The URL can be used to link to this page

Home My WebLink AboutSDP201800003 Plan - Approved Final Site Plan and Comps. 2018-12-06EXIST NEW DESCRIPTION 16'TC x 125TC TOP OF CURB ELEVATION .Ie X 12 SPOT ELEVATION 181TW x 125 TW TOP OF WALL ELEVATION 1 eBw x 125 BVV BOTTOM OF WALL ELEVATION WM om M E9 BENCHMARK CC::, - AM STORM SEWER _7 RD ROOF DRAIN 1a ...................SEWER LINE nm 6"W WATER LINE C 10 GAS GAS LINE C I I - OHE OVERHEAD ELECTRIC WIRE C 12 - UGE UNDERGROUND ELECTRIC aiT - 0HT OVERHEAD TELEPHONE LINE C 14 OOT UNDERGROUND TELEPHONE LINE C 15 - SITE DETAILS GAS CONDUIT M_ I DRAIN INLET (DI) 0 0 STORM/SANITARY MANHOLE E E PLUG e 0 Wv WATER VALVE & BOX 44. EXISTING EASEMENTS FIRE HYDRANT WM om M E9 WATER METER I 1f%U-r PULE CC::, - AM UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE —0— 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 INTERVAL CONTOUR oo INDEX CONTOUR CG_2 CG -6 CG -2 CG_6 STANDARD 6* CURB COMBINATION 6" CURB & GUTTER C I - F -------- _�_l % - ' ' CONCRETE PAVEMENT SIDEWALK C2 - PROffEKS RIPRAP C3 - EXISTING CONDITIONS � DI_`1MO ASPHALT C4 - EXISTING EASEMENTS GRASS C5 - SITE OVE KVIf W/ SIGHT DISTANCE LINES EC -2 MATTING CC::, - SITE PLAN EC -3 MATTING _7 UTILITY PLAN WETLAND 1a is PARKING COUNT Elm LANDSCAPING PLAN CROSSWALK C 10 - LANDSCAPING PLAN � DETAILS HANDICAP ACCESSIBLE AISLE C I I /F -I\ CG -12 C 12 - DRAINAGE MAP HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. f INAL 51TE DEVELOPMENT PLAN fOR A 5 R A C U C IAN EN 0 D H R H TMF- 07600-00-00-073AD, 5DF 201800003 RIVANNAD15TRICT ALE3EMAKLE COUNTY VIKGINIA [01iffigam-61 zkyNtoly &100 1 2:3111k Lei I IN Qq L W A y I Will inkluallawo■ Own An UN 00191 M I k Wre-091991 kiffelaft* A f IMAGE PROVIDED BY GOOGLE MAPS DATE l � � 1;?11-7114 / t;' Ilell r --- ----- -- 7—, - 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 78-7381+, 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 industriall Structure shall be constructed) and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 19,680 SF Church w/ Associated Pairking. 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 staiirwells 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 SHEET INDEX SHEET C I - COVE K SHEET SHEET C2 - PROffEKS SHEET C3 - EXISTING CONDITIONS � DI_`1MO SHEET C4 - EXISTING EASEMENTS SHEET C5 - SITE OVE KVIf W/ SIGHT DISTANCE LINES SHEET CC::, - SITE PLAN SHEET C7 - UTILITY PLAN SHEET C8 - GRADING PLAN SHEET CE) - LANDSCAPING PLAN SHEET C 10 - LANDSCAPING PLAN � DETAILS SHEET C I I -LIGHTING PLAN SHEET C 12 - DRAINAGE MAP SHEET C 13 - STOKMPI FE FKOI` I LES AN D DETAI LS SHEET C 14 - WATEK � SEWER PKOf I LES AND DETAILS SHEET C 15 - SITE DETAILS SHEET C 16- 19 - RETAINING WALL DETAILS DATE l � � 1;?11-7114 / t;' Ilell r --- ----- -- 7—, - 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 78-7381+, 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 industriall Structure shall be constructed) and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 19,680 SF Church w/ Associated Pairking. 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 staiirwells 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% Impervious7 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. In the event that the owner of the adjacent property TMP 78-73A1, which holds a stormwater easement across TMP 78-73AB as shown on this site plan, were to damage or destroy any of the required improvements shown on this site plan (including but not limited to parking areas, access aisles, curb and gutter, retaining walls, landscaping, as well as storm drain pipes and structures) the owner of TMP 78-73AB would be fully responsible for the reconstruction of the improvements or in violation of this site plan. AM PM Use Description ITE JQty in out ITotal in lout ITotal Sunday Peak Hour 560 1191805F 92 1W 192 -Church Church Weekday 1 560 119180SF 6 6 1 12 9 1 _ 6t 15 In the event that the owner of the adjacent property TMP 78-73A1, which holds a stormwater easement across TMP 78-73AB as shown on this site plan, were to damage or destroy any of the required improvements shown on this site plan (including but not limited to parking areas, access aisles, curb and gutter, retaining walls, landscaping, as well as storm drain pipes and structures) the owner of TMP 78-73AB would be fully responsible for the reconstruction of the improvements or in violation of this site plan. COUNT'S OF ALBEMARLE Dept. of Planning Bc Community Development _401 McIntire Road- Charlottesvilte, Virginia 22902-45% (8044) 296.5823 October 28, 1998 Steve Melton 195 Riverbend Dr Charlottesville, VA 22911 RE: ZMA-9$-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 albove- tioted request for approvalof an application pllan for the general deveioment of 49.34 acres, zoned PD -MC (Planned Development Mixed Commercial); IHC (Highway Commercial) and EC (Entrance Corridor illMLAVerlay District). Please note that this approval is subject to four modifications for the appication plan four requirements for application plan approval. The modifications and requirements are as follow: Modifications for &pg,rlieation flan a nrovial: a. The Berard 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 Berard did not find that the request for relief from st+ormwater detention requirements to be contrary to general planninepolicy issues. The Board will allow administrative determination by the Engineering Departent subject to satisfaction of the Engineering Department concerns as to adequacy of water quality measures as well as adequacy of downstream channels; C. The Board can determine no compelling .reason to incorporate commercial roadways into the public road network. Private roads wiill generally allow more flexibiity in site design due to more flemibiity 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 restrictiontprohibiition to Board approval of these roads as public roads at some future date; and I The Board believes that PD -SC parking standard was intended to encourage a Planned Development approach, for shopping center development. The Board found that th' is intent has been accomplished through this petitic m and that usage of the Pia -SC parking standard would be appropriate with this intent as well as with standards of the Comprehensive Pian. COUNTY OF ALBEMARLE pcpamnmt , of Planning & Community Development 4101 Mclatire Road, Room 218 Chwlotte.sville, Virginia 22902-4596 (431) 295 - 5823 Fax (434) 472 - 4012 February 25, 2003 Katurah Roell 195 Riverbend Drive Chark+attesviile, VA 22911 Dennis Minetos 1389 Richmond Road Charlottesville, VA 229. 29 ;1 RE: ZMA-02-08 South Pantops Office: Tax Map 78, Parcel 73A and 13 Dear Mr. Roell and Mr. Minetos: 4wThe Albemarle County Board of Supervisors, at its. meeting on, February 12, 2003, approved by a vete 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 applicant's profffers (attached). Taxi Man, 78-73A: Masdifeadan of the ZMA 98.20 Apnilcation Plan and Proffers: A. The portion of the .Application Flan for.ZMA 98-20 (Attachment B), outlined iii red, located generally west of Hansen Rind, and comprised of the area designated as "Hotel # 7 - 104 Rooms" on the attached copy of the ZMA 98-20 Application Plan, is amended to allow "Office Space" instead of a horel. The development of this Of€Fice Space area shall be in general accord with the "Preliminary Site Development Pians for Office at South'Pantops', prepared by Rivanna Engineering, dated January 3,' 2002 and revised January 7, 2003 (Attachment A). B. 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 " O tee Space # 5 - 45, 000 SQ FT"; is amended to reduce the permitted square footage of office space use from forty-five thousand (45,000) square feet to twenty thoursand (20,000) square., C. The tree consservation area depicted by dotted litres on the "Preliminary Site Development Plans for dfftce at South Pantops', prepareci 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 t)ie common property line vu'itlh Tax Map 78 parcel 13A by up to fifty (50) feet. 0. The'three modirications listed in A„ 8 and C above are in addition to those previousiy approved, and in all other respects the previously approved Application Plan and the modifrcetions and requirements reflected in the October 28, 1998 /rester (Attachment C) apply. E. 77te applicant shall provide the Coiunty with a modified application pian showing the changes . authorized by the modifications. listed in A. S and C above. per section 8.5 5 of the Albemarle County Zoning Ordinance. However, the rnodi5ed application pian can be limited to the area coveted by this zoning request. F- Accept the proffer pertaining to the 1203 foot "no build zone" (Attachment D). 0 r�A U 6�� try r, z W A W vz i�3 eQuirements f_ r�r pnner iicateon Plan anrnxai; W 1� n t'rtnt' a T 1. A landscape plan providing full screening of all buildings and parking areas visible from Z T Monticello shall be provided as a condition of site plan approval for all development, 11M OF ALBEMARLE COUNTY screening within 15 years, landscape plan may preserve g trees or provide plantings which shall provide the Department of Building Code and Zoning Services necessary - - De z + Z �-y�,,,, 2. A street tree plan providing a 401 McIntire Road, Rood! 227 V)titer for Hansen Road and Rolkin Road shall be provided Charlottesville, Virginia 229024595 °•J 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 Tinning Ordinance and $bull be ;staggered FAX (804) 9724126 TELEPHONE. (804) 296,%32 TID (804) 972-4012 on opposite sides of thus goad. N MEMORANDUM o 3. All buildings shall be designed to provide rooftop style, treatment and color scheme $ which assure minimal visual impact on the Monticello viewshed. Assurance of such style, treatment and TO., The file, ZMA 9820 � � color schemes shall be a condition of final site plan approval. Such approval may be given by the w > FROM: Amelia McCulley Zoning Administrato and W Director of Planning and Community ]Development after providing notice to the Thomas r Wayne Cilknberg, Director of Planning and Community Community Development i A e erson Memorial Foundation and at' o aportunity for Foundation cotttsnents to be ,considered, '� J 0 Li Li 0 J 4. Approval and execution of the Four Party Road Improvement Agreement substantially in accord DATE: 01119/011 T -J with the document daied October 20, 1998, and ,attached, hereto, shall be required prior to the � � approval of any development plan. RE. Landscape Plans