IN AGCARDANCE WITH AA5J•tTO POLICY AHD THE APPLICABLE REQUIREMENTS (� to E Q E Q SECTION A A OF THE 14WT ROAD DE5I15N MANUAL. NCLVDING STOPPING 510HT DISTANCE AND K VALUE REQUIREMENTS. N 0 O O U U 4' 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF CUTTER TO PROYIOE POSITIVE ORAiNAGE ACROSS THE INTERSECTION. 2' 13 C C AL,L.OWABLE ENTRANCE GRADE CHANGES o �a - n n , ti 5 .1 - 1 CLASS A3` R. CH.E-S.i d. • . V. s - - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D.. DESRABLE MAXIMUM HIGH MORE THAN 1500 VPD D X 3 9 MEDIUM 5W-1500 VPD S3% 5 7. LOW LESS THIN 500 VPD s 6 % 6 % NOTE ALLOWABLE ENTRAAICE GRADE TABLE IS NOT APPLICABLE TQ STREET COMECTM61S SPECIFICATION �QT REFERENCE METHOD OF TREATMENT ROAD AND eR®ce sTAA1DAJrDs 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 DF I VIRC4NIA DEPARTMENT OF TRANSPORTATION 203-04 DI-2A420. 2C N:xISTiNO OR PRPPI75E0 GALV. L2'rZ'X21rs"%Yi' ri►E $IDEWALK- SEE NOTE 15 8'-S" LONG EXPANSION GNT BACK OF SIDEWALK EXPANS10N JOINT GALVI 3'-2" rm-A BINDS S R-T Q I-->~C BARS A-1 5'D D • C 1D" C-C m = - BARS B WELDED - - 4 10" C-C JOINTS 7 ` TYPICAL BARS C a FACE OF CURBjI. Q S" CC 9 i" F2- o N FLOW 2'-17" BARS A LY E RACx CONTROL JOINT Q BARS . C-C 2'-1" g" 2'-2'' s" �C - SECTION B-B COLLAR 10'MAX. PLAN VIEW 10, WAX, T-4" '• 2..0'. rA CARS A-} L-VARIABLE-MAX. 20' OA�<.AFR��F SLOPE OF �� 2'-2"APPROACH _.8 _ $'• 3•-O•• _ SURFACE GALV, MCC.f2 BARS GALVANIZED MC 6 X 12 - f o �� e• WARPAED SECTION D-D WELD 62" CAL,9" DIAMETERB BARS E C 85 C' 1 CALv. WELD ALL WEEP HOLE0SEE NOTE 6B MC8%12 Ir2" % 4" STUD SHEAR SECTION C-C TONNECTN7R 70 rOL'_A4. FRONT ELEVATION &DECREASE TO 1" WHEN INLET IS usEn SECTION E-E DI-2A DI-26 WITH MEOIAHS. WARPED GUTTER - BARS A-1 APPROACH GUTTER r 7" _ I 1,. I I I 177 I WEEPHOLE 5" x I L 2! "X2BARS A-T r SEE NOTE B BENT C7ES ,f CALVAIapIV m C ..- - I BARS A $LOPE DF` "I I BARS - - Q D" C-C SURFACE N FOR USE DN GRADE$ x BARS H C i0" C-C Uri„ '/2`x4" STUD DI-2C L V BARS F I- "S C� a _ _ _ WELDED To o T C-G TYPE A SURFAACDE TYPE 8 PLpW Y r FLOW _ 5EEPNOTE 5 NOSE DETAILS rO 3" TYPE A NOSE DETAIL $HALO W J5ED WITH CG-7 5TAMOARD, TYPE B NDSE DETAIL SHALL BE USED WITH 0`6 SYMIDARQ GALVANIZED PLATE FnP TYPE A TO BE BENT ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 69.3G' AND IS To 5E ANCHORED? WITH Ir "X4" STUD BOTH SIDES TO BE SYMIAETRICX_ FDa S-EP DETAILS SEE STD. ST-1. SHEAR CONNECTORS WELDED TO BENT PLATE AT 2' C-C. 1vaoT STANDARD CURB DROP INLET REFS ENCIEN ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 24" PIPE- MAXIMUM DEPTH (H) - 9' 233 104. 03 VIRGINA DEPARTMENT OF tRAdNS"TATIDN 2 ° d 4 ° 44 4" - 3,000 PSI CONCRETE d ° 2" SM9.5A ASPHALT U ° 0000000000000000 4" - VDOT #21A BASESTONE 0000000000000000 6" COMPACTED VDOT #21A COMPACTED SUBGRADE )III CBR=10 IIIIIIIIII-�� COMPACTED SUBGRADE, CBR 10, FIELD VERIFY TO BE FIELD VERIFIED 8 PAVED PARKING LOT DETAIL 9 TYPICAL SIDEWALK SECTION . (;1. Not To Scale C15 Not To Scale OF M.0 sax•c7 13POMAO" J , rn•m riu r WALL B b "y I,r., WALL G - WALL H�` WAI SI c - --- - - _ - - - - - •rr rw arLn SPEED LOUT 75 I 3 1_'3I iYj L.�__� DRAWING INDEX Sheet 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 B, C & D 7-8 Wall B - Sta. 0 to 5ta. 423 9 Wall C - 5ta. 0 to Sta. 117 Wall D - Sta. 0 to Sta.132 10 Enlarged Site Plan - Walls E, F, I & J 11 Wall E - Sta. 0 to Sta. 198 12 Wall F - Sta. 0 to Sta. 195 13 Wall G - Sta. 0 to Sta. 84 Wall H - Sta. 0 to Sta. 75 14 Wall I - Sta. 0 to Sta. 205 15 Wall J - Sta. 0 to Sta. 192 Anchor Diamond Pro Units E Non -Woven Filter Fabric - 4 FT Wide Mirafi 140N or Equivalent 4" Cap Unit Secure to Top Unit w/ Concrete Adhesive Anchor Diamond Pro Units Geogrid Reinforcement (Typical) Refer to Wall Profile for Geogrid Type, �eogrid Length (GL) and Location Drainage Aggregate 24" Vertical Spacing (Typ.) VDOT No. 57 Stone Min 12" Thick - - - - - - Weephole ..,_... ,� a u•oa Drain to Daylight Retained Soil 40' OC Spacing (TYP) - - - - - - - Extend Beyond Wall Face Reinforced Fill • ' �.:-:•-,. :: � Granular Soil Fill - - Compact to Min 95% Standard Proctor Density 4" Dia. Drain Pipe See Drain Detail �- ^ Stone Leveling Pad /GL 6 Thick x 24 Wide ALL C (See Wall Profile) TYPICAL RETAINING WALL CROSS SECTION WALL D (Not to Scale) 14 ----------------- WALL F r P i r `traight WALL E / Rear Lip Split Face SITE PLAN Scale: 1" = 100 FT 0 50 100 Anchor Diamond Pro Segmental Retaining Walls Hansen Road (The Point) Church Albemarle County, Virginia Site Plan Adapted From The Grading Plan, Sheet No. C7 of 14, Dated January 12, 2018 (Rev. 2 - 6/26/18), Prepared by Shimp Engineering, P.0 Site Plan For Illustrative Purposes. Approx. Scale: 1" = 100 FT Alternate Geogrid P. on Subsequent Geogrid Elevations to Betw,-z Eliminate Gaps Propei 1/1� :� • �� � 14-*-11F I,W �,� 1�`��f� 1114W > N11111'�11 �,1��1,�n �4 11 �,1A 1�111 v1�'��� CONCAVE CURVE DETAIL (Not to Scale) Alternate the I Reinforcement i Reinforcement Anchor Diamond rr'V Vr111 V4V r rV 1.