for the entire Pantops P® -MC zoned by ZMA 98-20 W < 0 If you have any questions or comments regarding the shoos -noted actio lease do not hesitate This document is a Memorandum of Agreement set forth in an effort to meet the intent of the first "`Requirements � w -J p es tate to contact it tris, 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: U Sincerely, 1. A landscape pian providing full screening of :all buildings and panting areas visible from Monticello shall be provided as a condition of Me pian approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. J The goal of "full screening" is not only to full obscure but to provide the maximum screening through integration 9 S y Y 9 9 i with the existing character of the forested slopes within the viewshed of Monticello. The County, the Developer Ronald S. Keeler and Thomas Jefferson Memorial Foundation all hereby agree that the following guidelines will be used in review of Chief of Planning all the pertinent site plans on a case-by-case basis: cf The sites should appear as natural as possible after development. This may involve randomly placing trees on a RSK/J 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 tree's so as not to create a °block of green" every winter when the U J ' M. SHIMP Cc: Amelia McCulley deciduous trees in the naturalized areas surrounding the development drop their leaves. The screening needs to Li o 45183 be substantial, but a softer silhouette than the standard, using indigenous trees wherever possible, and scattered Sack Kelsey or in clumps, not in rows. Consideration should be given to species that will grow to a substantial size and are Tex Weaver disease resistant so that they will survive and integrate into the native habitat. Off, Steve AllshouseaNAL Gordon Gledhill 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: -n�w<e V Kat Imhoff, for Thoma effersori M Dila] Founidatiian stave Melton, for Hurt investment Company Allo m0M0� v=E=E� E c� v � c w - ii - 0 0 �+ � —Co w� : I to .Page 2 February 25, 2003 The Board also approved by a 6.0 vcDte to rezone a portion of Tax Map 76, Parcel 13 from the Planned Development Mixed Commercial Disltrict (Pts -MC) to Highway Commercial (HC) as outlined below and with acceptance of the applicants prcaffer (see attached), Tax Mast 78-13: Reazonina from► Pt9111MII,9C to HC: I ,i�T A. I ?ho portion of the Application Plan for ZMA 95-20 (Attachment B), outlined in green, which was added to Tax Map 78 parcel 13, .is rezoned til HC (Highway Commercial) from PDMC (Planned Development -Mixed Commerciao. B. Accept the proffer pertaining to the 120 -foot "no build zone" (Attachment D). If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact rue. Sincerely, , V. WayneCiliVingg Director of Pts 8& Community Developme VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Matt Crimes, VDOT r, 8®IN ATTACHMENT D tut > Original trotter tutus c Amended Proffer 21]21 vw (Amendment # PROFFER FORM (For South Palmtops Office) Date: �'elirtiary 12, 2003 2MA ## 2002-0(18 Tax Map and Parcel Number(s) � -73A 6.26+- Acre td be rezoned frau PI)MG to PDMC • Pursugeit to Section 33.3 of the Albemarle County Zoning Ordinances the owner, or its duly authorized agent, hereby Z voluntarily proffers the amditions listed below which shall be applied to die property, ifretied Thos conditions are proffered as a pan of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need far the 6onditions; and (2) such w nditions have a reasonable relation to the rezoning request (5mad (1) The Owner hereby proffers not to construct any building within 120 feet of the common property line with Cart*c Orate (TMP 78-20NN) for the purposes of the po swNlity of mcwriding a :road through that portion of th pr for periodMe. years. After such time this pr�o$er will aspire � tgtra#ures 11 O)wrters Printed Names of All Owners Date OR Si Lure of Attortt gni e},its-pact Printed Name of Atte-iii,-Fact (Attach Proper Power of .A.Mmey) .,.»...:«_............:5"..-lax:.esaesC3::»..-.....»..,......Origin..............,...-.a............:...«-..............« »....,...:,.. .«....».....—..»» .,..0 ::..«......... ......» «.—..........Aft -- W :..P'roffer. _ 117/02 Amended Proffer ?112103. (Amendment # _ 3___) _ P�,d?.Fli ER FORM€ (Fur Dennis Enterprises) UJ III Date: Febnrary 1.2.2003 UJ ZMA # 2002-008 Tax Map and Parcel Number(s) 18.13 cc 1 r Acre to be rezoned frcatrsf_ f3MC to HC .010 Pursuant to Section 33,3 of the Albcemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby UJ voluintai* proffets the conditions liisted below which shall be applied to the property, if rezwed. These conditions are proffered as a part of the requested iraming .and it. is agreed that: (l) the reaming itself gives rise to theneed for the cmiditions; and (2) such cmiditions have a reasonable relation to the re mning request. UJ (1) The Owner hereby prsm?>fers not to construct any building within 120 Beet of the common property litre with UJ Carriage tante (TMP 778-20NN) for the purposes of the possibility of extending a std through that portion of the property for a pceriod of TEN years. After such time this will _proffer expire. AJ Z LL Signatures of All ihvcters Printed Names of All Owners gate Date Signature of Attorney -in -pact Printed Name of Attorney -in -Fact 01/12 12 18 Scale `i "_40' Sheet No. C2 OF 19 / File NO. 16.025 HANSEI\ CE D. ' ZONING: W| VIRGINIA SCHOOL BOARD ASSOCIATION ET AL. D.B. 1485 PG 406 ZONING: PLANNED DEVELOPI MIXED COMMERCIAL \ \ \ / � / / / � � / / � � ' / HANSEI\ CE D. ' ZONING: W| VIRGINIA SCHOOL BOARD ASSOCIATION ET AL. D.B. 1485 PG 406 ZONING: PLANNED DEVELOPI MIXED COMMERCIAL \ \ \ � � � � � ` ` .~` ~ DJCM INVESTMENTS LLC D.B. 3045 PG 558 lNiNG: PLANNED DEVELOPMEUT � | 5O�4 p� 45� MIXED COMMERCIAL� / | 4�� / | / i | � ! | | | | | ` om o �0 LANDSCAPING REQUIRED: | Z PROPOSED LANDSCAPE SCHEDULE m ��^. Plant Symbol Planting Type Botanical Name Common Name cc,. Min. /Height Quantit, Y Total Helght(ft) Canopy SF C Total on OPY Plan Reference in 10 Yrs SF Large Deciduous Tree Quercus alba White Oak 2.5" 25 22 243 6075 Large Deciduous Tree Quercus b1color Swamp White Oak 2.5" 25 20 299 7475 Large Deciduous Tree Fagus grandifolio American Beech 2.5" 4 20 227 908 "Illy Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 2.5" 8 20 397 3176 Large Deciduous Tree Ulmus americana cvs. American Eln� 'Vailley Forge 2.5" 9 15 397 3573 Large Deciduous Tree Liquidambar styraciflua Sweetgum 2.5" 8 15 249 1992 Broodleof Evergreen Magnolia grandifloro Southern Magnolia 3-4' Ht. 12 14 54 648 UBroadleaf Evergreen Juniperus virginiana Eastern Redcedar 3-4' Ht. 12 14 16 192 AAA 1�-W_l Broodleof Evergreen Pinus strobus White Pine 2.5' 26 24 118 3068 Evergreen Tree Tsugo conadensis Eastern Hemlock 2,5" 5 10 16 80 Small Flowering Tree Magnolia virginiano Sweet Bay Magnolia 6. 26 10 113 2938 Small Flowering Tree Cersis canadensis Eastern Redbud 6- 15 10 124 1860 Broadleof Evergreen Shrub Magnolia grandifloro 'Little Gem' Little Gem Magnolia 6. 60 22 82 4920 Broadleof Evergreen Shrub Myrica penslyvanica Northern Bayberry 24" Ht. 60 3 18 1080 Broadleaf Evergreen Shrub 11ex vomitoria Youpon Holly 24" Ht. 60 3 16 960 Deciduous Shrub Fathergilic gardenii Dwarf Fathergilla 24" Ht. 60 Low Maintenance Ground Cover 1 Southeast Native Gross Seed Mix .8660c Low Maintenance Ground Cover 2 Southeast Wildflower Seed Mix 1 Olb TOTAL SF: 38945 �-/ Gnmor, ncwuncu | SITE AREA 207,535SIF o1(%=26,754 SF � 26.754 SF19 0 �CANOPY U_D38,945 SF CANOPY PROVIDED � � STREET TREES (32.7.8.5): LARGE SHADE TREES /2.5° CAL.) – 40' O.C. PARALLEL TO ROAD HAMSEN RD – 398 = 10 R0LK|N RD – 1.320 UF/40 = 33 ROU(|N RDPROPERTY) – 428 LF/40 = 11 REQUIRED 54 LARGE SHAD[ TREES PROVIDED} 54 LARGE SHADE TREES 11 ALONG HANSEN RD & 45 ALONG ROLK|N RD. NDTE:TREES OCCASIONALLY NOT 40` D.C. DUE TO SITE RESTRAINTS SUCH AS '5|81T DISTANCE TRIANGLE' AND EASEMENTS. THREE PRESERVED TREES ALONG ROLK|N COUNTED TOWARD STREET TREE CALCULATION. |NTER|OR/PARKING LANDSCAPE 2.7.9.6\: 5%UFPARKING PAVED AREA. 48,881 SFX .05= 2,314`05 8F REQUIRED 2.314.05 SF OF LANDSCAPED AREA PROVIDED 9`106 SFOFLANDSCAPED AREA LARGE SHADE TREES 160 PARKING SPACES (16 / 10 = 15) �� 11—RE}} 16 LARGE SHADE TREES ' PROVIDED 16 LARGE SHADE TREES SCREENING SHRUBS – AS NECESSARY TO W|N|WiZE 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 omnm 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 tmmo yho|| be pruned minimally and only to support the overall health of the plant. 4. All landscaping and screening ahu|| be maintained in o healthy condition by the current owner or property owners ' association and replaced when nonwaoory. Replacement material ahuU comply with the approved landscape plan. 5. All new planting shown on the plan will be completed after building and mod nnnxtmoikm to avoid bno planting damage. G. All disturbed s|upoe 3:1 or steeper to have low maintenance ground onvmr. SHIMP >- 7. Any existing tree proposed to remain shall be rop|onod in kind if negatively impacted by improvements Lic q145183 associated with this project. MAINTE ANCE: � * LOW MAINTENANCE GROUND COVER –The best time of year to mow is during the fall through late winter. Mow / on o three–year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer months bnununo of the nesting yoosnn. When mowing, nut gross no lower than h |nohoo and oUnw stubble to remain until spring to help insulate plant roots and provide cover for wildlife, If native warm–season g,onooa are cut lower than G inches during the active growing oeomnn. the stand will be reduced significantly. – PLANTING GUIDE 'AWER|CU5'|ND|ANGRA3S Surghoatmm nutons USDA–NRCS Jimmy Carter PWC Americus, Georgia - SEED MIXES; Z/A, SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) – Mix the following moods: * Kentucky 31 Fescue (Fnatuco nmndin0000) – 100 lb/acre, Red Top Gross /Agpoatia gigonten\ – 20 |b/ocrn.Virginia W||dgm U]ymuo Wpg|n| – 20 |b/norn. Little B|uuntom Cruan (8nhizonhyr|um ocoporium) – 30 Purp|ntop (Tddane f|ovuo) – 20 lb/acre, and Brnnmamdgm (Andrupngon virgin|uux) – 20 |h/oura. Indian Gross (Sorghnntmm nutono) – 20 lb/acre. - / SOUTHEAST WILDFLOWER SEED MIX (AMERICAN MEADOWS INC.) – The mixture includes: K" j 7 7 TREE PROTECTION FENCING X STI G ,DEC) DUCQSITF�F,ES., ---------- TREE PROTECTION FENCI 3 WA -G- AX T" I NfN0 WA�L 2 '/Z z' TREE PROTECTION FENCING z 1"N Z_ 30 0 30 60 911 SCALE: 1 30' SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN, ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANnNG AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL &SHRUB PLANTING DETAIL s"IN7-ot To ca -le SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR VES, OR SIMILAR 1-112- SO. OAK STAKES SET 180 DEGREES APART FINISHED GRAD APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGHILY 4" COMPAC7ED EARTH WA TERING BERM EXIS77NG GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE JL, U) DI !Lj TWO 71ME.5' BALL DIA. (MIN) 4 1 TREE PLANTING DETAIL Ci 0 Not To Scale =-I ORP LINE I W=10 CORD FENCE IMf _--PLAM FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORIN TRIANGULAR BOARD FENCE im Source: Va. D Plate 3.38-2 ' 1H - 401 h I TRFF PRnTFUION FENCING (TP SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND—TOPPED SOIL BERM 4!' HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH, NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. I -374 WIDEST DIMENSION OF ROOT BALL I TREESLOPE @ Zo'=��M I. i 9M 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 �ounty of Albemarle ConsorwAti6n Plan Choe"it —'To bit 01404 all LAWISCA , Pe PWS pp Ift-494111-297 for complete sjleclllr4flons) Tmas to be SIN Limits of cle0im (outside dripline of tree to be savW), Location and fprottdwlenciriz; Oratlechangiin *airing WW0113 or Willis; t3 PtOPM4 trenching or tunneling "d the limits of cleadfl& Til "�L's to it saved shall be maxkedyWith print or ribbon at a Wgbt dearly visibitto, i6quipnlenl opetatom E3 No grading shah) begin unfit the trea, t"ing has been inspected and approved by a County inspector. Aj Trec, pycWvadon and protection measures shall be reviewed with the contrutor on site. HLtvy4i* iiia -4i traffic end storage of construction materials including sail shall not bri permitted Within IM driplines oftro"s to bosaved. S. Ion PLiAlohit 19, Such devices shallRotaf affact, trill to tki 5aviw L Firb.. i� W k6 aii not pirmittid within 10D ftit of the'driplirkof it es to besavid, U Toxic mattrfals shall not bit stored within Ift-ket of thedriplint of trees to be saved. L .slTrees to be retain:ed within 40 feet of a p-oposedbuilding or grading activity shall be protected by fdricint FiencinS shall [Win plao"nd "I bke inspected and appro34by a County Inspector prior to grading or consOuctilm- im —walk. 1 11 When the ground level must beraisod within the driplincofa tree to be saved, a tree well shall be provided and a consitpction detail submitted for approval. 10. It& wak; Q! When the ground ltviO must be low0ed within the dripline a trte to be savedis dvd,wall shall be provided: and a cont action detail submitted for approval. tm ks trees a possible unneling 13 Wh�ftemchiieN rquired within the limits of curing, it shall be done as faraway from Ott a of s i� T rots= undira large triiislitill Wconskicred As an alti�Wjve When`lt is anticipated that neeenarytrenching will d6stroy feeder 12. Cly o—up- Pretective-fimcing shall bt tholast items ramoveddaring dwfinad cleanup. L 13. awUQd—Tress Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree spedaltsL NOTE: IT IS THE pEVELOPER'S RESPOAiSILITY TO Co�O.ER_WITH THE CONTRACTOR ON TREE CONSERVATION V REOU(OtWgNTs- 06/13/2018 PURCHASER SIGNATURE (DATE) 511/06 Pawl otl I M 1 Ill 1� swiffiffeno I 0 2 0 NZ W Z W z 0 P P V) D 3 IN 0 0) r"I IN W W< 1% Ci 5; T V) W W MIMI WEIR111 X +0.0 *0 *0.0 +0.0 `0.0 +( +0.0 +d. +0.0 +0,0 +0.0 `0.0 +O.o +0., '0.0 *0.0 `0.0 *0.0 E4 CQ-- 1 6 .0 0.0 *0.0 `0.0 '0.0 `0.0 *0.0 *0.0 *0.0 10.0 *0.0 *0.0 *0.0 *0.0 *0.0 +0.0 *0.0 0.0 0, +0.0 +0.0 010 +0.0 `0.0 +0. 0 0 0 0 0 0 - +0.0 40.0 0. +0.0 0. +0. `0.0 `0.0 `0.0 '0.0 '0.0 *0.0 `0.0 +0.0 Symbol Label Quantity +0.0 .0 Catalog Description Lamp +G.0 +0.0 Filename Wattage Light Loss Factor +0.0 0.0 �0 *0.0 0.0 er + 0 0 oil 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. '0. +0.0 `0.0 +0.0 '0.0 *0.0 *0.0 `0.0 +0.0 PHILIPS ECF -r,,,,•• -48L- +0.0 ".0 +0.0 +0.0 ECF -S -48L- +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 +ao +0.0 +0.0 +0. 0 +0.0 +0.0 *0.0 +0-0 hilegralwith 4-HISJES Adapter 2 Type 2 6**- *o.o lo.o *o.o 0.0 0.0 +0.0 *0.0 0.0 .0 *0.0 .0 *0.0 "G. *0.0 *0.0 *0. 0.0 0 Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Lamps Filename Wattage Light Loss Factor *0.0 *0.0 0.0 er Number Mourift = 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. '0. Dimminscontrols 0.0 '0.0 *0.0 Luminaire 6 PHILIPS ECF -r,,,,•• -48L- ECOFORM AREA LED LED 1 ECF -S -48L- 135.1 32L .0 WW -£s2 .0 GARDOO 900 -NW -G'2 ECF -SMALL, 48 LED'S, 0.2 *0. 1 900 -NW -G2- *0. 1 *0.2 +0.2 .2 +0 +0 property in residential or rural areas zoning districts shall not exceed one half footcandle. fixtures be black finish. Arm Mount 4000K CCT, TYPE 4 -HIS .5 hilegralwith 4-HISJES Adapter 2 Type 2 F4 Single Black 3. New free-standing pole mounted light fixtures (and poles) and new wall mounted shall a .5 10.6 -4-HIS OPTIC, HOUSE -SIDE '0.9 '0.9 10.8 '0.7 .5 .3 .1 (12D, 277 347VAQ1 7 10.9 +1.2 '1.5 INTERNAL SHIELDING +1.6 +1.3 '1.0 0.7 left 90' +0.1 4101. FAWS Field Adjustable" .8 +11.3 2 PHILIPS ECF -S -48L- ECOFORM AREA LED LED 0.5 ECF -S -48L- 135.1 1.0 +1.7 +2.6 +3.7 .3 GARDCO 900 -NW -G2 ECF -SMALL, 48 LED'S, product '0.0 900 -NW -G2- 1050mA Neutral White mouirrIng fight 270. 460 480V -5 4000K CCT, TYPE 5 -HIS Receptacte 5-HIS.IES MGYMecfiumGray 12A 4DOOK,?OCRI kits Must OPTIC, NO SHIELD LLC2 Integral module 1MR0 5MO Pole MountFudn Terminal Custaarnrspecifitd B 1200huh Gene nation 2 be Orde red TV" 3 (50/UDHZ) with 42 lensA Polemounted STATISTICS Description Site Area +0.0 0 o +b. 1 1 +1.9 "M *4.6 6 5.2 +3.5 -2.3 -1.3 0.5 .0 .0 '0.0 +0.0 0.0 +0 1 j46.1 -4.9 3.4 2.2 +1.3 fs .0 '0.0 *0-0 .0 *0.0 :0' *0.0 +G. + 6 +2.5 *3.4 +3.8 .6 +2.7 11.8 +1.1 'OA 0.0 +0.0 +0.0 *0. +0.0 +0.0 +0.0 +o 4 0. .2 +11.8 '2.3 +2.6 *2. 1; *1,0 0.1 +0.1 +0.0 +1.9 +0.2 +0 '0 +0.0 +0.1 .0 +0.1 + . 1.0 +1.3 *1.7 +1 -+1-2r +1.0 �W .7 0.4 +0.2 .1 .0 0 *0.0 0.0 +0.1 +0.8 +1.1 +1.4 +11.6 17 +1. 1.7 +1.4 +1.0 '0.7 614 .2 4.1 + 00 0 `0.0 +0.0 1 '13.2 5 10.8 *1 '11A .8 +2.1 2.1 *1.8 - *13 +1.0 10. ----*0.2 10. 9 +' +00 4 `0.0 +0.0 .0 *0.1 +0 +0.8 +. 2.8 +3A .7�1 . 11.3 0-8 +0.2 +0. .0 '0.0 +0.0 `0.0 +0. •5*4.9 b.9 +4.2 +5.1 +5.0 +3-9 +0.4 0.0 +0.0 +0.0 +0 +1.0 + '70&6.7 .3 .3 +1.4 *07 +0.6\ 1� +0,0 '10.0 +0,+•0* +0.0 +0, .5 "1.o *2.0 +3.3 +4.8 *6.2 +4.7 +3.5 2.6 +1.-t +1.0 +0.8 + '1.4 +1.1 .0 E�.o .0 +0.9 +1.7 +2.8 +3.9 +4.7 04;9� +44 +3. Y +3.0 +2.1 ++ +0.0 `0 .0 -0 0.0 .0 1 '2.2 3.1 19 4.3 4.6 A . o + + +n q *') n +4 U + +0 0 +0. 0 +0. 0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0. +U.0 U.0 +0.0 + +0.0 .3 4 0,1 +0.0 +0.0 +0.0 +0.0 u.0 n +n_0 +t) -n +0.0 U '0.0 +0.0 +0.0 '0.0 +0.0 +0.0 '0.0 +0.0 +0.0 *0.0 +0.0 +0.0 + + '20 +1.8 "1 .9 Z .3 +2 +0. +0. +01 -o .0 0.0 0.0 +0.0 +0.0 0.0 .0 .5 +2. +11, +1. +0.0 .0 +0.0 10.1 +0.3 1.0 +2, 2.5/ +0.0 +0.0 +0.0 +0.0 +0. D 10. 0 10.0 +0.0 + +0.1 +0. +06 .0 4 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 .0 + + + 5 + + + +0.2 10.2 *0.2 +0. 10. + +0.0 U U.] U.1 '0.2 0.4 0.3 +0. U 1 . +2.8 +3.5 +3.8 +3.4 +2.5 +11.7 +1. 3 .1 .2 0.1 1 o .0 on .0 U.0 '51 +0.2 +0� .2 +�J 01 0.0 +0.1 *0 0 +0. 1 *0. 1 *0.1 +0.0 *0.0 '0.0 +0.0 +0.0 + + + 0.0 *0.0 +U.0 +Ulu 'U. .0 .0 +0.0 `0.0 +0.0 +0.0 +0.0 *0.0z-`�0.0 +0.0 +0.8 "I.o *o.9 +0.8 +01 '0.4 + 3 +0.3 03 0.2 U*U U*u 10.2 +&8 +4.6 *32 +2-2 +1.6 10.9 +0-8 W *0 .0 +0.0 0.2 0.2 +02 1.. 2.1 .7 5 1 +n n u 4 • 4 10.3 +0.1 10.0 10-0 +0.0 10-0 .0 '0.0 +0.0 +b. +0 1 +0. 0 sl .0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 .1 +3-S �&2 4- 8 +4.9 +3.4 +2.4 +1.8 +11.2 +1.5 +11.7 +1.7 +1.4 '1,1 +0.8 +0.6 0.5 +0.7 +0.8 +1.0 +1 .1 1.1 +1.0 +0.8 +0. `0.0 + 1.9 1.9 1.6 1.2 1.0 0-9 0.8 'b.9 +1.0 1.3 1.3 *11.2 +1.0 10.8 .5 +0. 1 +0. 0 +0. 0 U +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 '0.0 Z+10:6 .0 '0. 0 '13.0 .1 `0.,1 +0.1 10.2 1 4 Z .6 +4.1 3.0 + 9 19 25 +2.9 '2.7 '2.2 +11. +1 + + + + + + + + 1 1 + + 7 9.7 0.9 +1.3 +1.6 1 Z '0.0 11 1 4�. - +. - +2.0 +2.2 +1.9 +1.5 +1.0 10.7 3 -0. -0.0 .0 -0.0 +0.0 +00 .0 +0.0 *0.0 +0.0 *0.0 +0.0 +0,0 +0.0, 10.0 +0.0 + .0 +q 7 +4-q +4.1 '3. -2, .3 +1.8 .6 +3.1 *1 72. +17 +.2 +3.1 1.0 +0 .0 10.1 10.1 +02 +0 .5'0.8 +11.4 +3 1 41411' 9 + *0.0 A + 10.0 +0 +0. +O.0 A + + + 3 5 �1.1 +1.2 +1.7 +2.5 +3. +3. +3 +2.2 -1. _Q -To +0.0 +0.0 +0.0 +0.0 '0.0 +0.0 'o.o +0.0 +0.0 +0.0 +0.0 10. 0 10. 0 o +0.1 +0.1 10.3 '/0.6 + 1.0 '1.5 +1.8 +2.6 +2.4 +2 1 7 �12.3 f --+4-. 5- _24 0 `0.0 +0.0 +0.0 10.0 +0., ' + 1 *0.0 0 +1.6 +1.9 +2.2 +3.0 +4.3 +5.1 1 +2.8 +11.7 +0.0 +0.0 +0.0 +0 o 10.0 10.0 +0.0 +0.0 U U.0 U. 0 0.0 + +0.1 10.1 10. .510.7 +1.1 +15 +1 A +2.2 +2.2 +2.0 +1 0.0 4.0 0.0 .6 +1 �9 + .0 k.2 10.0 '0.0 10.0 10.0 10.0 10.0 +0.0 10-10 +0.0 +0-0 +�O� 4 + +3.8 +0 r + -5.2 15.0 +3.6 +2. +11. +1 2. U.7 4. ti M 0 +0,0 .0 +0.0 D *0 +0 +0.1 *042 4 +0.8 +1.2 - 1.6 1 +1 Q +1.7 +11.5 3 .6 3 .0 .0 .0 �_:iq +2.5 ' 4 1.94,�& +1.0 +06 +�, + + +3.9 +1.0 +0.2 10.0 .0 +O.o +0.0 +0.0 +0.0 '0.0 +0.0 +o.10 +0.0 +0.0 +0. 0�0 0.0 +0. +0.0 + + 0.0 +0.1 10-2 '_16- +0.9 +1.3 +1.8 2.9 "1 n +9 +2.1 +1.6 +1A +1.5 +1.5 +1.7 +2.2 '2 0.B 1.3 2.0 +2.9 +3.4 '3A +2. +1 3 1 1.4 2.1 4 4.8 0. 0 0.0 0. +11.2 +1.6 +2.4 *0. 0 +0.0 +0.0 .0 + + 1 +0 +01 +1.0 +11.4 +1.9 +2.2 + +1.8 +1.3 +11.0 +1.0 +3.2 '2. 8 +2.0 +1 A 10.9 J10. 0.0 .0 +0.0 10-0 +0.0 +0-0 +0.0 +0-0 +0.0 +0-0 *0.0 + +().0 +o.o +0..l .5 +0.9 +1.4 +2.1 +3. 4. 3.8 +1.8 +11A '13 +1.1 +1.2 +1.4 +11.5 +1.5 1 .2 +I.Y U.f .6 2.2 0 .0 0.0 +00 0.0 '0.0 +0.0 0.0 +0.0 1 + + *0 + + & + +08 +0.7 U. 4 + + 0.4 0.0 '1.0 +1.2 +1.4 +1.4 +1.2 +0.9 10.8 +0.9 +1.0 +1.2 +11.8 1.9 +2.0 +1.8 +1.4 +1.0 0.0 +0.0 *0.0 +0.0 *0.0 +0.0 +0.0 *0.0 `U.0 *0 00 �1 0 07 +1.3 +2.2 +3- 1 +5.6 +0.0 `0. 0 . 4 + + os 5 U. 73 1.0 I . 0.9 +0.2 10.0 '0.0 10.0 10.0 10-0 10-0 10-0 +0 0.0 0.�o +0.0 +0. +0.0 +0 10.2 +0.2 10.1 10.0 10.0 +0.3 -0.4 1 + __ 0.074�11�0�7 70.0 U. + 0.2 0- lb.o +0.0 ).0 + + 10.2 10.1 10.0 +0.0 +0.0 10-0 10.0 +_ 0. +0.0 0 +0 .0 0.0 0-0 1�1 +0.0 +0..o +0.0 +o.o +0.0 +0.1 10.1 10.2 +0.3 +0.2 10.1 +0.0 +0.0 +0.0 +0.0 +O.o *0.0 +01.0 +0.0 +O.o 0.1 10.2 '03 11� .+0,0 '10.0 +0.0 +o.0 `0.0 +0.0 +O.o `0.0 +0.0 +0.0 .0 01 D + "� I-- � '0.0 +0.0 - .1- 0.0 *0.0 *0.0 +0.0 *0.0 +0.1 +0.0 +0.0 *0.0 +U.0 '" U.0 U +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 +0.1 '0.1 +0.1 +0. 