- Ir. VI.. Rolled Direction 900 INSIDE CORNER (Not to Scale) AnW1VF' vlunwnu rry uru Is CONVEX CURVE DETAIL (Not to Scale) Alternate Reinforcement at Subsequent Reinforcement Elevations -A Geogrid Length (GL) ! Rolled Direction ,• •�� N Anchor Diamond Pro Unit Anchor Corner Unit Adhere with Concrete Adhesive (Alternate Every Other Course) 900 OUTSIDE CORNER (Not to Scale) 1" Setback F"*'',*,*******.",*.-.....,.,. ............. 811 I I11 8-1/21' I 8 I 1 i 1 1 i I ANCHOR DIAMOND PRO UNIT (Not to Scale) Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geotechnical MICHAEI. R. (, RR Engineering, P.C. Roanoke, Virginia 24019 No 021245 Phone: (540) 366-2379 Fax: (540) 904-6200 Scale: As Shown Date: 09/23/18 Project No. RW-2126 ONAt, Revision: -- Sheet 1 of 15 Note: Shrubs can be planted behind the wall. The top geogrid layer can be cut using a utility knife for placement of the root bulbs. I�11�li1 'Mzw&-30n E� .. _ �c�eii� C�>�iassdih6r Cs__11 aIzfV --%PsmIr_�ll',r�%WIAr_ I's o+a+tti � ala o�a�i erlalib�•n+a,��xa�a�:o�a�i +arer, lviYLlt�'Ph�P��i'd■i'�PI{iP►5i �K�i�AiGii!w><ir0i3ii�irFliP� Ilk Start PP Geogrid A rox. 1" 9 From Front of Units Anchor Diamond Pro Unit GEOGRID PLACEMENT DETAIL (Not to Scale) Reinforced Fill .. Milli IIIIIIY Min 1211 _ ----- .----------------- Min 24"--------- �O OO o0 Fill Cores w/ Anchor Diamond Pro Unit VDOT No. 57 Stone Open Joint (Weephole) 4" Dia. Perforated Drain Pipe at Max 40' O.C. Drain to Daylight DRAIN DETAIL (Not to Scale) ,N NINWEC R. OR No 011245 �/OIVAL Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road i Geotechnical Engineering, P.C. Roanoke, Virginia 24019 Nk Phone: (540) 366-2379 Fax: (540) 904-6200 Scale: N/A Project No. RW-2126 Date: 09/23/18 :vision: -- Sheet 3 of 15 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. 4.0 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 (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH A5TM D-422. SIEVE SIZE PERCENTAGE PASSING 1-1/2 INCH 100 1 INCH 95-100 1/2 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. 14.0 REINFORCED FILL SHALL CONSIST OF GRANULAR OR LOW PLASTICITY SOIL FILL WITH USC5 SOIL TYPES GP, GW, GM, GC, 5W, SP, SM, OR SC WITH A MINIMUM ANGLE OF INTERNAL FRICTION, OF 30 DEGREES AS OUTLINED IN DESIGN PARAMETERS - NOTE 5. LOW PLASTICITY SILT OR CLAY (ML-CL) CAN BE USED SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER. ROCK FRAGMENTS SHALL BE LIMITED TO 4 INCHES IN DIAMETER OR LESS. THE FINE FRACTION (MINUS NO. 40 SIEVE) SHALL HAVE A MAXIMUM LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY INDEX (PI) OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER. HIGHLY EXPANSIVE SOILS (MH-CH) SHALL NOT BE USED IN THE REINFORCED FILL ZONE. 15.0 REINFORCED FILL SHALL BE PLACED IN 8-INCH LIFTS AND COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD PROCTOR DENSITY (A5TM D-698). COMPACTION TESTS SHALL BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND - OPERATED EQUIPMENT. 16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DEN51FY NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED WHERE NO. 57 STONE IS USED AS REINFORCED FILL. 17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETED. 19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADING ARE DIFFERENT THAN THE DRAWINGS ANDTHE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 20.0 DETAIL FOR FENCE OR HANDRAIL POSTS AT THE TOP OF THE WALL ARE PROVIDED FOR PLACEMENT OF POSTS USING SLEEVE -IT FENCE POST SYSTEM (SEE SHEET 4 OF 15). 