1 `0. G +0.0 +0.0 *0.0 +0.0 +0.0 *O.o +0.0 +0.0 .0 0.0 +0.0 *0.0 +0.0 '0.0 +0.0 1 + +0 +o.0 +0.0 +0.0 +0.0 +0.0 +b.0 0.0 .0 .0 .0 + e+0 0 +0 0 _0 Z +O.o +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 +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 10.0 10.0�=::OD 10.0 10.0 10.0 +0.0 +0.0 +0.0 +0.0 `0.0 +0.0 +0.0 +0 4 �.o 0.0 0.0 + + -2.0 +0 0.0 :tol +0.0 +0.0 .0 46 +ftn Te - '1`1 "1 l=- = IT Project: Location: Cat.No: Type: Qty: Notes - The Philips Gardco EcoForm Gen -2 combines economy with performance in an LED area tuminaire. Capable of delivering up to 26,400 lumens or more in a compact, Law 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-900-NW-G2-AR-5-120-HIS-MGY Number Drhie LED WQr - `0.0 *0.0 *0.0 0.0 *0.0 *0.0 0.0 *0.0 *G. *0.0 Mourift = 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. '0. Dimminscontrols 0.0 '0.0 *0.0 Luminaire '0.0 0 I E ECF- V8 1 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 0. ECF -S 32L .0 WW -£s2 .0 .0 to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and -+02 0.2 *0. 1 +0.2 *0. 1 *0.2 +0.2 .2 +0 +0 property in residential or rural areas zoning districts shall not exceed one half footcandle. fixtures be black finish. Arm Mount 208 208V .5 hilegralwith pholoceirlhol Adapter 2 Type 2 F4 Single Black 3. New free-standing pole mounted light fixtures (and poles) and new wall mounted shall a .5 10.6 0.7 10.8 '0.9 '0.9 10.8 '0.7 .5 .3 .1 (12D, 277 347VAQ1 7 10.9 +1.2 '1.5 +11.7 +1.6 +1.3 '1.0 0.7 left 90' +0.1 4101. FAWS Field Adjustable" .8 +11.3 +tsl 42.5 2.8 .6 +2.0 +11.4 1.0 0.5 0.1 +0.0 1A 1.0 +1.7 +2.6 +3.7 .3 +3.9 +2.9 +1.9 +1.2 product '0.0 +0.0 0 o +b. 1 1 +1.9 "M *4.6 6 5.2 +3.5 -2.3 -1.3 0.5 .0 .0 '0.0 +0.0 0.0 +0 1 j46.1 -4.9 3.4 2.2 +1.3 fs .0 '0.0 *0-0 .0 *0.0 :0' *0.0 +G. + 6 +2.5 *3.4 +3.8 .6 +2.7 11.8 +1.1 'OA 0.0 +0.0 +0.0 *0. +0.0 +0.0 +0.0 +o 4 0. .2 +11.8 '2.3 +2.6 *2. 1; *1,0 0.1 +0.1 +0.0 +1.9 +0.2 +0 '0 +0.0 +0.1 .0 +0.1 + . 1.0 +1.3 *1.7 +1 -+1-2r +1.0 �W .7 0.4 +0.2 .1 .0 0 *0.0 0.0 +0.1 +0.8 +1.1 +1.4 +11.6 17 +1. 1.7 +1.4 +1.0 '0.7 614 .2 4.1 + 00 0 `0.0 +0.0 1 '13.2 5 10.8 *1 '11A .8 +2.1 2.1 *1.8 - *13 +1.0 10. ----*0.2 10. 9 +' +00 4 `0.0 +0.0 .0 *0.1 +0 +0.8 +. 2.8 +3A .7�1 . 11.3 0-8 +0.2 +0. .0 '0.0 +0.0 `0.0 +0. •5*4.9 b.9 +4.2 +5.1 +5.0 +3-9 +0.4 0.0 +0.0 +0.0 +0 +1.0 + '70&6.7 .3 .3 +1.4 *07 +0.6\ 1� +0,0 '10.0 +0,+•0* +0.0 +0, .5 "1.o *2.0 +3.3 +4.8 *6.2 +4.7 +3.5 2.6 +1.-t +1.0 +0.8 + '1.4 +1.1 .0 E�.o .0 +0.9 +1.7 +2.8 +3.9 +4.7 04;9� +44 +3. Y +3.0 +2.1 ++ +0.0 `0 .0 -0 0.0 .0 1 '2.2 3.1 19 4.3 4.6 A . o + + +n q *') n +4 U + +0 0 +0. 0 +0. 0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0. +U.0 U.0 +0.0 + +0.0 .3 4 0,1 +0.0 +0.0 +0.0 +0.0 u.0 n +n_0 +t) -n +0.0 U '0.0 +0.0 +0.0 '0.0 +0.0 +0.0 '0.0 +0.0 +0.0 *0.0 +0.0 +0.0 + + '20 +1.8 "1 .9 Z .3 +2 +0. +0. +01 -o .0 0.0 0.0 +0.0 +0.0 0.0 .0 .5 +2. +11, +1. +0.0 .0 +0.0 10.1 +0.3 1.0 +2, 2.5/ +0.0 +0.0 +0.0 +0.0 +0. D 10. 0 10.0 +0.0 + +0.1 +0. +06 .0 4 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 .0 + + + 5 + + + +0.2 10.2 *0.2 +0. 10. + +0.0 U U.] U.1 '0.2 0.4 0.3 +0. U 1 . +2.8 +3.5 +3.8 +3.4 +2.5 +11.7 +1. 3 .1 .2 0.1 1 o .0 on .0 U.0 '51 +0.2 +0� .2 +�J 01 0.0 +0.1 *0 0 +0. 1 *0. 1 *0.1 +0.0 *0.0 '0.0 +0.0 +0.0 + + + 0.0 *0.0 +U.0 +Ulu 'U. .0 .0 +0.0 `0.0 +0.0 +0.0 +0.0 *0.0z-`�0.0 +0.0 +0.8 "I.o *o.9 +0.8 +01 '0.4 + 3 +0.3 03 0.2 U*U U*u 10.2 +&8 +4.6 *32 +2-2 +1.6 10.9 +0-8 W *0 .0 +0.0 0.2 0.2 +02 1.. 2.1 .7 5 1 +n n u 4 • 4 10.3 +0.1 10.0 10-0 +0.0 10-0 .0 '0.0 +0.0 +b. +0 1 +0. 0 sl .0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 .1 +3-S �&2 4- 8 +4.9 +3.4 +2.4 +1.8 +11.2 +1.5 +11.7 +1.7 +1.4 '1,1 +0.8 +0.6 0.5 +0.7 +0.8 +1.0 +1 .1 1.1 +1.0 +0.8 +0. `0.0 + 1.9 1.9 1.6 1.2 1.0 0-9 0.8 'b.9 +1.0 1.3 1.3 *11.2 +1.0 10.8 .5 +0. 1 +0. 0 +0. 0 U +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 '0.0 Z+10:6 .0 '0. 0 '13.0 .1 `0.,1 +0.1 10.2 1 4 Z .6 +4.1 3.0 + 9 19 25 +2.9 '2.7 '2.2 +11. +1 + + + + + + + + 1 1 + + 7 9.7 0.9 +1.3 +1.6 1 Z '0.0 11 1 4�. - +. - +2.0 +2.2 +1.9 +1.5 +1.0 10.7 3 -0. -0.0 .0 -0.0 +0.0 +00 .0 +0.0 *0.0 +0.0 *0.0 +0.0 +0,0 +0.0, 10.0 +0.0 + .0 +q 7 +4-q +4.1 '3. -2, .3 +1.8 .6 +3.1 *1 72. +17 +.2 +3.1 1.0 +0 .0 10.1 10.1 +02 +0 .5'0.8 +11.4 +3 1 41411' 9 + *0.0 A + 10.0 +0 +0. +O.0 A + + + 3 5 �1.1 +1.2 +1.7 +2.5 +3. +3. +3 +2.2 -1. _Q -To +0.0 +0.0 +0.0 +0.0 '0.0 +0.0 'o.o +0.0 +0.0 +0.0 +0.0 10. 0 10. 0 o +0.1 +0.1 10.3 '/0.6 + 1.0 '1.5 +1.8 +2.6 +2.4 +2 1 7 �12.3 f --+4-. 5- _24 0 `0.0 +0.0 +0.0 10.0 +0., ' + 1 *0.0 0 +1.6 +1.9 +2.2 +3.0 +4.3 +5.1 1 +2.8 +11.7 +0.0 +0.0 +0.0 +0 o 10.0 10.0 +0.0 +0.0 U U.0 U. 0 0.0 + +0.1 10.1 10. .510.7 +1.1 +15 +1 A +2.2 +2.2 +2.0 +1 0.0 4.0 0.0 .6 +1 �9 + .0 k.2 10.0 '0.0 10.0 10.0 10.0 10.0 +0.0 10-10 +0.0 +0-0 +�O� 4 + +3.8 +0 r + -5.2 15.0 +3.6 +2. +11. +1 2. U.7 4. ti M 0 +0,0 .0 +0.0 D *0 +0 +0.1 *042 4 +0.8 +1.2 - 1.6 1 +1 Q +1.7 +11.5 3 .6 3 .0 .0 .0 �_:iq +2.5 ' 4 1.94,�& +1.0 +06 +�, + + +3.9 +1.0 +0.2 10.0 .0 +O.o +0.0 +0.0 +0.0 '0.0 +0.0 +o.10 +0.0 +0.0 +0. 0�0 0.0 +0. +0.0 + + 0.0 +0.1 10-2 '_16- +0.9 +1.3 +1.8 2.9 "1 n +9 +2.1 +1.6 +1A +1.5 +1.5 +1.7 +2.2 '2 0.B 1.3 2.0 +2.9 +3.4 '3A +2. +1 3 1 1.4 2.1 4 4.8 0. 0 0.0 0. +11.2 +1.6 +2.4 *0. 0 +0.0 +0.0 .0 + + 1 +0 +01 +1.0 +11.4 +1.9 +2.2 + +1.8 +1.3 +11.0 +1.0 +3.2 '2. 8 +2.0 +1 A 10.9 J10. 0.0 .0 +0.0 10-0 +0.0 +0-0 +0.0 +0-0 +0.0 +0-0 *0.0 + +().0 +o.o +0..l .5 +0.9 +1.4 +2.1 +3. 4. 3.8 +1.8 +11A '13 +1.1 +1.2 +1.4 +11.5 +1.5 1 .2 +I.Y U.f .6 2.2 0 .0 0.0 +00 0.0 '0.0 +0.0 0.0 +0.0 1 + + *0 + + & + +08 +0.7 U. 4 + + 0.4 0.0 '1.0 +1.2 +1.4 +1.4 +1.2 +0.9 10.8 +0.9 +1.0 +1.2 +11.8 1.9 +2.0 +1.8 +1.4 +1.0 0.0 +0.0 *0.0 +0.0 *0.0 +0.0 +0.0 *0.0 `U.0 *0 00 �1 0 07 +1.3 +2.2 +3- 1 +5.6 +0.0 `0. 0 . 4 + + os 5 U. 73 1.0 I . 0.9 +0.2 10.0 '0.0 10.0 10.0 10-0 10-0 10-0 +0 0.0 0.�o +0.0 +0. +0.0 +0 10.2 +0.2 10.1 10.0 10.0 +0.3 -0.4 1 + __ 0.074�11�0�7 70.0 U. + 0.2 0- lb.o +0.0 ).0 + + 10.2 10.1 10.0 +0.0 +0.0 10-0 10.0 +_ 0. +0.0 0 +0 .0 0.0 0-0 1�1 +0.0 +0..o +0.0 +o.o +0.0 +0.1 10.1 10.2 +0.3 +0.2 10.1 +0.0 +0.0 +0.0 +0.0 +O.o *0.0 +01.0 +0.0 +O.o 0.1 10.2 '03 11� .+0,0 '10.0 +0.0 +o.0 `0.0 +0.0 +O.o `0.0 +0.0 +0.0 .0 01 D + "� I-- � '0.0 +0.0 - .1- 0.0 *0.0 *0.0 +0.0 *0.0 +0.1 +0.0 +0.0 *0.0 +U.0 '" U.0 U +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 +0.1 '0.1 +0.1 +0. 1 `0. G +0.0 +0.0 *0.0 +0.0 +0.0 *O.o +0.0 +0.0 .0 0.0 +0.0 *0.0 +0.0 '0.0 +0.0 1 + +0 +o.0 +0.0 +0.0 +0.0 +0.0 +b.0 0.0 .0 .0 .0 + e+0 0 +0 0 _0 Z +O.o +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 +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 10.0 10.0�=::OD 10.0 10.0 10.0 +0.0 +0.0 +0.0 +0.0 `0.0 +0.0 +0.0 +0 4 �.o 0.0 0.0 + + -2.0 +0 0.0 :tol +0.0 +0.0 .0 46 +ftn Te - '1`1 "1 l=- = IT Project: Location: Cat.No: Type: Qty: Notes - The Philips Gardco EcoForm Gen -2 combines economy with performance in an LED area tuminaire. Capable of delivering up to 26,400 lumens or more in a compact, Law 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-900-NW-G2-AR-5-120-HIS-MGY Alslj UAI W.W EX. ASPHALT PATH .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 Vo +0.0 +0. + + + M.- 1-0.0 .0 .0 +0.0 CA b�o 0-0 +0.0 +0.0 +0. b X. EDGE OF PAV .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 +0.0018.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0.0 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- ------------------------------------ +0.0 *0 0.0 Z, +0.0 A0.0 Z'0.0 +oj)/ '0.0 1+ + '1� 0.00 0.0 rOo// +0.0 30 0 30 60 90 0 E E E LJNLJELJR-■=■ �ngl N ..0 0 5 0 til O0 Z 04 W W z (5 Z W Z 0 n z V) D 0 W W < > 0 _J _J > V) W 0 I- W Y < Number Drhie LED WQr - Prefix of LEDs Current Generation Mourift = Distribution =F Vohw - __71 Dimminscontrols Motion sensing Photo -sensing Electrical Luminaire Finish I E ECF- V8 1 V 001 W-�(:;:2] ECF -S 32L 530 WW -£s2 AR Type 2 120 120V DD 0-101tWernaL IMR13 PCR Fuft Square Pole Tvftred _BK EcoForm32 LEDs 530mA Wan White Arm Mount 208 208V climmingtby others) I hilegralwith pholoceirlhol Adapter 2 Type 2 F4 Single Black siteandarea, (2 modules) 700 3000MOCRI (standard)9 2 -90 Rotated 240 240V DCC DuatOrcultCorrW6 #3 lens' auttorill (12D, 277 347VAQ1 mCkWed in WH White small 100MA Generation 2 left 90' 277 277V FAWS Field Adjustable" IMply TLRD5 F2 Double standard 82 Bronze Thefoffowlng 1A NW -C2 2-M Rotated 347 347V SW Interface module Integrati;&h Twist Lock (208,240,480VAQ1 product DGY Dark Gray 1050mA Neutral White mouirrIng fight 270. 460 480V forsitemseu #7 lens, Receptacte 78 MGYMecfiumGray 12A 4DOOK,?OCRI kits Must UNV 120-277V LLC2 Integral module 1MR0 5MO Pole MountFudn Terminal Custaarnrspecifitd FP1 51(de 1200huh Gene nation 2 be Orde red TV" 3 (50/UDHZ) with 42 lensA Polemounted TLRD7 Block' RAL Specify separrateiv NYU 347-480V LLC3 Integral module motion sensor' Twist Lock (12D,277,347VAC)' RPA op tionat 1T7�� 3 48L 900 CW_G2 �See 3-90 Rotated (501601-14 with 43 tens" (seeaccessories) Receptacle FP2 Double Round Pole <o[otorRAL 48 LEDs 900MA Coot White accessories) left 90' LLC4 Integralmodule 7PIn' (203,240,480002 Adapter (e)v RAL7024) (3modules) to 5000K,70CRI SF 3-270 Rotated whh#41ens" TLRPC FF3 Canadian Double 015 to 3` 19' CC Customcolon 105*mA Generation 2 Slip Fitter right 270` TwistLock PWI(2D8,240,480VAC) (Mustsupply 1.2A Mount, DynaDimmenAutomatic PfeffieDimming Receptacle W/ 2 His colorchip 1200mA (11% to Type 4 4Type4 phowell, sow PMtec*n Internal lot required C550 Safety 50% 64L 900 0,D. tenon) Dimmina, 7 hours, 00kA standard) Housing factoryquote) 64 LEDs (4 modules) 90DmA 1A 105DmA WS Wall mount with surfaceright condult fearentry permitted RAM Retrofit - mourilldt' 4-90 Rotated left 90* 4-270 Rotated 270' Types 1 CM50 Median 50% Dimming, 8 hours' CE50 Economy 50% Dimming, 9 hours' UAW Ali Night 50% Dimming, CW Saf&tV30% Dimming,71murs' CM30 Median 30% Dimming, 8 hours' CES& Economy 30% Dimming, 9 hours' DA30 ARNIght30% Dimming, ,ncrea,;ed 20kA ip-2 Side Shield' i -Type 5 5W Pipe 5W APR Auto Front Row AFR-90 Auto Front Row, Rotated Left 90' AFR-270 Auto Front Raw, Rotated right 270' Alslj UAI W.W EX. ASPHALT PATH .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 Vo +0.0 +0. + + + M.- 1-0.0 .0 .0 +0.0 CA b�o 0-0 +0.0 +0.0 +0. b X. EDGE OF PAV .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 +0.0018.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0.0 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- ------------------------------------ +0.0 *0 0.0 Z, +0.0 A0.0 Z'0.0 +oj)/ '0.0 1+ + '1� 0.00 0.0 rOo// +0.0 30 0 30 60 90 0 E E E LJNLJELJR-■=■ �ngl N ..0 0 5 0 til O0 Z 04 W W z (5 Z W Z 0 n z V) D 0 W W < > 0 _J _J > V) W 0 I- W Y < 41101111111116 Offiffillim �File No, 11, 1. J 16.025 rw 41101111111116 Offiffillim �File No, 11, 1. J 16.025 550 545 540 535 530 525 520 515 510 509+50 10+00 10+50 11+00 Al -A3 STORMPIPE PROFILE 3 VERT i HORZ 1"=40' 5455 540 535 530 525 520 51 +50 10+00 10+50 11+00 11+5u 1 z+uu K�-5�C4-U STORMPIPE PROFILE WVVERT 1`-10, ' HORZ i `Q4" 550 545 540 535 530 525 520 515 510 535 525 520 515 510 505 500 495 490 489+50 10+00 10+50 2 X3-133 STORMPIPE PROFILE �Cjj3 vERT 1-=10' , -. HM 1 =40 11+00 11+!)U I Z+uu 545 540 535 530 525 520 510 505 500 495 4Q9+50 10+00 10+50 D1 -D3 STORMPIPE PROFILE C13i vERT 1' 10' HORZ i'=40' 530 525 520 515 510 505 500 495 490 I L -t-50 5 535 530 525 520 515 510 505 500 495 490 485 n stn 9+50 10+00 10+50 11+00 3 C1-C4 STORMPIPE PROFILE vERT 1 9= io' H4RZ i =40, 510 505 500 495 525 520 515 510 505 500 495 490 485 11+50 525 520 515 510 505 500 495 490 485 535 530 525 520 515 510 505 500 495 490 485 12+080 * ! ft',E1-E3--ST0RMPIPE PROFILE �• r NOTE: CONCRETE INLET SHAPING (IS -1) SHALL BE PROVIDED IN DRAINAGE STRUCTURE W/ 4' OR GREATER DROP Fr 1ira]..17r =.i/sl 11rACII SKI a:l.Cil 550 545 540 535 530 525 520 ijLn&jM Area Name Area (sq its Impervious C LD -204 Stormwater Inlet Computations 18012 11895 s{ � 11.77 0.69 0.41 0.27 A2 -Al A3 -A2 Inle on Grade Only 5166 6054 4019 5200 $aq Inlets Only 0.12 0.14 • C5 C4 12078 8041 10101 7223 ' ! y s i ' i. i 0.13 0.90 Fr 1ira]..17r =.i/sl 11rACII SKI a:l.Cil 550 545 540 535 530 525 520 ijLn&jM Area Name Area (sq its Impervious C LD -204 Stormwater Inlet Computations 18012 11895 13973 7784 11.77 0.69 0.41 0.27 A2 -Al A3 -A2 Inle on Grade Only 5166 6054 4019 5200 $aq Inlets Only 0.12 0.14 • C5 C4 12078 8041 10101 7223 ' ! y C5 -C4 C4 -C3 i ' i. i 0.13 0.90 • r � • t. • # s • li � �r i.. • s 9105 • • A51 -Al Al 12227 5867 0.59 0.28 A145 Cl 22038 8868 0.54 0.51 C'1 - El 14138 4373 DA9 0.32 E1 -C1 X1 7269 587 0.35 0.17 X1 -Cl 7C2 0.90 1.2.5 X2 -F5 X3 39760 20294 0.61 0.91 X3 -E1 X4 X5 3554 9700 1524 4787 0.561 0.60 0.08 0.22 X4 -X3 X5 -X4 30A 6745 4042 0.66 0.15 X3A-X3 ==SEE WSW ' ' i. ' 'r Fr 1ira]..17r =.i/sl 11rACII SKI a:l.Cil 550 545 540 535 530 525 520 ijLn&jM Area Name Area (sq its Impervious C A Pipe ection A2 A3 18012 11895 13973 7784 11.77 0.69 0.41 0.27 A2 -Al A3 -A2 B3 C6 5166 6054 4019 5200 0.77 0.82 0.12 0.14 133-E12 C6-05 C5 C4 12078 8041 10101 7223 0.80 0.84 0.25 +0.18 C5 -C4 C4 -C3 C3 D2 3514 6362 2502 6362 0.13 0.90 0.08 01.15 C3 -C2 D2 -D1 E3 14022 12059 0.82 0.32 E3 -E2 A61 19539 9105 0.58 0,45 A51 -Al Al 12227 5867 0.59 0.28 A145 Cl 22038 8868 0.54 0.51 C'1 - El 14138 4373 DA9 0.32 E1 -C1 X1 7269 587 0.35 0.17 X1 -Cl 7C2 0.90 1.2.5 X2 -F5 X3 39760 20294 0.61 0.91 X3 -E1 X4 X5 3554 9700 1524 4787 0.561 0.60 0.08 0.22 X4 -X3 X5 -X4 30A 6745 4042 0.66 0.15 X3A-X3 5 ACSA GENERAL MATER & 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). 550 545 540 535 530 525 520 E 515 545 540 535 530 525 520 515 510 505 10+00 10+50 11+00 11+5u ,! !!e WAILIv 550 545 540 535 530 525 520 515 51+50 _ 10+00 10+50 11+DO + +10 FRAME fur :0 4y1 • 4aY, 1)aEC1 yveYW ax" CIA aA1;Fzctx: T �.4+t£R 1?¢1 tom• W Twp., SECTION Ak-A SHEET ; Of 6, STANDARD MANHOLE FRS AND COVER 2k RE', 7/DZ 3Y 1ARGr"A W TMENT LIF TRMSPPIIIMTP0 5 �Q SL 5 I� VALVE BOX I 50 540 535 530 525 540 535 530 525 520 515 510 540 535 530 525 515 510 10+00 10+50 11+00 DEGREE A y VOL SIZE r (FEET) .. • TOP (CROWN) ELEVATION CF THE THE LOWEST PIPE CONNECTED 9ENp -LI I T L H I T r,' MIN 7' TQ tG.. . (2Zi7') 90 2.50 2.50 3,01 0.24 AL`.•E Ro '0" RING SEALS 16' MAX 4" £ 6" 45 22 1/2 2.00 1.50 2.25 2.04 2.60 2.52 • 2.25 2.50 0,15 TEE 71 t /a. * I 2.54 0,H) ) �L4K AGttNST SEWER. a n 12" A FILLETED INVERT FOR A SMOOTH 90 3.6$ 3.15 550 545 540 535 530 525 520 515 51+50 _ 10+00 10+50 11+DO + +10 FRAME fur :0 4y1 • 4aY, 1)aEC1 yveYW ax" CIA aA1;Fzctx: T �.4+t£R 1?¢1 tom• W Twp., SECTION Ak-A SHEET ; Of 6, STANDARD MANHOLE FRS AND COVER 2k RE', 7/DZ 3Y 1ARGr"A W TMENT LIF TRMSPPIIIMTP0 5 �Q SL 5 I� VALVE BOX I 50 540 535 530 525 540 535 530 525 520 515 510 540 535 530 525 515 510 10+00 10+50 11+00 • To METER BOX (SEE Flu. *6A r` M.0FITTING WATER MAIN..QIP ZRES Pwo THREADED FOIAOTTINQ TRAINE,3 JOINT FITTINGS N0TE�; = ,A7EE VAL'Its€1WkCL FE 4" UNtf_% OTREqWISE SPECIREl x BY THE ACSR. = SEAViCEUNETOCOWECTAT;I4iAII�4t'Ti�I _ iiEFEII TIT Fd6 +14`- F.Oi# T7 il{DST B#TT,SCIC DETAILS DIN: T£E: • $EPER TC1 Fd ..W §- Ifo TIIRITST BL4dGK11ETAILS FiEPTBI QF +rUYrESt 2'1N !GAYE VALVE. = NthCCOCR€T£SHOULDBEPGURFDONAWPART OF HEREMAINED JOINT_ LYSEPLASTICSHEETING.As PWT ECTION -FOR &i}LT& • 'USE25WP.5.I.CIDWRETE. LAIR E Cu TFI E rICE LINE NTS FID yr -Be, 545 540 535 530 525 11+00 11+50 4I" OLIN. I.�---175"-----®-I 6" MIN, '4 6" MIN. a 0 sra• • _ i 3a` - d 18 MIN, Y 37' 6AIN- up- AINGNUT LDGKING ASSEMBLY 12- MIM. BYPASS NOTES: 1, PRONDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT, 2- MINIMUMWALL THICISNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4 MINIMUM MALL THICKNESS FOR VAULTS CON5TRUGTEI7 OF MASONARY BLOCK SHALL BE 6"- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT.0 1,X21' METER NTS FIG, W -7B TD -15 4 ;,I144EIEt2 HRAPCCB 0111-1Ct 'VALI' -� - LVE BOX PCU VARIES, WATEF -MAIN-' �- E� I�AIN#Eia u£71h .T FiT71hJ s a ICY -L! NE (TYPE "13, uslc"; THREADED, COUPLING PVC FFVE- --\-Lf c __ OAP .6 NIPPLE, ANE, PVC T I LSRI!CA,TE ALL 7HRE, VOS TliRU sT a3 ()Qk_ r -METER BOXf'SEE FIG 1-7s VALVE 1' .. -'-NO +7` TGNE. .J..FITTING , � t TQ C�RAIN IF GRAI;)F, ALI QW5Y b ARES �tAF{ES -2" FHRAa,3 PIPE 2 THREA3Eu Ts;:' WATER MAI AND G.ALvE Aii SAME SIZE - FaLiIG. MEAD ECS) TYPE a n i4 Tr'7:.. T`t'PItC AL 61� 0W -OFF ASSEMBLY T FOR ALL BENDS WIDEN TRENC ----- ACCOMM00AT ANCHOR IF REQUIRED. n4i n" BEDDING AS REQUIRED s 45` t �ilt•1 SECTION 1-1 45' I SECTIDN 2-2 RIPE DEGREE A y VOL SIZE 4F (FEET) CU.'PD, FEET' CU.Yp. TOP (CROWN) ELEVATION CF THE THE LOWEST PIPE CONNECTED 9ENp -LI I T L H I T r,' MIN 7' TQ tG.. . (2Zi7') 90 2.50 2.50 3,01 0.24 AL`.•E Ro '0" RING SEALS 16' MAX 4" £ 6" 45 22 1/2 2.00 1.50 2.25 2.04 2.60 2.52 0.15 0.10 2.OD 2.25 2.50 0,15 TEE 71 t /a. 1.50 2.014 2.54 0,H) ) �L4K AGttNST SEWER. a n 12" A FILLETED INVERT FOR A SMOOTH 90 3.6$ 3.15 3.21 GAS PROVIDED. MIN, 5" BLUDING NOTE W1 NQ, 68 STONE I 45 2.6$ 2.66 2.77 0,26 E Q ED AS AD01TIf}t�AL a1rFRIAR..1 • To METER BOX (SEE Flu. *6A r` M.0FITTING WATER MAIN..QIP ZRES Pwo THREADED FOIAOTTINQ TRAINE,3 JOINT FITTINGS N0TE�; = ,A7EE VAL'Its€1WkCL FE 4" UNtf_% OTREqWISE SPECIREl x BY THE ACSR. = SEAViCEUNETOCOWECTAT;I4iAII�4t'Ti�I _ iiEFEII TIT Fd6 +14`- F.Oi# T7 il{DST B#TT,SCIC DETAILS DIN: T£E: • $EPER TC1 Fd ..W §- Ifo TIIRITST BL4dGK11ETAILS FiEPTBI QF +rUYrESt 2'1N !GAYE VALVE. = NthCCOCR€T£SHOULDBEPGURFDONAWPART OF HEREMAINED JOINT_ LYSEPLASTICSHEETING.As PWT ECTION -FOR &i}LT& • 'USE25WP.5.I.CIDWRETE. LAIR E Cu TFI E rICE LINE NTS FID yr -Be, 545 540 535 530 525 11+00 11+50 4I" OLIN. I.�---175"-----®-I 6" MIN, '4 6" MIN. a 0 sra• • _ i 3a` - d 18 MIN, Y 37' 6AIN- up- AINGNUT LDGKING ASSEMBLY 12- MIM. BYPASS NOTES: 1, PRONDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT, 2- MINIMUMWALL THICISNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4 MINIMUM MALL THICKNESS FOR VAULTS CON5TRUGTEI7 OF MASONARY BLOCK SHALL BE 6"- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT.0 1,X21' METER NTS FIG, W -7B TD -15 4 ;,I144EIEt2 HRAPCCB 0111-1Ct 'VALI' -� - LVE BOX PCU VARIES, WATEF -MAIN-' �- E� I�AIN#Eia u£71h .T FiT71hJ s a ICY -L! NE (TYPE "13, uslc"; THREADED, COUPLING PVC FFVE- --\-Lf c __ OAP .6 NIPPLE, ANE, PVC T I LSRI!CA,TE ALL 7HRE, VOS TliRU sT a3 ()Qk_ r -METER BOXf'SEE FIG 1-7s VALVE 1' .. -'-NO +7` TGNE. .J..FITTING , � t TQ C�RAIN IF GRAI;)F, ALI QW5Y b ARES �tAF{ES -2" FHRAa,3 PIPE 2 THREA3Eu Ts;:' WATER MAI AND G.ALvE Aii SAME SIZE - FaLiIG. MEAD ECS) TYPE a n i4 Tr'7:.. T`t'PItC AL 61� 0W -OFF ASSEMBLY T FOR ALL BENDS WIDEN TRENC ----- ACCOMM00AT ANCHOR IF REQUIRED. n4i n" BEDDING AS REQUIRED s 45` t �ilt•1 SECTION 1-1 45' I SECTIDN 2-2 RIPE DEGREE BEND ❑IMENSIONS VOL. TEE ANG 9�11UG5 VOL SIZE 4F (FEET) CU.'PD, FEET' CU.Yp. TOP (CROWN) ELEVATION CF THE THE LOWEST PIPE CONNECTED 9ENp -LI I T L H I T r,' MIN 7' TQ tG.. . (2Zi7') 90 2.50 2.50 3,01 0.24 AL`.•E Ro '0" RING SEALS 16' MAX 4" £ 6" 45 22 1/2 2.00 1.50 2.25 2.04 2.60 2.52 0.15 0.10 2.OD 2.25 2.50 0,15 TEE 71 t /a. 1.50 2.014 2.54 0,H) ) �L4K AGttNST SEWER. a n 12" A FILLETED INVERT FOR A SMOOTH 90 3.6$ 3.15 3.21 GAS PROVIDED. MIN, 5" BLUDING NOTE W1 NQ, 68 STONE HYQi AI£[ I,a LL:LNTEi? II? A FILL hitt AILItTICt+ 45 2.6$ 2.66 2.77 0,26 E Q ED AS AD01TIf}t�AL a1rFRIAR..1 EXTENDED OR NON -EXTENDED BASES. B" 22 1/2 1.66 2.18 2.69 0.13 3.16 2.91 2,66 4,32 INL.LUJING DITCHES, i 11 1/4 1.66 2.16 2.57 0.13 VALVIE' HOX. a. THE GAT F YALVE IS 4LL0'A'ED IN SHf}t UJ OR BEHIND THE OITP14, CONNECTION 600T „ IT:IS NPT A� LQ E •I�t T}iE D1TC 90 4.B3 3.63 3.42 O.83 HCjLr;a AREF, WL'E l•ti6 F'? lfALIt` P fig' LiM1.OW .LEY{ ELEVATION IF TYPICAL 10, & 12" 45 22,1/2 3.33 2.33 3-5$ 2.58 2.4$ 2,d6 0.43 3.83 0.24 4.00 2.83 0.82 11 j4 1.83 2.33 2.84 0,15 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, UEAP ENDS AND AT VALVES. 2. USE 2504 P.S.I. CONCRETE. 3. NO CONCRETE SHALL 6E POURED ON ANY PART OF THE JOINT. 4- THE CONSULTING ENGINEER SHALL BE RESPONSIBLE T4 THE VERIFY THE TYPE & 5IZ OF 0.LL THRUST BLOCKS, CONCRETE THRUST BLOCKS (4) 1" (25mm) DIA HOLES 4N 32 3/4- (834mm) DW BOLT C;i CLE. 2" (59mm) LETTERS (RECESSED FLUSH) 0 0 > 0 (2smm� c r �� PICMOLESD [3i3m m] 0 , M (2) CORED ! PICKSARS `„�,1 t{8= (25mm� DIA DOSS 27 1/2' OM r [649mm] [38mm] m 26 1/4" DIA [178mm [&67mm] `� 28" DIA 1 1/2 [$Born+] [3dmr"1 i 1/4"NEO RENS LOA � .5 1/8' rn 24" 045 I NEOPRENE GASKET [7gmm] t� [S9�mF1'I] '1 28 71leDIA 5rnr m [722mmj [i6mm] 23" D44 [584mm] spy 38' DIA 25' m m [9X,0 m1 [835mm] 4F,D] OF G'ASKEI SRDVE FRAME SECTIpN SECTKMN '. FRAME & COVER r - J (SEE FIG. S-I-D,E) STREET SURFACE OR E�arPFE� +Mm NON -PAVED AREA �`` SLOPED AREA TOP (CROWN) ELEVATION CF THE THE LOWEST PIPE CONNECTED i 1'-0J" MAX 2,_O' . RUBBER COATED STEEL 3'-O" MIit1 r,' MIN 7' TQ tG.. . (2Zi7') S1_EPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN AL`.•E Ro '0" RING SEALS 16' MAX MINIMUM ELEVATION DIFFERENCE ACROSS MH, ?2'MlN ry c QA_fTt VALVE FROM INLET TO OUTLET oil SALT -f :SHALL BE 0.20 FEET. TREATED DEPTH OF FLQUU GOINGRETE ARIES FILLETS TEE CHANNEL TO BE - 3/4 DIAMETER OF OF CONTRIBUTING -- ° �L4K AGttNST SEWER. a n 12" A FILLETED INVERT FOR A SMOOTH TRANS6TION OF FLOW BETWEEN S.TERL #BILE-•.. itESTt'A.1041 &AAT FITmGs, INLET & OUTLET PIPE SHALL BE PROVIDED. MIN, 5" BLUDING NOTE W1 NQ, 68 STONE HYQi AI£[ I,a LL:LNTEi? II? A FILL hitt AILItTICt+ 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE N.T.S. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. FIG_ S-2 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE E Q ED AS AD01TIf}t�AL a1rFRIAR..1 EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINT$, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. .1, SURROUND WEER HOLES WITH GRAVEL AND. KEEPT FREE OF CONCRET.E, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N, T.S INL.LUJING DITCHES, i FIG, 5-1-,A TD -25 NTS FIG. W_Z- TD-3 SEWER SERVICE LATERAL CONNECTION NOTES - r - J ht yiE: HYV141 ,ANT M ST SE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS E�arPFE� +Mm INDICATED , THE TOP (CROVN)I ELEVATION OF THE SERVICE 'viLLE T!•1REA�1$ t:'Ni�H I5 TOP (CROWN) ELEVATION CF THE THE LOWEST PIPE CONNECTED i T4 THE MANHOLE, LENGTH 4F, BRANCH VARIES 5E CONNECTED USING A PIPE SADDLE. r,' MIN 7' TQ tG.. . (2Zi7') 3. MINIMUM GRADE FOR SEVIER SERVICE CONNECTION SHALL BE 2S (1,14° PER FOOT ) 4 ALL SEWER LATERALS SHALL HAVE A M1141MIJM COVER AL`.•E Ro DIAMETER OF 4". #60 STONE Of 3 FEET. ?2'MlN ry c QA_fTt VALVE oil SALT -f o" x B" f TREATED FINISHED GROUND TEE k - 1 OLS t CRETE , OF MAINLINE CE L E SER1+1 �L4K AGttNST SECTION U11DGI5IiatdFsEO STAaLE IN LINE WYE -TEE S.TERL #BILE-•.. itESTt'A.1041 &AAT FITmGs, PLAN 4'sTi 1}i E. SCAL IS p15TLRBED. 077 4UHE"d HYQi AI£[ I,a LL:LNTEi? II? A FILL hitt AILItTICt+ SEWER SERVICE LATERAL CONNECTION N.T.S. TQ F10U..1 kG CfiWGZ TE A. $1EEL FILE SHALE FIG_ S-2 E Q ED AS AD01TIf}t�AL a1rFRIAR..1 FLEXIBLE CONNECTION f� TTE WITH STAINLESS STEEL .1, SURROUND WEER HOLES WITH GRAVEL AND. KEEPT FREE OF CONCRET.E, ALL CONNECTIONS TO 2. MAIN'YAIN A S 172' MIN, COVER FMAIN THE AIN TO THE FIRE. H'1YRrVhT EXISTING MANHOLES SHALL INL.LUJING DITCHES, i .3. ONj- Lp �94AE: $HALL $,LOF"E AWAY F+7L;1'.1 THE..FIeE HYOil"N> F AND Lj VALVIE' HOX. a. THE GAT F YALVE IS 4LL0'A'ED IN SHf}t UJ OR BEHIND THE OITP14, CONNECTION 600T „ IT:IS NPT A� LQ E •I�t T}iE D1TC INSTALLED 5, DR( NYORAINTS SHALL BE WSTALLED AT LOCA110II5 t+s9tERE V,< EFF' HCjLr;a AREF, WL'E l•ti6 F'? lfALIt` P fig' LiM1.OW .LEY{ ELEVATION IF TYPICAL 7E Inti TI 3E 11 VEi APEt !HE 10EEF FIpLEfi -NA_ 13E SHORING BRANCH F'UT00ED AAD THE HYDRANT SHALL BE PUMPED Ufly. TYPICAL FIDE HYDRANT ASSE[� BLS° DETAIL- N,T:.?, FIG. S -I -B FIG. 'W-4 TSI SEWER SERVICE LATERAL CONNECTION NOTES - r - J L WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROVN)I ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION CF THE THE LOWEST PIPE CONNECTED i T4 THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 5E CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEVIER SERVICE CONNECTION SHALL BE 2S (1,14° PER FOOT ) 4 ALL SEWER LATERALS SHALL HAVE A M1141MIJM COVER 2' MIN DIAMETER OF 4". 5. FULL SEWER LATERALS SHALL HAVE A MINIMUM COVER Of 3 FEET. oil SALT -f } �`+• TREATED FINISHED GROUND 2 x 4 MARKER k - PLUG END OF MAINLINE CE L E SER1+1 LATERAL SECTION IN LINE WYE -TEE PLAN VARIES I - SEWER SERVICE LATERAL CONNECTION N.T.S. FIG_ S-2 TD -33 FLEXIBLE CONNECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ?4' N INITIAL BACKFILL- , 8' 9" MIN MIN, RAIN MIN •, 6' BEDDING ,#BS STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL S -TONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPAC7 THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4= INITIAL BACKFILL- 4 IF UNSTABLE e" a s' s" SOIL N. 6IIH_ MIN MIrI- #68 STONE - GRANULAR FILL AS a s• IN APPROVED BY ACSA , S A L S L TR CK' "STABLE S01ROG NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE 'NATER LINES - 2_N0 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL. BACKFILL. 3.THE INITIAL 13ACKFIILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS- 4.N0 IFTS.4.NO ORGANIC OR FIROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5. BELL HOLES SHALL 8E UUC OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATIOIN BEDDING NTS FIG. W--2 TD -2 EMBEDMENT SPRING LINE OF PIPE NOfib STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (B" UFT$) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHA.NIGAL TAMPER -HA11NCHING -BEDDING 6" max 4" rrdn -FOUNDATION (SHALL BE REQUIRED WHEN SOIL pONI?ITIONS ARE UNSTABLE ,HALL PIPE} NOTE SHALL � RICHT-OF-WAY HA Ill OPEN O13T� IN PAVED AREAS WITHIN EXISTING VPLJT RIGHT t7F ,. LL ISE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUr;TiLE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.'1lHERE ftdCK IS ENOQUNTERED PIPE SHALL 8E Ih15TAL1_ED OPJ A MIh1IMUivi 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD- 34 e r - J 3000 PSI CONCL BASE BENCH SLOPED TO FLOW CHANNEL 1/4' = 1' MIN 1 } �`+• y1 �a k - BRANCH FLEXIBLE CONNECTION NDS' WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIRLE Lj CONNECTION 600T „ INSTALLED TYPICAL MANHOLE PLAN SHORING BRANCH TIE -- IN NTS FIG. S -I -B TD -27 e 540 535 530 525 52 +50 I#l-3 R,3 „,<aC __ _ .«., ,.»_. ,_ w .. .., �._, ..w r « .- .-...,....,............«..,...„„»._,._«.M ._.�..«.�.««._,..,. -- --. .._...«.�.�_ _ ... _.. �, w. �.. _..� ...«,_._,__..,_n...�.., ...»_ � W...... EXPANSION KEYED ,...,..,. _�.�.«,,,,._...._-._._,.__.«_�._-.,.�,.�.,.__.,_.,,_,___.._ __�__.,..____.�._._....,,.._ w ___ _.. - w._ _ ____-_t__-____ ._..m_,�. «-._H_ f DETAILS QF INL'ET �' ID" f A4 & COVER, � JL#'YT'- r;D7NST. BARS_ �6"' EXP3llla1{}N J{i IT _._._.�..__�«,-,-_,.--.--,.. BACK OF EWAALK --,.,.-,—,-,--_.»- ,_._.._:«_..:...........«:,...,......w_.�.-.....--. -4--. t----,-�«--,--,,.,_ M_. ,1111_ �««�,�:-..,,_. w,.........._....-��,.__ , , ____..�_ ____,�_... _ _.«,__,_ __w ___ _._ _ __ _ . w._u _ �, _ ,..w..w..,_ , w.. .w.w _..,.n.«._ .,,,.,,.,._._.. _ ..,mow.._ -_..-.„w., ._ .T 1111 � n_W.-r µ__�� r; .:« w : ,_., w w .. _ _, :w � �-�.�.._.�M ��:��:,� , 1111 i. fl ;;��,�- ..ws C -y.,§, ., , A.— lolmv Fawol iL _,.,..,....,..,....._.»» -««-,w__......«-,.._,....._... 1,. w._ _.. w_ _a,.,««.,-.w««.«..�,,...._e,___,-,,_j.,..««�«.----,.._..,_..«,_._� -,„__ -1--l----- RAdi' C --,'t-.-.. 11 I� l GY I I, ( A 2 E L RSI ! rxATT {J - - Ev jl I& BARE % FACE OF OIB g"�I g GkITi"€R tt�^� Y'•.'_ ONTR L T L7"�Ai'iK t;C�AIFRI)L JQINT _ .a,e MILL1 pL SECTION �-A -,A { KEYED CONST, JONT 4ARI?8LE , 24' - aid WARPED . t}LITTER ��r.-1. ? ROAD : I-' , W z S fi �uT TER 4 ` m,v 1 L, � $ s -"� �a I. ENit-- g : 4F BARS E L� a � m _. 11 BARS E I * 3,' DIAMETER , I "'EP 'HotE ER'C1NT ELEVATION BAPS F_ 11f I is li' SECTION t. S:,4/4"` BEtIT PLATE- '... �, - _ 1 SECTION R-8 &„ L�.- ; 11 il." R TYPE A h1D=E pEYkBl .SYi!?Li,. BL USED WI?H UG -3 P< FG -9 STrY.H3fdiDs �'"- L2§�";�2Y"a�%q„ - - '�_ GALVNAZc`6 TYPE B NOSE DETAE. SHALL BE UBECt WkTN.-CK:-�2 & CC•s STAMP. DS. TYPE A Tyr^E 8 k,�2" X.41' SPX SHEAR C<7Nt{ECT9R W,ELfIEt)' GAL'a"AhiZ fl PLATE FOR TYPE A, TO BE BEPiT ON AN ANGLE CF 68'39 - TD 3,NCLE Bo'" AT 2' c, -c; : CYIIINEGTt RS ATJ] Is To, BE AIeHu xiITN'z' x + STUD SHTAR N+CSE DETAILS WELMO TO 89NT PLATE AT 7''G -;C. „ R,ay�ww 17.^',,; L 9� 3B L D-30, L ZRA911 ?AvEmem . _ g ( xV. .1, "I � 1 1 €T 1I ALV RETAIL WHEN USED FOK. USE ON nes A@ ACEhMT Ttl CL1a Fay VSE ,H SAGS WITHOuf OUTT R. 8C}Tk £lea TO BE, ;S WETFUCu . F iJCQ7' .. rfE� IzoA> A11 wa a31�iDQ T, x�ps TANDARD CURB DROP INLETs I 1.T 1 e2 e+slaty DFtf " ' ?" PIS' a 14iA 1AAUIVI pI F`TH ifl i2 - ' ifi3� 4Da DufIQ 1.IFt1'.&eIA DEPARTUVAT OF T9MA iFM$ITATK)N 530 525 520 515 510 505 500 495 49 10+00 10+50 11+00 11+bU 1z+UU Iz+oU rl`��HANSEN ROAD SIGHT DISTANCE RIGHT 15 1'=10' VERT. I "=40' HORZ. 540 535 530 525 520 i a -t -G( „ ,1111 _ _ . . . »«11 11 _„« _ _ __ <_. 9 .,._ _.-- ,1111 ._., ,.. 1111 , .. 111,1_._ _,_ ..,«��,.___._.x, �-, -•. _, ,.,_.» . «......m. - w_..-1111-. _,..««�:.m,„««. __ _ .«., ,.»_. ,_ w .. .., �._, ..w r « .- .-...,....,............«..,...„„»._,._«.M ._.�..«.�.««._,..,. -- --. .._...«.�.�_ _ ... _.. �, w. �.. _..� ...«,_._,__..,_n...�.., ...»_ � W...... _ ..,,..u, w- ,1»1,,,,11. ___...._ . _ . _. .....w�...-_.____1_._._,.u.»...............�««-«...->..�wm _ .°_ 1111., _ 1 1 11_. __ _. _—'--- ,...,..,. _�.�.«,,,,._...._-._._,.__.«_�._-.,.�,.�.,.__.,_.,,_,___.._ __�__.,..____.�._._....,,.._ w ___ _.. - w._ _ ____-_t__-____ ._..m_,�. «-._H_ -...«.,.»........-.�.._ .,.,......,...,._. __1111 _ w. .».«,.__,..._,,.-.....».,.,.._.«,_»__»_.-...M._.....,__._....._.„..._,_„ 1 11,1,,..�...,,_._µ,_,..«-_....._............:-.,»,.,�.•-. T __ ____,_________.= _ .. 1111. _ _ , i ».._..:..a._"...._ .«.,�....,......_.__,'__________l______ ...-.,.,-.. ,,... ._,_.._.,.»,..........mow...,.._.,.,«..r....., .,..�««,««....... ««. 11«,11 _ __-__.____l________,_____.-1,«111«.,. _ _ _u ._w._._..._,.,..,.... «,-. _ _•.»....,_.........»..,...-,„..d.._._._....,...,...,_ , -.-..-...,.... ,,1111.. _....-.._.,.., __.. -11 - ,....._.«,,.,,_..,:,...-.,,.,--„..«. _._._.�..__�«,-,-_,.--.--,.. ---.-1.--1-----__�,__ . _.__�,mh--.,. �u .__ ' _.,.w...._ --,.,.-,—,-,--_.»- ,_._.._:«_..:...........«:,...,......w_.�.-.....--. -4--. t----,-�«--,--,,.,_ M_. ,1111_ �««�,�:-..,,_. w,.........._....-��,.__ , , ____..�_ ____,�_... _ _.«,__,_ __w ___ _._ _ __ _ . w._u _ �, _ ,..w..w..,_ , w.. .w.w _..,.n.«._ .,,,.,,.,._._.. _ ..,mow.._ -_..-.„w., ._ .T 1111 � ,1111.. .,...,.«,.,,.....,.,.,_.,,..,... 11,11__ --., _. - �«_�wH « . n_W.-r µ__�� r; .:« w : ,_., w w .. _ _, :w � �-�.�.._.�M ��:��:,� , 1111 _.__..._._._...._. _ ___________.__ l .___ _ - _ _ _ .____ _ ....._.,._ 1111. _y_ ---- . 1111 _ 1111_ _.__._.w._... _.;,_ - 1111. _. _ -- _ 1111 1111 ------- «. 1. +......_.. ... v.............«.m»u». w..... -,..,,..,.,,-,-,,..,,...v,,,.._....,.........,....._.,.4..»,«....»,.,•.........................«..........,..,.w.°.�..,__,______.____,_,_I_,.-«.......w_ 1111.. r.,. .�, .,:,..,,,..»..,.-,.......«.,.._..,«......:..._:«...-...»,..,... _=-,--- ._......_u ._...,._.,.««..««_...__-___..___,_.�.._....«..� _ _..,.v.«._ .. _..«. 11 1 _,.,..,....,..,....._.»» -««-,w__......«-,.._,....._... 1,. w._ _.. w_ _a,.,««.,-.w««.«..�,,...._e,___,-,,_j.,..««�«.----,.._..,_..«,_._� -,„__ -1--l----- �,..._ �_ 540 _;__ ,_ __ _- 1111_ ..__ __«W. ,w. . _,_ ww . _w_ _. _ w._. - 4.__.,._-«_.._..�..w.-,._.. ,,-r--. _w.,-.. �,._,. ,__. _ __.1.1- ,...-_«,«w......,_... II . -----_—,_,�..._,_...,..�w- _ _ _m Y1. ,,. «._.,..w.._..a,-1111«_-«.. ,...,_.,.v_ ..,_._«,., _ _,.. _..... T._-««.._-... ...__,... -.--l-«-------,-,-,--,.--.—.---." -;.._..:-... _w.,., ..«-_- ,--.«.-.__.... - ____�....�,.-- , ,..�__-,._,««,. _ ,,�.._. ._...«w....«--1111-, _ . -- __ .., «.�.�.«�.�._....__„ I;e_—,_ _, _.. _ .�,,«�.:_ _ __._ «, 1111 _ ,_. _ _ _ ._._.,,- w.�.._..�. --w_-.«..