1" Setback )pen ceps Filled With Stone) 1" Rear Lip UNIT CONNECTION DETAIL (Not to Scale) DESIGN PARAMETERS: 1 BUILDING CODES: 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC) 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 (SRW) 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 (PCF) 0, (DEG) (PSF) 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 REINFO ZONE. ANY SOFT, SATURATED SOIL 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 Road (The Pc Hansen Road - Albemarle ��rGe0 Oeo#echnidal >=rrgirl�+e€int�,1�::Qr. Scale: N/A Date: 09/23/18 Revision: -- CIRCEO GEOTECH 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (540) 904-6200 Project No. RW-2126 Sheet 2 of 15 Cap Unit Filter Fabric - 4 FT Wide Secure to Top Unit Mirof i 140N or Equivalent wl Concrete Adhesive Geogrid Reinforcement SRW Units I Drainage AggregateRetained 1 i I ri.;ritiv.•rv;�.rvrv.,rv.�.-..rvvvrv.�.rvv...-..� ■ri Min 12" No. 57 Stone Irl Soil IrlCompact 1►1 .. Iri I�iStandardoctor In ReinforcedCompacted Granular Soil Pr • Iri brain .. 3.1■I Place Geogrid Under or Over - - Irl 1.1 Pipe (Min 3" Soil Cover) GEOGRID • DRAIN (Not to Scale) At Abutment, Alternate Full Unit with Half Unit Every Other Course. Not Attach to Structure. ructure ..1�4E4E4�9'>��@�e&���4646�d9■I■■■■■■■■■■CDo CU WALL ABUTMENT DETAIL MEMOS 9I1&RPNIRRRX4(Not � to Scale)��"�--` _13;�FrUse All No. 57 Stone Reinforced Zone round Storm Structure Handrailin Handrail Min • ■■■■I�i �if92 �a + i loss�� � n 1tt ■1■■■■■■■■■ ■■■■ yy w/ 3,000 psi Grout Sleeve -It - 12" Dia. x 24" Depth BOOM AroundFill .ost Grout Fill After Post Installationwl ■■■■■I�4�R�R6R59:���■1■■■■■■■■■ ■■■■@I$I�#rr. A■1■■■■■SEEM Filter Fabric - 4 FT Wide Min 3,000 psi Grout PVC Coated Strut ■■■■�i}��li'iy��'i�i'iy��''}1}y� ut Geogrid • • Sleeve ■■■■■pr�ad�1�Kp�i��K]d7d7 ��{t�l�p��p[�p�p�,p��(��p�[iq�y�L�Q�■�■■■■■■■■■■■■ CoatedPVC Base�����i�i���OFp���� fiFC4C(i�li�li�i��l�f`Ir15419�Fi���I���p��p�y��gl��gg�g�g��g���■� ��i�CM6C161?B>SBSs���■ 24" Min,•v, *` `v'�, r iv 1�i£ S�SIra qg ;ESE i b�d4�4 3�iQ»>$1�■■ . rv./vraA././�v./ .w,r vv�°%/+h/°/a�1/•/ ��++ •� g5�S�3�Pi�>« �l9auuttus _ �•/�1�ij���+f�i��+��i������+%�i��i��i!�i� r ..« �v;!✓;.``%,!�!�r��i�,i��r��r�,i�,i�*i�,i�,I��i�*% 4� r � h���+f�ir�+��i����ir�i*�+��✓�� Cover ��%�%,%�%�?��%�%���r�,r�,�i �i��o a�l�ih919as'1PM��:o o�'► ra +�q S s �LiiAeeeas.s+saai��■ -■1�rf16...■i!...�i1t1■ 5p�.s�;,�7{���4f5��q��1�re,�y��}k�Ylr:x�l�/��•Ft�1►�fEa�E+��lI���1Q■■ Soil Cover r`4`*�ri=}�+.4�, s; .:.. #Non-Wr •ven Filter �I����@}�i;y4��1��#y�I14l�'liy��7y���1i���yp�� Y41� r48F 1+ •G �9 �2tI1' !llli�,L li.����6f��I,. �14L 4SM1I i'PM17218����'_-�L�;(IQii ii ��llZQi'�■ 24" Min Embedment • '• • 36" Min Hansen Road (The Point) Church • . ... . II�• Reinforced Fill I� .. / _5956 CIRCE0 GEOTECH Buckland Mill R .,. �Dl F eot • _ -En � k Roanoke,i . 4� - - - - - - Pryr Phone: (540) 366-2379 a Fax: (540) 904-6200 Project No. FENCE POST DETAIL 51 FEVE-IT FENCE POST DETAIL 4 (Not to Scale) (Not to Scale) WALL A 554 - 552 I Min 42" Safety Handrail or Fence 0 1 TOC = 541.00 (High Point) 550 0, TOW = 540.67 TOC = 540.33 548 a TOC = 534.33 H I TOC - 538.33 TOW = 540.00 - G 546 I TOW = 538.00 TOW = 5LOO } 4- L TOC = 537.00 � v 542 GL = 4 FT c TOW = 536.67 540 '� GL = 5.5 FT ^ ^ ^ ^ _ _ _ ^ � GL = 5.5 FT 536 �GL = 5.5 FT - - r.r. r.r. r. r. �. - GL = 5.5 FT r. -Tw 536 -.GL=5.5FT ^ ^ ^ ^ ^ GL=5.5FT^'`-' - GL=4FT 534 N532 . c N 530 . .. ..: � 6" Thick Stone � f W 528 I GL = 4FT I I 1 �,� BOW - 533 33 z' �:- <c'F I `. BOW - 533.33 Leveling Pad - BOW = 532.67 '!E'�" '`• 526 -I 524 1 BOW = 532.00 I Proposed Grade at Bottom of Wall Drain Pipe to Daylight - 40 FT O.C. (Typical) P 4 l 9 l 20 30 40 50 60 70 78 80 90 93 I i Station (ft) i I I GL=4FT 6L = 5.5 FT GL FT 1 LEGEND ® Cap Unit (*'Height) 0 Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" 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) 200 • - ' StrataGrid S6200 - ' 300 - StrataGrid 56300 GL Geogrid Length (ft) O 4" Drain Pipe to Daylight WALL B ,^, WALL B 554 552 550 548 546 } 5" v 542 C 2 540 538 W 536 534 532 530 528 526 524 Li cn W \ O 0 J J `,- Z Q0 i U C) / z LLi h x � z < Z Q Sta. 93 n ZO Z Q / ' stn. U W St 6 w ° Q.• /. 41� Mom/ Mi a Sta. 30 •• Use All VDOT No. 57 Stone in Reinforced Zone � Sta. 20 -%•'• �, M x Due To Excavation Limitations WALL A •• Min 42" Tall Guard j Scale: 1" = 30 FT Sta. 0 Max Exposed Wall Height = 6 FT ENLARGED SITE PLAN 0 15 30 Hansen Road (The Point) Church All VDOT No. 57 Stone N Hansen Road - Albemarle County, Virginia in Reinforced Fill Zone ��,pI.T O� RETAINING WALL A MICHAEL R. CC R- No 021P45 a Stn. 0 to Stn. 93 V? j//t; Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 psf] NA1. Circeo 5956 Buckland Mill Road Geotechnical Engineering, P.C. Roanoke, Virginia 24019 ® Phone: (540) 366-2379 Fax: (540) 904-6200 Scale • H1"= 10 ft. V: 1"= loft. Project No. RW-2126 bate: 09/23/18 Revision: -- Sheet 5 of 15 ►." iA. TIVIi7 E 12 20 30 40 60 70 80 86 90 100 110 120 I I I I I Station (ft) I I GL=5.5FT I 6L=7FT GL=8.5FT I GL=8.5FT -� 550 TOC = 542.33 (High Point) Min 42" Safety Handrail or Fence TOC = 542.33 (High Point) -- 548 TOW = 542.00 TOW = 542.00 TOC = 540.33 546--- GL = 7FT TOW = 540.00 5" 542 540-6L=8.5FT- - - - - - - - - - - - - - - - - ^GL=8.5FT, r. r. r. .GL=8.5FT •� r• ^ r• r• ^ r. r. r- r• r• r. r. r, r• r• r. r• r• r. I r• r- � 538 ^ '^ 61.=8.5FT ^ ^ ^ �GL=8.5FT- ^ ^ '� ^ 6L=8.5F7' ^ ^ T GL=7FT ^ 0 536 ^ •GL=8.5FT - - - ^ - - - - - - - - - - - - - -GL=8.5FT- - 'GL=8.5FT GL=7FT - - 534 GL = 8.5 FT r. ^ - r. ^ - - - r. r. - - r. - - - - r GL = 8.5 FT • r. r. .} r r. 6L = 8.5 FT r. i r. -- GL = 7FT r r - _ I LLJ 532 r. , GL = 8.5 FT - ^ r. - - - - ^ r. - r. r. ^ ^ GL = 8.5 FT ri `j - GL = 8.5 FT r GL = 7FT r 530 -. :. ......... J ,. :. ... ... . 528 zx �. :yrri�x'rrrnr "ta z� ''z;ry y<, wi BOW = 532.00 5266" Thick Stone BOW= 531.33Proposed Grade at Bottom of Wall 524 ;: Leveling Pad 1 BOW = 530.67 L :.i ..:.....:, :, , � ,. • I .�. ..BOW 530.67522 I Drain Pipe to Daylight - 40 FT O.C. (Typical) . ; f 520 1 230 240 120 130 140 150 160 170 180 190 200 230 222 I ' I Station (ft) I I I 6L=8.5FT t� GL=7FT I I LEGEND ® Cap Unit (4" Height) Anchor Diamond Pro Units (8" Height x 18" Width) 0 Leveling Pad (Min. 6" 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) 200 • - ' Strata&rid S6200 - ' 350 - StratoGrid S6300 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight t:� All VDOT No. 57 Stone N Hansen Road - Albemarle County, Virginia in Reinforced Fill Zone Q�° CIRCEO GEOTECH hnical 5956 Buckland Mill Road Geotec Engineering, P.C. Roanoke, Virginia 24019 RETAINING WALL B MICHAEL R. CIRCEp �, ® Phone: (540) 366-2379 No. 021P45 Fax: (540) 904-6200 Star. 0 to Sta. 240 o� q1, , /,t; Scale: H' 1"= loft. Viewed From Front Face of Wall V: 1"= 10 ft. Project No. RW-2126 �aNAL bate: 09/23/18 [Design Soil Bearing Pressure = 2,000 psf] - -- Revision: --I Sheet 7 of 15 29.85 \ �\ Sta.86F- Use All VDOT No. 57 Stone in Reinforced Zone Due To Excavation Limitations vv ru.L. v ENLARGED SITE PLAN Min 42" Tall Guard Max Exposed Wall Height = 10 FT f a f RE AiN iti1 WA j 1W . HE! ; 1 6 N VANA'3a SL,Sta, 60 � _ARtA s- �........... 0, Sto. 117 • •'Sta. 60 .sta 90 Sta. 0 • • z 0 Y`N 5tQ . 1 �0 0 Max Exposed 1 ENLARGED SITE PLAN WALL B Scale: 1" = 30 FT 0 15 30 btu >ta, 422: // Scale: V = 30 FT 0 15 30 Hansen Road (The Point) Church yr;N O,o Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH �� Oireo l 5956 Buckland Mill Road �1CHAEl R�cIRCEl� _Cbni'C Eit�ini3ecingr PAC'. Roanoke, Virginia 24019 9 Phone: (540) 366-2379 Fax: (540) 904-6200 Scale " = 130 FT Project No. RW-2126 bate:: 09/23/18 -- Revision: -- Sheet 6 of 15 554 552 I -Min 42" Safety Handrail or Fence - Proposed Grade at Bottom of Wall 550 TOC = 540.33 Cut Geogrid Around Manhole Drain Pipe to Daylight - 40 FT O.C. (Typical) 548 TOW = 540.00 TOC = 538.33 546 TOW = 538.00 TOC = 537.00 } 544 F5 ] . . ii TOW = 536.67 10 v 542 c 540 538 i- - 6L = 7FT r. I r GL = 5.5 FT - ^ ^ r. ^ GL = 5.5 FT ^ .........- - - -� -�► 10- 536 Ir.- GL=7FT - -1- -� GL=5.5FT� � � � �GL=5.5FT- - - - - - -'� � GL=5.5FT i � � � � - •GL=5.5FT I 534 1- - GL=7FT GL=5.5FT- - ^ - r. r.-GL=5.5FT- ^ - - ^ - ^ - - - •GL=5.5FT ^ - - - - - - --GL=5.5FT r. r. GL = 5.5 FT - 532 - - GL = 7 FT - GL = 5.5 FT • t_ r GL = 5.5 FT - F.•y'��r GL = 5.5 FT - - - - 6L = 5.5 FT � - - - - ^ GL = 5.5 FT 530 I - - - - - GL=5.5FT,= GL 5.5 FT 6" Thick Stone 528 I Leveling Pad l ll B Storm Drain Under Wal .1` 526 524 I BOW = 532.00 Use All Crushed Stone Around Pipe To Prevent Settlement �crr BOW 530.00 BOW = 529.33 240 252 260 270 280 290 300 310 320 330 340 350 360 I 1 I Station (ft) I I GL = 7 FT .