�--.,.. _.___»_..._.., -- ..-.,___._..�.—_-- .1_----_ -- -___-„ w _ti..«1111 -,--«- .- «1111_-_______.___l_ .. 1111.. _ -_ �,,.___«_»�,._.�. ..__�« 1111.» _____. ___..,. a_ W_LL_1111._. _ .I------ w_._,_ ,_-_.__w..�� w._�._ _ 1111.._ w_ o. w . , _. . A_._ ...-1111.._., ..__ - _..__,.- .»-- _ _. 1111 ._ __. 1111_-......_.�..,.-_.�.._ _..,,._,w_° ,__.,.- � -..w-, -.� __ _.-...�._°-.__._»_ .. w.__ . __ _--.-.__- ... _..�..�«�..�,_, M.,.._- _. _ ,.�`.,«'w _._..-,......_«....,__.�.....,..__ W,..�..�_w.,.._._, --- � M... w ,..«_,, . -, - -, --- 111,_1..... _ ,_._._____« � �N .....__._,.� _._w....... ..,.,�.___.____._ .____...___._ .......«w... _.._-_._____ _....._,..�.. _ ._«_r. ______..o.....,...-. _ �_ ,_,_.____ _,_,1111, _,1_111_«__. _ .1111 __.__,__._...__.....�-..,.a_.,....-«-._.«—. __w..._..«..---.., _ __ I 1111_- , .-. .. __ ._ -.., -- - _..« . -�. ,_. , a_._ ... 111. 1. �... ...,._,...,a_.__,..,. .. ..., ._.-,-1111.«.. _........... -1111,.. ..�. 111,1... ... .d_»_._......,...._1-1 :............. ........,w...,.«.,.,,,,....a..,�...,....,,..._.,«.».,. <.. ..«.., ,...._,.«... ..._..,,.. .__.,. _ 1111.. . ..................._....««„-, _,« __..._..,...,.......»......._,....,:.w,.,..«, 1 .. _ ,...a_- ..w�.,. i _. -. .1111..»-„.-,.T,...._..,._ .„-...-. ,,-- . -._- .. ,, __ .___..- _ _ _ I _ _ .,......._,,..,,..»........,..,.:_,._...._.._...........« .«111,1 ,.....,.,._.. _..,._...._.._.....�..8 .. w.......... ,....... ,-.«...,.�.-,.........._..- ..«..�»..,,..w..,...,.,...».._-.,, .............« ,,,... {�}_„..a .., , .. .w w_, a _ __ «.«, 1111,... a....w .,:.....,.w,.,_ 1111..-........_.«_W, ,11:11_ .,......«..................._..,....,..,......_.... «._-11,11... ......,.,,... . �.._ ...«-.-.........._.. -�- ....«,...-1,1_. 1,1.. ,« .....,.,_,,...w,.«...,.:.„............,_...........,... ...... „»...-- .._..._.__ __..._._ _.._«._._,.___.......__.____F__-__,_. 9+50 10+00 10+50 11 +UU 11 +U i zt uu �3ROLKIN ROAD SIGHT DISTANCE LEFT C15 12-10' VERT. 1 »=30' HORZ. 2 - 5' PAI NTED STEEL F)ANEL DOORS --. 1 --- ----- � - ❑ ❑ Bollard ___ } DUMFSTEK I)", ,�,� Il I ----- - — - WGODEN - ' -- I �' I I POST oI-ft- m/ tu� n m )_ >� oz 5D:5 C°Fa:D VI,_a o "-- k,[ -- o ztu L 4 x 4 STEEL COLUMN FOR GATES NOTESa i. TrM ITEM MAY BE PRECAST OR OAST N PLACE. $. CONCRETE TO BE MA55 A5 1F CAST IN PLACE, SI FRDOG PPRECAST. 11 100~1 DN "O T CUTTER HAZING A BMW OF 300'FM OR 1.#'aS (ALOW, FAM OF CI.4Zt;!k SH&L OXPAW Y FOR AS RADOL Ll0401IAATION CL)"o b 4. FA NTSTMMLW BE O T�iMRJ4iLEL �M= P.D1AV}ALtpT. IS, AI,LO+WAM CRITIM. , FOR THE = OF W.,us.EAS O ON ROADWAY �AS0FICATION At$# lE$Nef1 $PEkT! A5 SIIOSk41 >V APPtkX A R OF' TME' 1Ef50T RtlAfi DE's" WMAIAL TAMr AREA MAY BE GONtCOA AT' TME OF+fICfM TIF THE CLwTRAcsaR COMBINATION " CTB & GUTTER Y" WARTId 4T OF TRmY.,PDRTATION THE BOTTOM OF TIE tYM AWD W"ER WAY BE COWTBIJOTED PARA,i.EI: ,TO THE 5lOPE OF +4�E . PROVIDED A `'w NOTES' T. THS ITEM 41AY BE PRECAST OR CAST IN PLACE. =Wsl I Sass Aa �F cAt �a , 4CVACi ;! Pr�6QT, I %All HFAllr b � S1F 3DO FEET. OR L685 fALOI§Li F #CURS# LL PND Fid A.8 Ra{OWd s #JRB. A. Tw !]fP OF CLRB MAY, BE flE9d3CETa AS WJCH S. C tD HAII OR moll by 3* 42f, COMM bTHEITOP OF A iG I#F 3kl P T %WTRMT.1 R�E rI DEP1}4 : i 19^ As � ti, tt P4&Cf S6 6 TO BE MADE FOR A DECAtk E AN " ' I CFPSii, S G6 2 I^s r FFf, A TIE F Ctr t '. GF VDDT RO!D �. -I lI ul ♦: 545 510 505 505 500 500 545 495 1111..___......._.«««,:,_'__...1.,�«..,..,_,...v_ ...._: .....,.,...:..yy.y. _.__ _._»,_...__ 11,,„11_._. _..«................ .I.. .,. . ._...._,.-,.._.._"-,_.-_....111..,__1«.1111.,-»-.,_,,,..._-..___....... ,.w,--,_.._._... ._....,.„..._..: v:..._.....r .,.v..:.. ....,..».>.. -. .-.....•.—, ..._.... ...._...,.,. . ....Lew».......... -�,�,{Ij( a ._._,..._..._.. 1111.. _. __. 1111,__. _. 11 ... 111,1,..«..,°.. ,ffTfI sw .....en. __.,.,...........,.. ......t.J� —._ «...,......._».,._ ........ .»-_w. _ _1 111... .,:.. u..., _-_..+._ .�Mla�- 1111, _. _.._._____. _ __� . 1111_ _..._.,_._. _. .1111_ { ._. _ _Y>e.._.. _.__..._._._...._. _ ___________.__ l .___ _ - _ _ _ .____ _ ....._.,._ 1111. _y_ ---- . 1111 _ 1111_ _.__._.w._... _.;,_ - 1111. _. _ -- _ 1111 1111 ------- «. 1. +......_.. ... v.............«.m»u». w..... .«....�. »11__ .v....... ......... -................._...................- ._, ... 1«111..,,.- 1111., ..»« -....I..--.._:..,.-11...:-1.1................_.«........,..:.. 1111...,_ .,.w.....»...«._....— 1111... ,1111 .„.v - ,,.«..» ..,. 1111..«. 1111... ..n.....+.... <.::.„..,- _ 1111.. .. 540 540 _. 1111 _ _ r . 11:11., -,�•-,1111...-. ,111.,-,«,«..>«1w. » .._.IJ.I -........,,.......,..._.,«..............w.«...»._...,.�. a......w...,_m.................._ ._.........-_...... __......_.,....,....... ..». ....._.,.,.. ._., .............. .....y.... ......_.._,,,,,:.,.»..--.._......,.,.«...,..-............,... - .:,............,,______....,.,_..._...«....,»:......�^�y_____________.__=__.___.._l_.____ ,a. l_ -__,..... __ ...._._. ,1111 ..,..,,..,.»...�.:...,......:..- .........„_....N. -..,-1.-............<..�.,_,°«.I.:......_._._v_._,... ..,.__...,....._.»..... ,.g(., -...s_.___...,......,.._____,._,.,..,»..,.......,.. rsa._ 1111. ,....,._._...,.,«.»..«_........_..,.»..__.A._..„ ,.,__...,.«..:.._,__...,...... _ __ _ __ ..,..Y y ..................«...,-.«....,...,.«. _J ---_---_-----."-^r----,---"--,---"""-,-- _ _ _ __ .,, r,..,,_„y.......w.1_..,. W..,_.:,..,.,._,_.,......, «11,,11,. 1111.„.. ....._...,...«.... �,..,.,-. .,...,...,,,..:.. .»1111,«..»..,,...,._.....:«.-.. ,.y .....,........a..,» .a. _ laj_ _M._., _1,111_ _ _ _ J( _ _ _ 8, PLANS ARE r0, INOKATB 4Y.tIEN CI?NSTidFJC IgI'i..i� A tI<Ci4't. LSH€ I� RfWltET3 ;L' PfTIasccly dAl$iRG£ Acslas c __� _ �_.-� , ��:T Ia L#AWtlY+t<. w .__. M w __.« _,.__ ._ _ _ __ » — _�..a.__.. __.....,,. .w 1111_., w. w _ w _ m w .». W.. _,. OOPII�CTIEr . . 1111.. .. ..,. _ _.._W, ___: _.._____.. __ 11,11. _ __.___._.__ __..l_.___..... ___.. _........-_-_ ,. ...m.. __.,__._..._.._.__.__..-_,, .. _111_1-_. _._....__ ___ -..,_ . _.._...._. - __.._._._.. _._.___._ _ . ._ w. ...._...___, c AESI£MEp IN ACCO£#tdF}GE WYT#i Kt Y" THE APPLICAKE REO 46;:HT5' SECTION A - .. �_-L...__�...\._. 1111 .. 1,111 1111.. 1111. .._..._.__ __..._._ _.._«._._,.___.......__.____F__-__,_. „_._._._........____.._...___..-_._..._._.,__....___.__.__.. :.__.,....__.,__._...___.. - Pi1RTltwl `OF OUTTM Tk7 PROYDE _FdPSITIk ;Iff Adl+Al z AGG1#i.SaS it I3d''£RSEC9'i.. 535 535 ^ _ '. r'=I' D p .a CLASS A3 ” QI'll.. ' S ” y; a'; GOrIFGREfie '^ .� 1111.._ 1111._ ... , __ ._ -_ ___�.._... ___._.._ ____ _ � .-. _--:. - 1111 .. _..__._._. 1111_ .. .. .. -. ... . ._ .. 1111,.._ _.. _ .__. .._.,.___ ._._..._. _. _>_ .. .. _ . . 1111--... 1111._ _ ._....._.._ _ . - .. .. - ._....._____...__..._..___...,..__.[�_.{._.____....._..,,. 1111 1111 ,1111.„11,11_,_ .. _._._.. _.. _ ....,._......_...-1111__ '.__,. ",_- ........_-__. __ .___._._._.. __ ... .. . _-, .. ....__...._,.._._...- _... 1111_.. _ .. _.,_ ., _ 1111.. .. . _ . 1,111_ ._ .,.._._...__.._.... .. _ ,.__ 111,1. - - _. _.,.....___ _ ..__..._......._. _._...__. _._..__..._ .._._.___.._. _._...__...._ ,-.1.11,1,_: 530 ` II__ 1111 530 -------._ ___.__•. _ .. _ :_ -"--".r..---"1".-'-.-.-..,.--,-----.___._ ..____..._.... _ ._.._._.___ ---_ .: __, _m. w; :-- ;_._ .«. _.. _w« __ -__. _-._ 1111_ _.»._ ,_.___._.._.___._._..._._____ _... _..:.__ _ _- _ _ . _;_; .. _ :____ _----_ 1 1::::11 _,_ __.___._.___.. _ __.___._____._.___....__«___,___...:_r _ . __ . _._ ..__._:�::: �-_--.:_ __ _ "_- _._- : _ 1111- ._ ..- ._.._ _r 1111.. _._1111 - _ 1111._ ..-_. 1111 __ . _1 _= __ - - __ .. _. 1111. 1111._ - _ _- ______l______-_,___,- - 1111_.. - __ 1111. - 525 525 ti. _ 1111. _...�... __- - 1111. 1111. ___w_._ _ _ ___ _ _ ___ 1111 _ .. _.__.___ __ 1111_ _ ;1111 _ __. _ 1111._ ___________.._ 1111 1111___ .__ 1,111. ______... __ 1111.. _ __,__.___... __._.___.. _ .. _.__� _ . r . _ 1111..,11 __ _.:[._111,__1.____. _ 111__._...__ _._._.� -_ _1.1.11_.__._ ___-_,___-.. __-.-..-_.-..-__...-__ .__.___._.__-.-11,,11_-1.1.1.1__ ...-_ .-..__.« ..-_ _...- .�____ .. ____..._____._- __ _ _ _ __...__,_ 1111 .. _._.,_.__.. . _. _ _ 1111. _..-_-1111 1111.. __ _ _ w 1111_.__ ______ , _ ____111-1. __. -.__ _____ ._ _. _11..11__ ._,__,-_._-_.-.-__.. _ ._ _ __ _ . _ _.___, _ _ _ 520 520 ___ _ --------'1--, 1111__, :_ _ _ _ _ _. I ___-_ _ .. # _ _._ .__-- __. _ ___ .I, ___._ .. _ _._ ,_______-------_--__-----____I-- ._..i_ -..__. .. ....____ 1111.. ___ _ .. 515 515 ___...t._ _. ._ _ _ ._ _ . 1111_ 11,11_ .._..._. _.., 1111.1111. _.. _.._...___ 1 111._____._..___..,_...__.___..___.. ..._..__..-"'�____. 1111___ .___]________l_ _ .. 1111 . -.-- _- ._11.11. _ -__-l_-__- 1-.....__._...�..._.. ..._..... ... .11.1_.1_. t_ ...-_......_» --. _.. 1111.».. __.,...., 111,1.. 111,1 _.......«1111.._,-11«11 `--"'....I-1111.__ .. ..-_._.__.__._.. 1111, 1111.. ------ .._.,.__ . 0.. - ... .. 53O—. __ _ w_ _._r-_,,. _ __. _..--- -1111 _ 1111 ,1111. _.«._ .-.__ ..1111_._ ._.-_ _-__ . _....._. _.___..... ...____.. _ .__.__ ___.510 510 _._ - Y �__.__.__.___. __...._____._....._ _ _-------__. 525 - ___ 1111.._ cx ._ _ ___ _ _ _._m__ _._...__ .._ __ -_. _ .__ _ _ 1111 ,.. _._, . 1111 .. «. _ _ _.. , 1111 .. _ _.__.__..._ ___ 1111_ _ . __. 1111. _.,. __ __. __ _....._.,_ _ _ . 1111. _ __. _ �__-_ _ ___ :_ _. _ ___ _ . 50 -- L7 V +50 520 515 510 1U+UU TU+DU I f+UU 11+OL) IL+UU ILtZ)U 2 HANEN ROAD SIGHT DISTANCE LEFT C15 1"=1il' VERT, i'-40' HORZ. 13+ ______._..____.._ __.__«.,___,_.___.______..__ _.-.w__.._..___ _.___...-__ ;;__.-�-_-.______.. 510 505 505 500 500 495 495 AGO __M_-_ _._ _ - ______._... _ ___ ., _. _ ._ .__ .__._ _ .__... _ 1111 ___.___.. _. _ _ _ . __ - 1U+UU TU+DU I f+UU 11+OL) IL+UU ILtZ)U 2 HANEN ROAD SIGHT DISTANCE LEFT C15 1"=1il' VERT, i'-40' HORZ. 13+ ______._..____.._ __.__«.,___,_.___.______..__ _.-.w__.._..___ _.___...-__ ;;__.-�-_-.______.. _ _. ___._ ___..___,________ _.___ __. 1111-__.._...__ _._._._..__...._._ _..:-_,..___._-_ ..-. __ 1111_...._ ----- __.__-_-.__l .-_ . _ 1111____ _ _ _.,___.._._._..... ..--.- -. 1111.- _. __ __ _ _._.__..__._M__n._.1._--._,___...Lc%. __..___.___...._._. _._....._,__.___. ____.._._,..,. _----- .._, _,_...-_. ._-}-.__.._.__. _._.,.__._.........__ ....__. _..._....___..__ _ _ _ _-._ _.. _ .. ,..____.___ ,_ 1111 �....____._..__...,.. ... _,__.__.._. _ _ .._ II ... _ _.-.. __.l _._ _ 1111. _ _. W __M_-_ _._ _ - ______._... _ ___ ., _. _ ._ .__ .__._ _ .__... _ 1111 ___.___.. _. _ _ _ . __ - _ ...__._..- __ _ _ _. __.______.