�� GL = 5.5 FT I 1 cM E 8" Step WALL B 550 548 TOC - 537.00 Min 42" Safety Handrail or Fence W 5" TOW = 536.67 TOC = 536.33 TOW = 536.00 TOC = 534.33 542 TOW = 534.00 4-54o GL 5.5 FT TOC = 532.33 538 I GL=4FT TOW = 532.00 V) o 536 -• GL = 5.5 FT - ^ _ -� 1 TOC -_ 531.00 ' 534 GL = 5.5 FT - - - - - - _ TOW = 530.67 fh N 532 as - - - - GL = 5.5 FT - - - - - - - - - - GL = 5.5 FT - �) W N 530 GL=5.5FT r• - - aD - - - - = GL=5.5FT• GL=4FT -� 528 ' C 3 } 526 6" Thick Stone I > = N 524 ; ;,r twi Leveling Pad Proposed Grade at Bottom of Wall: W 522 BOW = 528.67 (Low Point) Drain Pipe to Daylight - 40 FT O.C. (Typical) BOW = 528.67 (Low Point) 520 360 370 380 390 400 405 410 420 423 I I 1 Station (ft) I 1 I� GL=5.5FT I� GL.=4FT LEGEND Hansen Road (The Point) Church All VDOT No. 57 Stone in Reinforced Fill Zone ,TN ��° Hansen Road - Albemarle County, Virginia ® Cap Unit (4" Height) Circeo CIRCEO GEOTECH 0 Anchor Diamond Pro Units (8" Height x 18" Width) -41 5956 Buckland Mill Road 0 Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) /f,� Geotechnical Engineering, P.C. Roanoke, Virginia 24019 TOC Top of Cap Unit RETAINING WALL B MICHAEL R. CIRCEp P=��,. Phone: (540) 366-2379 TOW BOW Top of Wall (Excluding Cap Unit) Bottom of Wall (Including Embedment) Sta. 240 t0 Sta. 423 No 021245 y 9/LSL� 4 =' Fax: (540) 904-6200 H: 1"= 10 ft. /Scale: 200 • - ' StrataGrid S6200 Viewed From Front Face of Wall c� V: 1"= loft. Project No. RW-2126 - ' 350 - StrataGrid 56300 ONA1, bate: 09/23/18 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight [Design Soil Bearing Pressure = 2,000 psf] Revision: -- Sheet 8 of 15 530 All VDOT No. 57 Stone - - 528 TOC - 520.33 (High Point) In 42" Safety Handrail or Fence in Reinforced Fill Zone 526 TOC = 517.67 TOW::: 520.00 1 11 1 ' I 524 TOW - 517.33 R=5.5FT TOC = 518.33 - -TOC = 516.33 TOW = 518.00 522 - �� -- ! GL = a FT TOW = 516.00 520 - - - - GL = 4FT - - - - - GL = 5.5 FT - - - - - - - - -� I GL = 5.5 FT -TOC = 512.33 .� 518 I y - �' - GL=4FT - - - 6L=4FT - - - - - GL=5.5FT- - - - - - - - - - ��r TOW = 512.00 0 516 'GL=5.5FT - - GL=4FT-GL=5.5FT� - - - - - - - - - �-� GL = 5.5 FT 514 > v ' - - GL-4FT -5.5- - - - - - - - - - LL 512 I a •r v t - - FT ............. `��`' :' 6" Thick Stone o GL FT ' r. 510 GL a BOW 515.33 Leveling Pad 3 508 L I eve 1 _ a LLJ J v .Y I - BOW = 514.00 a .. 506 1 .. BOW = 512.00 - Proposed Grade at Bottom of Wall 504 _ 502 P - Drain Pipe to Daylight - 40 FT O.C. (Typical) BOW - 510.00 - BOW = 509.33 500 I - _ --.- (Low Point) 0T] 10 20 30 34.5 40 50 60 70 80 90 94.5 100 110 117 1 1 I Station 1i I 1 GL=4FT I GL I GL=4FT - 1 WALL r"" 528 All VDOT No. 57 Stone Lower Wall 526 in Reinforced Fill Zone 524 TOC = 516.33 (High Point) TOC = 516.33 (High Point) 514.00 TOC = 514.33 - _T 522 TOW = 516.00 TOW = 516.00 = 0 520 TOW 1 - TOC = 512.33 - TOC = 510 33 WALL C Upper Wall O c 518 __ TOW - 512.00 v 516 --� FT FT GL=8.55 i 0 514 - - - GL=3FT - - --- GL=7FT -I--GL=8.5FT- �` GL = 8.5 FT - _r b1=5.5FT O 512 4 1 - i'�' GL=7FT • I -� - •GL=8.5FT - - --GL=8.5FT- 1-- - _I - --GL=8.5FT- -- - - _ - _ _ 510 I vjv.tv,v��ri��<•�v. -GL=8.5FTGL=8.5FT _ GL=8.5FT-GL=8.5FT- - GL=8.5FT _ _ 3 L1J 508 ( I - -` - GL = 8.5 FT - - - - - - •6L,8.5FT GL=8.5FT - - - - - t- L a I I BOW = 514.00 ,. w: �. �'.. ( _,_.. . . . . . . . . . . . - - Y,L - - GL:8.5FT 504 I 1 BOW - 512.00 6 Thick Stone 502 BOW = 510.00 Leveling Pad Drain Pipe to Daylight - 40 FT O.C. (Typical) 500 I I I i I Proposed Grade at Bottom of Wall BOW = 508.00 IT 498 1 - Eo 10 15 20 30 40 50 60 70 80 90 1 Station (ft) , I I I-ft- GL = 4 FT �_ 6L = 7 FT i I- GL = 8.5 FT A LEGEND RETAINING WALL Sta. 0 to Sta. 117 C �T H Qi ® Cap Unit (*'Height) Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) RETAINING WALL D � WNW R. CIRCj TOC Top of Cap Unit � 021245 TOW BOW Top of Wall (Excluding Cap Unit) Bottom Wall Embedment) Sta. 0 t0 Sta. 132 of (Including - 200 • - ` Strata&id S6200 Viewed From Front Face of Wall ��ONAt. - 350 - GL StrataGrid 56300 Geogrid Length (ft) O 4" Drain Pipe to Daylight [Design Soil Bearing Pressure = 2,000 psf] BOW = 506.00 100 110 TOW = 510.00 TOC = 507.00 TOW = 506.67 �GL=5.5FT - N o BOW = 504.1 w U i I ! I (Low Point) 1 115.5 120 130 132 I 1 GL = 5.5 FT Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geotechnical C Engineering, P.C. Roanoke, Virginia 24019 �. Phone: (540) 366-2379 Fax: (540) 904-6200 I-{; i = 10 ft. Scale: V: i"= loft. Date: 09/23/18 Revision: -- Project No. RW-2126 Sheet 1 9 of 15 WALL E 520 518 - TOC = 508.33 Min 42" Safety Handrail or Fence TOC = 510.33 (High Point) - 516 TOW = 510.00 TOC = 508.33 514 � TOC = 507.00 TOW 506.67 GL 18 FT TOW = 508.00 I TOW = 508.00 == O 512 } } 530 --- ------ - `- GL=16FT • - - - - - - - GL=16FT - •~ �-' 508 - _ GL = 14 FT - - I - GL=14FT - - - - - - 6L=14FT - - -I- - - - - - - - GL=16FT - - - - - - - - - - - - 1 - - - - 4- 506 • GL = 16 FT - - GL = 18 FT - w C - - GL = 14 FT ` , GL = 14 FT - L - - - - . - GL = 16 FT - . .� . - . - . - - - - - .) - - - . - V7 6L=16FT' GL=18FT C 0>1 504 - - - GL = 14 FT ' - - - - - - YT GL = 16 FT - - - 6L = 16 FT ,,'R - ' - GL = 18 FT - - 3 W 5.uc�es,�s4s���s,�rs �cs.�s I . . . - . - - ,,r - GL = 16 FT � i 6L 18 FT W 500 L GL = 18 FT C � n +- 498 BOW 504.00 �• 6 Thick Stone 496 I Y: Leveling Pad I% BOW = 494 Drain Pipe to Daylight - 40 FT O.C. (Typical) 492 BOW = 500.6 4907 4 10 20 30 40 43.5 50 60 70 80 90 102 110 120 I I Station (ft) I I I GL = 14 FT I GL = 16 FT I I 1 GL = 18 FT �I I WALL E 520 518 516 TOC = 508.33 Min 42" Safety Handrail or Fence TOC - 506.33 514 TOW:: 508.00 O TOW = 506.00 512 .. 510 } v 508 --� TOC = 501.67 - - 6L = 18 FT - - - L - - - 6L = 18 FT -•� - TOW = 501.3 3 0 506 - - - - GL=18FT - - - • - • - - - GL=18FT . - . - - - • - • - GL=18FT - LLLJ j 504 6L = 18 FT - - - • - - - - - - - - GL = 18 FT - - - - - - - - - - GL = 18 FT - - GL = 18 FT - - - ter• - - GL = 18 FT - - - • - • - • • 6L = 18 FT - - �� W Go W 502 - GL=18FT - -" - - GL=18FT - - - GL=18FT '- _ •L- GL=18FT C I •. •. •.•.•.•.• •. GL=18FT - GL=18FT O 498 I Pro posed Grade at Bottom of Wall u 0 496 I -BOW = 500.67 P y w BOW = 500.00 ; 494 I Storm Drain Under 6" Thick Stone BOW = 498.67 (Low Point) 492 I e To Prevent Settlement Use All Crushed Stone Around Pi 490 i P Leveling Pad � Drain Pipe to Daylight - 40 FT O.C. (Typical) 120 130 140 150 160 170 180 190 11981 LEGEND ® Cap Unit (4" Height) Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOG Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) - 1200 - - 'StrataGrid S6200 - 350 - StrataGrid 56300 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight Station (ft) GL = 18 FT - RETAINING WALL E Sta. 0 to Sta. 198 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 a Hansen Road (The Point) Chu Hansen Road - Albemarle Coun , � / � % � MICHAEC R. CIRCI:p y, No. 02124� `aHAI. Circeo Geotechnical ® Engineering, P C Scale: HV= 10 ft. \/: 1"= 10 ft. Date: 69/23/18 Revision: -- a 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (540) 904-6200 Project No. I RW-2126 • � r� lllr9N1'''478.95 I ' low I I I Scale: ENLARGED SITE PLAN 15 30 Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geotechnical 0J Nl1CHAEC R. CIR� � Engineering• P.C. Roanoke, Virginia 24019 No 021245 r Phone: (540) 366-2379 '3 Fax: Fax: (540) 904-6200 f� Scale: III = 30 FT ONA1. Date: 09/23/18 Project No. RW-2126 Revision: -- Sheet 10 of 15 WALL F - TOC = 517.00 53o 528 TOW = 516.67 TOC = 518.33 h Point TOC = 520.33 (Hi I g ) - TOW = 520.00 Min 42" Safety Handrail or Fence TOC = 520.33 (High Point) Abut to Wall J - 526 ! - TOW = 518.00 1 TOW = 520.00 524 GL=8FT 522 I C3 - GL-10FT .. 0 N51 I - - (-I i - GL=8FT - - - - - _ - _ _ - - - - - - - - GL=3FT - - - - - - - - O - - - - GL=8FT Q ' 516 GL=10FT "' - (_ - - - - - GL=8FT - - - - - - - - - - - - - - - - - - 6L-8FT - - �' - � � - - - - - t! - - - - - GL=8F-LL 514 - GL = 10 FT ' - - - - - - GL = 8FT - - - - - - - - - _ _ - _ i - - GL 8 FT - - .� L o - - - - �7.` v. GL - d FT - - - W. - - 3 N - - GL=10FT - 512 I 510; - GL=10FT BOW = 512.67-; y . c Proposed Grade at Bottom of Wall g0W - 512.67 -1 BOW 512.00 y N 508 - 506 I > • 6 Thick Stone in Pipe to Daylight - 40 FT O.C. (Typical) v - t BOW = 510.00 .. :.: � 9 Leveling Pad - �... .. 504 Storm Drain Under Wall F � 502 - BOW = 508.67 (Low Point)''1 I Use All Crushed Stone Around Pipe To Prevent Settlement 500 EP 12 20 30 40 50 60 70 80 90 100 110 120 I Station (ft) I �- 6L = 12 FT -►I-a GL = 8 FT No I WALL F 530 - 528 TOC = 520.33 (High Point) Min 42" Safety Handrail or Fence TOC = 518.33 526 TOW = 520.00 � I I TOW = 518.00 TOC = 516.33 524 522L GL� FT TOW:: 516.00 o .. 520 L'y ^I TOC = 515.00 + 4 518 - - GL=8FT - - - - - - - - - - - - - - GL=8FT - - -� TOW = 514.67 O 516 - - - GL : 8 FT - - - - - - - - - - 514 - - - GL = 8 FT - - - - - - - - L_ _ I - - - - 6L = 8 FT - - - - 7 - �� - - - - bL = 8 FT - - - ♦ - - '� GL = 6 FT i I �_-� LL In I 3 o'� 0 W 512 4: 510 4 •: NA W 6" Thick Stone s } 508N- W'. i BOW = 512.67 506 BOW = 512.67 Proposed Grade at Bottom of Wall I Leveling Pad 504 502 Drain Pipe to Daylight - 40 FT O.C. (Typical) 1 . 500 120 130 140 150 I 160 170 174 180 190 195 � I I Station (ft) , I I GL = 8 FT 6L = 6 FT -oI � I LEGEND Hansen Road (The Point) Church N ? Op Hansen Road - Albemarle County, Virginia ® Cap Unit (4" Height) Anchor Diamond Pro Units (8" Height x 18" Width) = Circeo _ Geotechnical CIRCEO GEOTECH 5956 Buckland Mill Road Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOC Top Cap Unit RETAINING WALL F /1� mmiCHAEI. R. CIRCFt'I` Engineering, P.C. Roanoke, Virginia 24019 Phone: (540) 366-2379 of VO y� TOW Top of Wall (Excluding Cap Unit) BOW Bottom Wall Embedment) Sta. 0 to Sta. 195 No. 021245 9/IZ3//6 Q Fax: (540) 904-6200 H: 1"= 10 ft. of (Including a� Scale: V: V= 10 ft. - 1200 - "" ` StrataGrid S6200 Viewed From Front Face of Wall ANAL Project No. RW-2126 - 1 350 StrataGrid 56300 Date: 09/23/18 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight [Design Soil Bearing Pressure = 2,000 psf] Revision: -- I Sheet 12 of 15 WAL G 54o Abut Wall G To Building Foundation Wall Upper all 538 TOC - 530.33 (High Point r Min 42" Safety Handrail or Fence pp - ( g ) TOC = 528.33 536 TOW = 530.00 I -- -- TOW = 528.00 534 O 532 TOC = 527.00 _. TOW = 526.67 } 4- 530 --- ---� v GL=8FT GL=8FT (!i 528 �, GL = 6FT GL=8FT - - - - - - - - - - - - - GL=8FT �I 526 - 6L = 6FT - 00 } - - - - - - - - - - - - - - - - - - - - - - - _ o j 524 , GL=8FT GL - GL=6FT 3 IL [y 522 W c520 6" Thick Stone } 518 Y¢;� to Leveling Pad 516 ...... .:.....:...:....:. ,:.. :............. Proposed Grade at Bottom of Wall J.. .:.: J -.V. ... 514 BOW 523 33 (Low Point) I BOW = 523.33 (Low Point) 512 ...... Drain to Daylight - 40 FT O.C. (Typical) .. Pipei �.. II . ' 510 L: 10 20 30 40 50 52.5 60 70 8o &A � I Station (ft) 1 Scale: 1" = 30 FT 1 I 04 GL = 8 FT 1 GL = 6 FT I ENLARGED SITE PLAN 0 15 30 WALL H 534 °"_ ,y _ 19.2 b 532 Abut Wall H To Buildin Foundation Wall Lower all 9 = �" 5ta. 0 \ - - ..SIP.•30 , 53o TOC = 523.00 : TOC = 523.00 528 - TOW = 522.67 sta. 6 ce _ Sta. 0: 8. T 22 6 OW 5 .67 1 7.5 O 526 stn. 30 - S t } 524IE4 BW1a n x vi 522 GL = 14 FT -• GL = 12 FT p Stn. 60 GL=14FT 9 I A O W LL G _ 2 520 - GL = 14 FT r GL = 14 FT � - GL = 12 FT � . } 0 SF i Sta. 84 518, - - GL = 14 FT - +���- - - - j P T Min 42" Tall Guard Sta. 7 9 _ - GL = 14 FT - 0 C vi v d - GL = 14 FT - - - - - - - - � GL = 14 FT - - LU Max Exposed Wall Height = 6 FT 3 Lu 516 �- 514 41 ;. BOW = 520.00 _ - - t GL=12FT _ WALL H x 17.0 0 512 6„ Thick Stone I - 5305 v) :..........., ..` . <C' No Guard Required 510 Leveling Pad BOW - 518.00 5 Proposed Grade at Bottom of Wall Max Exposed Wall Height = 5.5 FT _ �$ BOW = 516.00 (Low Pomt) ' 506 i I I : I::: � :f ; I Drain Pipe to Daylight - 40 FT O.C. (Typical) I S -- 3 - I ! NO 504 • - - no 10 20 30 40 50 E;4] 60 70 Station (ft) I I ds �� _ • _• ' -t.5 -,- - GL = 14 FT GL = 12 FT - LEGEND Hansen Road (The Point) Church RETAINING WALL G H Hansen Road - Albemarle County, Virginia ® Cap Unit (4" Height) ? Q� CIRCEO GEOTECH Geotechnical 0 Anchor Diamond Pro Units (8" Height x 18" Width) Sta. 0 t0 Sta. 84 �� I� - Circeo 5956 Buckland Mill Road _ Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) / /fC,, Engineering, P.C. Roanoke, Virginia 24019 TOC Top of Cap Unit RETAINING WALL H MICHAEL R. CIRLg© Phone: (540) 366-2379 TOW Top of Wall (Excluding Cap Unit) 021245 Fax: (540) 904-6200 BOW Bottom of Wall (Including Embedment) Sta. 0 t0 Sta. %5 0.//23Lj6 H: 1"= loft. 200 • ® . StratoGrid S6200 Viewed From Front Face of Wall c� //`'' Scale: V: 1"= loft. Project No. RW-2126 • • 350 - • StrataGrid 56300 1. Date: 09/23/18 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight [Design Soil Bearing Pressure = 2,000 psf] Revision: -- I Sheet 13 of 15 WALL J WALL J R4 532 . - 1- . 528 Min 42" Safety Handrail or Fence - i,r,TOC = 517.00 _ TOC = 517.00 526 I TOW = 516.67 = - -- TOW = 516.67 524 } 522 520 _ - 0 518 6L 6FT 4- 516 , GL=4FT - - GL=4FT - - - - - - - - - - - GL=4FT -- - GL=6FT - w514 - - - - - - - - GL=4FT r GL=6FT 512 1 510 6" Thick Stone 5os BOW - 514.67 BOW = 514.0W. 0 Leveling Pad 506 ii BOW - 514.00 Proposed Grade at Bottom of Wall BOW - 512.00 504 I Drain Pipe to Daylight - 40 FT O.C. (Typical) IBOW = 511.33 - 502 F0 10.5 20 30 40 50 60 70 80 90 100 105 110 120 I I ft Station I I I I ( ) I I No Geogrid I GL = 4FT � 6L = 6FT �1 - 532 Min 42" Safety Handrail or Fence 530 TOC = 515.67 TOC = 516.33 528 TOW = 515.33 -Q ILI - TOW = 516.00 -*- L i� 526 TOC = 517.00 Add Yard Drain Low Point j°° TOC = 517.00 TOC = 516.33 a 524 TOW = 516.67 w/ 6" Dia. PVC Riser o I n TOW = 516.67 .. 522 TOW = 516.00 o 520 ... Drain Pipe to Daylight - 40 FT O.C. (Typical) - -- °� I - - Abut to Wall F 2 518 E3 h 516- NGL=8FT � � - - - - - •• _ 15- 514 r 6L=8FT - GL=8FT r .� GL=8FT -- 512 GL=8FT • •- - GL=BFT 6L=8FT +d- �`�, I I I LU 510 I - - - - - GL=8FT - 6L=8FT I I I 508 GL = 6 FT BOW = 510.00 506 1 Proposed Grade at Bottom of Wall -Storm Drain Under `;'. p 504 BOW = 511.33 Use All Crushed Stone Around Pipe To Prevent Settlement I BOW = 508.67 (Low Point) 502 124.5 130 140 150 160 170 � 192 6" Dia. Solid PVC Pipe w/ Glued Joints 120 181.5 Drain To Daylight I Station (ft) I I I Do NOT Connect To Foundation Drain GL=6FT �i� GL=8FT 1 LEGEND r1UFMZF1 RVUU t 1 FIG r V1f11) 1,FlUf•Gfl �,Fj►1.?H �R Hansen Road - Albemarle County, Virginia ® Cap Unit (4" Height) • CIRCEO GEOTECH 0 CAnchor Diamond Pro Units (8" Height x 18" Width) i` 'f' irceo 5956 Buckland Mill Road / ►� Geotechnical Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) O Engineering, P.C. Roanoke, Virginia 24019 V MICHA TOC Top of Cap Unit RETAINING WALL IT EL R. CI� y Phone: (540) 366-2379 ®' ` TOW Top of Wall (Excluding Cap Unit) NO 021245 - Fax: (540) 904-6200 Sta. 0 to Stay. 192 91Z31 t3 H: 1"= loft. BOW Bottom of Wall (Including Embedment) O Scale: 200 • - StrataGrid S6200 Viewed From Front Face of Wall V: 1"= 10 ft. Project No. RW-2126 • 350 - Strata6rid 56300 OVAL bate: 09/23/18 GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight I [Design Soil Bearing Pressure = 2,000 psf] Revision: -- I Sheet 15 of 15 WALL I El TOC = 528.33 (High Point) Min 42" Safety Handrail or Fence :7 - - - - H . 532 TOW = 520.00 - - -- - o CM 4-530 •-' v 528 6L = 6FT _-� O 526 r 6L = 12 FT GL = 12 FT !•► - - - - - -. 6L = 12 FT 524 'L GL = 12 FT - - - - - GL = 12 FT - - - - - - - - - - - - - GL = 12 FT . E - -: I I I. - - - - - - - - - - - - - - - - - - - - - GL = 12 FT - - - - - - - - - - - - - - - GL = 12 FT H W522 20 �GL _ I I I-- 61-=12FT - - - - - - - - - - - - - - - - - - - - =12FT � �T '� � t GL=12FT - - - - - - - - � 6L = I2 FT - - - - - - - • GL=12FT ` GL = 12 FT s i 18 I I ��/ V� , 516 L. GL=10FT 514 I GL=8FT rN 512 BOW = 517.33 (Low Point) 510 ' ' 4 12 18 I I II 61.=6 FT 1.0 � G GL�10 �1 - I ' , T--- 6" Thick Stone 1 4.:\ ' Proposed Grade at Bottom of Wall Leveling Pad I Drain Pipe to Daylight - 40 FT O.C. (Typical) 30 40 50 60 70 Station (ft) GL = 12 FT 80 WALL I 540 538 TOC - 527.00 in 42" Safety Handrail or Fence 536 - TOC = 526.33 ;" I TOC = 525.67 534 TOW 526.67 1 .loo' TOW 525.33 532 . O cli} 530 . .. . . . _ - a- } 528 o 526 GL=10FT GL =IOFT - .-+ } 524 - - - - - - - 6L = 10 FT -- . . - - - - - . . . . GL = 10 FT •- - _� 6L = 30 FT H 522 GL = 10 FT - - - - - - - - - - - - - - GL = 10 FT - - - - - - - - 6L = 10 FT � C Ill 520 - GL 10 FT - - - - - - - - - - - .- - - - GL = 10 FT - - - - - - - - - GL = 10 FT } 518 GL=10FT 6L=30FT , GL=10FT c 516 GL = I. s FT - 514 Proposed Grade at Bottom of Wall 6" Thick Stone 512 BOW = 517.33 Low Point ( ) rain Pipe to Daylight - 40 FT O.C. (Typical) � Leveling Pad I GL = 6FT I 510 120 I I 130 140 150 160 170 180 189 196.5 �O5 I Station (ft) I I I I I I GL=10FT �fL=8FT^-OL 6FT I I � � LEGEND ® C U 't (4" H v I c 1 - BOW = 517.33 (Low Point) 100 110 TOC = 519.67 TOW = 519.33 H 1n o O 3 N c N w BOW = 517.33 (Low Point) ap n1 eig 0 Anchor Diamond Pro Units Height 18" Width) (8" x Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit RETAINING WALL I ° MICHAEL R. cIRCI`p TOW Top of Wall (ExcludingNo. Cap Unit) BOW Bottom Embedment) Sta. 0 t0 Sta. 205 O�i245 23/4i of Wall (Including +3� 200, ® 'StrataGrid 56200 Viewed From Front Face of Wall - 350 - StrataGrid SG300;✓�NAL [Design Soil Bearing Pressure = 2,000 psf] GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight 120 I I I Hansen Road (The Point) Church Hansen Road - Albemarle Coun , Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geotechnical Engineering, P.C. Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (540) 904-6200 - Scale: H' 1"= loft. V: 1"= loft. Project No. RW-2126 Date: �09/23/18 Revision: -- Sheet 14 of 15