__-___l_._ . _ _.. _ I _1. .-_.,,_. __ __.,__ _ _,., _---__-._ .___ ,111 1. __ -. _.. _, _ . _. __--,,l m__ .. _. _ __ _. _. __. 1111,__. _. 11 X75 I i _. _ .-1111. .1,.1.11._ 1111, _. _.._._____. _ __� . 1111_ _..._.,_._. _. .1111_ { ._. _ _Y>e.._.. _.__..._._._...._. _ ___________.__ l .___ _ - _ _ _ .____ _ ....._.,._ 1111. _y_ ---- . 1111 _ 1111_ _.__._.w._... _.;,_ - 1111. _. _ -- _ 1111 1111 ------- _._,_. .._.______.______.o_. ---.__-__.___._..__w.._____...._.__..._.._ __.� i. _. - — -, i __ --l'1«-,. _w-...�___._z. ,- ,...m__w,.. ,. m m,._,._. _. _ _.,_,_,....__.,w _ _.,..._--., _...__.. . �_.. w..., M . ......_....-a... ..�.�._�_.-�._._« _,_w_ ._l_____... , ,.,._m___ _ ..«._-1__l___.«,._,.«._._. __. _.. _�.._.__ _.. -1--�,-,--.__.-_.-.� _,_1111__ 111,1 . _ N _. 1111 _ _ r . 11:11., -,�•-,1111...-. ,111.,-,«,«..>«1w. » .._.IJ.I -........,,.......,..._.,«..............w.«...»._...,.�. a......w...,_m.................._ ._.........-_...... __......_.,....,....... ..». ....._.,.,.. ._., .............. .....y.... ......_.._,,,,,:.,.»..--.._......,.,.«...,..-............,... - .:,............,,______....,.,_..._...«....,»:......�^�y_____________.__=__.___.._l_.____ ,a. l_ -__,..... __ ...._._. ,1111 ..,..,,..,.»...�.:...,......:..- .........„_....N. -..,-1.-............<..�.,_,°«.I.:......_._._v_._,... ..,.__...,....._.»..... ,.g(., -...s_.___...,......,.._____,._,.,..,»..,.......,.. rsa._ 1111. ,....,._._...,.,«.»..«_........_..,.»..__.A._..„ ,.,__...,.«..:.._,__...,...... _ __ _ __ ..,..Y y ..................«...,-.«....,...,.«. _J ---_---_-----."-^r----,---"--,---"""-,-- _ _ _ __ .,, r,..,,_„y.......w.1_..,. W..,_.:,..,.,._,_.,......, «11,,11,. 1111.„.. ....._...,...«.... �,..,.,-. .,...,...,,,..:.. .»1111,«..»..,,...,._.....:«.-.. ,.y .....,........a..,» . _. F. -. :5Y^ _........«.......--._,........:.n..,...,...............«...._''....,......_.._,.:........._.:........,..__.,. .., ............_...m»»......a..M«:.....,..«._.....,.... w i ........„_.,.......,..... ,..«.,....._.,..,,. 1Z+50 13+0 49+50 10+00 10+50 11+00 11+50 12+00 K�4 ROLKIN ROAD SIGHT DISTANCE RIGHT C15 1'=10' VERT. 1 *=30' HORZ. -CMU ENCLOSURE j'r G' HEIGHT __1. _ 6" - 3,000 PSI CONCRETE 2 AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR aQ_o4 BARS AT 12” O.C.oo o o Qooo n 1_= � i _ 4” COMPACTED VDOT #21A I III lIl Ili III—III COMPACTED SUBGRADE '� DUPSTER PAD DETAIL 510 505 500 495 0 12+50 13+00 I > i... ;. : ,:£ ' '. �f, Ii' �� n, ul I ti ti \ : �:: wl 5 d k Y .:.1..w...... \.,,: v....... .. 1111.. ...: 1111 .. ,< ':G ...c.... � A gNTRA1FCLT. Y&7.IA�t A J� ST#iE.1=T Ar�RRS9AC,ll SAM SI�F'A6'>1!TG, tRAt#lU5 T® AS 1 I 'A5 �I ��44 ENRAI I!s :' 5faYt .INE 3iKIADWA't` NO3 a a w1urI ON PLMP I 1,3 14fi It!- As ® 1111 ,.URe-. ,I_ WHEN USED, f" GoPY'4tfcTIDN WITH STANQ .CG -3 x3it.iGG-T:TtIE CURB"f E'ON THM �7ANDARD15 TO. ". w Klwl Al�sr .. +� II fi - OR tx'i- yy I- ner,....- :.P.- 11;_11 11 r` .. I 11 X75 I i r.R ;#. MAMME PAVERENT SHALL BE CONSTRUCT€D TO Tr(£ I La ISIb:lz:lo:: �_r___lR_ � ._ �-_,-.-- -". i`g FiElS4tREL� FON"MN PAV NT AWI IG8 CAN 4E z31Ai'p %:'Tw AA#GF;t'. 13 } ?5 4lti _ - NOTES WRi'YFI B `-D,E OR, AxS 40 A1AH,ILDiE RKIACIi119.Y., ... l} I 1-56 2�3 . _ .. } P II I KM A Tr COL0 4r' MEND -GWFN. BA"G3�OW -�-WtM [9W& QIAL.A>P4�L;C�,TWN1 W -,&K tbtll�S: IEGENLI .�-4YJ61IlE 1 gNTRA1FCLT. Y&7.IA�t A J� ST#iE.1=T Ar�RRS9AC,ll SAM SI�F'A6'>1!TG, tRAt#lU5 T® AS 1 I 'A5 �I ��44 ENRAI I!s :' 5faYt .INE 3iKIADWA't` NO3 a a w1urI ON PLMP I 1,3 14fi It!- As ® 1111 ,.URe-. ,I_ WHEN USED, f" GoPY'4tfcTIDN WITH STANQ .CG -3 x3it.iGG-T:TtIE CURB"f E'ON THM �7ANDARD15 TO. ". w Klwl Al�sr .. +� aE r€t To IIAra' TIS 4T I fi - OR tx'i- yy I- ner,....- :.P.- 11;_11 tkdFI011Ad4_ TR+, r` .. 2. �pyEyE-'S1 AiRD CGr12 FOR CURB RAMP''DE54GN r4 #IC .. 1111 lmlS wAI. 1111,--'15iit6kALK its v;.!.ti.. YT7 hi 1"!i $T'1fiFN:iI Q. I IMEE - - - NOTE 8F � ' ZTION& � dIFIPAV.Eb SPACE ' ",:.. ... .' ;#. MAMME PAVERENT SHALL BE CONSTRUCT€D TO Tr(£ ii'Lt to I ow, LINE_.._ RA W-`UME SfXGC€G°T' M ' GRA0E''S'pJdfQ.C�"A1l0N �_r___lR_ � ._ �-_,-.-- -". i`g FiElS4tREL� FON"MN PAV NT AWI IG8 CAN 4E z31Ai'p %:'Tw AA#GF;t'. ' - ' .EXPA7'15(4§N ITIIhCf I E:11 , , ,b6[MT .. ,4, R CU" OR, .MATION CMO, W TT _ - NOTES WRi'YFI B `-D,E OR, AxS 40 A1AH,ILDiE RKIACIi119.Y., ... tk L ROT SE' BINS Cim SEYON6:TFIE aid! !_INE ,ENEfPT FOg :.EI1'#' P41T# 50_ - ON "'TYf�AL AM O3!k, ' .: ... .. RLd1 VIEW EP,i`ifANC NATES S. 4PNEN HE fR4ThA+'i RABR 4;ANNC'F ACCOMMODATE THE AtAI¢p,IKE .WCAAfiAwAY Kle`+E. -. T RE TS, OF ANTICVATEO HFAVY' TRUCK, 1 .. F�I TW . FOR - 51DEWALIK k`. C; 4Vr i#At 0T.RMA ".. TTY'FIR/189t.1::.CLWTV'E 6ENTRAiaOE 411 :YY LWS OF THE RA SHWLi# BE tN?&S>=i7 T4 " t'C>731 8S MA%. :- i2 fACE OF PAVEMMNT L?R SEtJPE Gk�.AkXOE - ^,-: -m- --. - 4PilOtlf3 FtsTW illi:.. 8, PLANS ARE r0, INOKATB 4Y.tIEN CI?NSTidFJC IgI'i..i� A tI<Ci4't. LSH€ I� RfWltET3 ;L' PfTIasccly dAl$iRG£ Acslas c __� _ �_.-� , ��:T Ia L#AWtlY+t<. T �NTStAi4; - 8%;4AX. _ , tl $E . X,4 .. ,,••..."--•.-�.- '#. ITHEI DESPLABLE AND um EWR.M ORAM CHAkGaES ,G , LI M HF L *,JL T4 ICF `F-ASYE. 0 'ftl `a£ YAWNS + NOT ?,PPlJGA91,.E TO STREET OOPII�CTIEr . . s'I�r, m,;E M _ INTERSECTION' NOTES 11 B: WHEN CKs-T11S FOR 5-rREET KCNMCC?'iDkl 7k:E M C;I6 ROOT GRAM CN?%+ k� IffiTH A PARABOLIC AVE.. c AESI£MEp IN ACCO£#tdF}GE WYT#i Kt Y" THE APPLICAKE REO 46;:HT5' SECTION A - OF TT E V156T ROAD DES” WMAR.. MW STOPPW I#-mic,1: ANSI W m I fq°r 9, 010M F-LO�WL94E M4V REOUM WAR€�IC TIL` .A ” q' .: Pi1RTltwl `OF OUTTM Tk7 PROYDE _FdPSITIk ;Iff Adl+Al z AGG1#i.SaS it I3d''£RSEC9'i.. .. CHANGES ALLOWABLEENTR CE G , ;AIDE AN R ^ _ '. r'=I' D p .a CLASS A3 ” QI'll.. ' S ” y; a'; GOrIFGREfie '^ SECT N C - NOTE: ALLOWABLE ENTR APPIkA$LE TO `S I fi TREATtElT $le i t3tt► CTI ISI FOR ET INTEP CTIC3 IS COIMEI PAL. ENTRAi+t�ES) 11 11 :°�IH61mA, iiLTF'.'IRTRwK?•':of * TATJQN 01-2AR 28, 2G . ; EXPAd, IiR..JOINr -UAACK t3F SIDEWALK A S,AR5 As -I n rllw ,, O:O .. 1111 �----- d.» �' 3 rg .I L. PLAN VIEW NOT 61 1.GA v. WAX72' : -.: :GAL.VAr = Mc a x Tx: ! I - .. ' w., ql , ''-•-WflPED SECTS 1) L _ t PsalTs ,'"p . f. I BEPORf £„ �$, a : o WAR $' 11 ' MS.f E �" 8 a �^AL �. MEQ. A t, p ILL Ia�Xi L4 liX ,4„ I � �(,, -1 � STUD .SfT MA "IfTOi ; SECTION. I C- TO Iou r�,- FRON"fT ELEVATION �p�eTIEnSE ra. i 1I a YT Is USED SECTION E- E WARPED, t I _ L . x-__._ _._., BARS A.t - PPPRQACkI-1TTIrR t T., 17�_o :,< p• I I ;o I 9 4 `� - ,WEEPHCILE s ! If ,. L 2� X2} "xT1" 4 ,, ey BARS A� - 5£E G}C7TE & '� #IA7ES `i° .(JhI: ,,AY- kla �Act �� Sys o. I @".- ° I - iIaHAAs .. a I ;�„ xa s�sT A;R. Drtl fl1-2C .. .. B:Ad{S F y .. 8 C -G : T e r YPk A TYPE I3 I aF I r _ T R' STEPS. NOSE DETAILS I 'F�L',QW . ,. SEE 4IO I 5 TYPE A 6PSE DEIAiL St ALL BE USED WRH DO -7 sTAMITMP I I s-,7 TYPE B SIC tIzroo- SHALL. LIE, USM 'WITH 0-' 3`T f?VID k. SR Q$C IN SAGS SECTION N A -A sI I".ceul ca s'wEII EII Ta. ANT o xc4r_ 9DTt1.'R16Ea TO BE 5YWd£TI'%tCAL FOR,STFR-I)l;TrVLE SEE SID, ;T-fi. V� - ..I I I 11 I I I 1[3F1 ATipN STANDARD CURB DROP INLEfi �� I��A sD, slur a cap dirt ti Y 12" - 24" PIPE- MAXI ILN DEPT4 (H) - 9' �� W4_03 Y MA OFA'ARTWPIT O TkAH$PORTA 3C2 0 I gNTRA1FCLT. Y&7.IA�t 1= I�s� µAxuxarll ,._,. - IAS' THr�H'#7 L+?'ZS KI -.'x . . i ... i : I,1k1+Y''- LLE u'1> 7'IiAIY 56t5-'vm ';5 Pi .I SECT N C - NOTE: ALLOWABLE ENTR APPIkA$LE TO `S I fi TREATtElT $le i t3tt► CTI ISI FOR ET INTEP CTIC3 IS COIMEI PAL. ENTRAi+t�ES) 11 11 :°�IH61mA, iiLTF'.'IRTRwK?•':of * TATJQN 01-2AR 28, 2G . ; EXPAd, IiR..JOINr -UAACK t3F SIDEWALK A S,AR5 As -I n rllw ,, O:O .. 1111 �----- d.» �' 3 rg .I L. PLAN VIEW NOT 61 1.GA v. WAX72' : -.: :GAL.VAr = Mc a x Tx: ! I - .. ' w., ql , ''-•-WflPED SECTS 1) L _ t PsalTs ,'"p . f. I BEPORf £„ �$, a : o WAR $' 11 ' MS.f E �" 8 a �^AL �. MEQ. A t, p ILL Ia�Xi L4 liX ,4„ I � �(,, -1 � STUD .SfT MA "IfTOi ; SECTION. I C- TO Iou r�,- FRON"fT ELEVATION �p�eTIEnSE ra. i 1I a YT Is USED SECTION E- E WARPED, t I _ L . x-__._ _._., BARS A.t - PPPRQACkI-1TTIrR t T., 17�_o :,< p• I I ;o I 9 4 `� - ,WEEPHCILE s ! If ,. L 2� X2} "xT1" 4 ,, ey BARS A� - 5£E G}C7TE & '� #IA7ES `i° .(JhI: ,,AY- kla �Act �� Sys o. I @".- ° I - iIaHAAs .. a I ;�„ xa s�sT A;R. Drtl fl1-2C .. .. B:Ad{S F y .. 8 C -G : T e r YPk A TYPE I3 I aF I r _ T R' STEPS. NOSE DETAILS I 'F�L',QW . ,. SEE 4IO I 5 TYPE A 6PSE DEIAiL St ALL BE USED WRH DO -7 sTAMITMP I I s-,7 TYPE B SIC tIzroo- SHALL. LIE, USM 'WITH 0-' 3`T f?VID k. SR Q$C IN SAGS SECTION N A -A sI I".ceul ca s'wEII EII Ta. ANT o xc4r_ 9DTt1.'R16Ea TO BE 5YWd£TI'%tCAL FOR,STFR-I)l;TrVLE SEE SID, ;T-fi. V� - ..I I I 11 I I I 1[3F1 ATipN STANDARD CURB DROP INLEfi �� I��A sD, slur a cap dirt ti Y 12" - 24" PIPE- MAXI ILN DEPT4 (H) - 9' �� W4_03 Y MA OFA'ARTWPIT O TkAH$PORTA 3C2 0 I `tr, ��. I i ... i : °' A acT _ , .a 4" - 3,000 PSI CONCRETE 1.5" SM9.5A ASPHALT 2" 5M9.5A ASPHALT 4 a- .�,� / °�°o°�°��o°G°a°o 4� - VDOT 21A BASESTONE PARKING TRAVELWAY PARKING .' 3" BM25 ASPHALT 0 0 0 0 0 0 0 0 rq •C1' 22, O' 9.0 p �oago�Y�o©oo ;opopope 0 0 000 0 000 <-) 6" COMPACTED VDOT #21A — pOpOGOpOpOpOpOpoQ _ 11 —I I —I I COMPACTED SUBGRADE : ;.:< 71-->= -<.- o 0 0 0 o c o 0 o I —_III _) I I—_ -III_ _I III—I L I I I I I I A f I- ` '� oe o° — — - 6" VDOT 21A CBR=10 _}�F ',� III I I I �I I I I I f� I I I {) ({_{ { {) (_� {{ COMPACTED SUBGRADE, CBR 10, FIELD VERIFY TO BE FIELD VERIFIED °Sao° °°°°°°'°°° �., °. ° ° . , °. ..: 1,111 ° G-6 XITING ROAD NEW SECTIO —� ��"'' �COMPACTED SUBGRADE, CBR 10, FIELD VERIFY 8 PAVED PARKING LOT DETAIL _ 9 TYPICAL SIDEWALK SECTION 17-2 Pedestrian r�'lil • • •: No. 100 1 INCH t i No. 100 1 INCH SitePlan 1/2 INCH General Notes 3-4 5Rw Details NO. 200 Wall a 6 Enlarged Site Plan a .• C i) • Wall ♦ 1 423 ` Wall C - 5ta. 1 to Sta. 117 Wall ► a ! to Sta. 0 Enlarged Site Plan a • 11 -a ( 0 toSta. #s 12 Wall a i to Sta. 195 13 Wall a0 toSta. a Revision: -_ Well a i to Sta. 75 14 Wall a 4 to Sta. 15 Wall • * to Sta. 192 w Arltl* VMYAr A WALL F e SrTE PLAN e WALL C �rwrirrrrrr . a e a Anchor Diamond Pro Segmental Retaining "Wells Hansen act (The Faint) Church Albemarle County, V r inia Site Plan Adapted From The Gracli Plan, She 1. e p - ng cun� �t Mica. of 4, Doted January 12, 2 18 (Rev. � 6/26118), Prepgred by Shim p Engin ° n8, P,C, Site Plan For Illustrative Purposes. Approx. qak, 1" = 100 FT. Non -Woven Filter Fabric 4 FT Wide Mitpf i 140N or Eq vinlens 4" rap, Unit Secure to Top Unit wl Concrete Adhesive Anchor Diomond Pray units —1 Drainaw AggreWc VDOT No' 57 Stone 1�n 12" Thick Weephole brain to baylight 40' OC Spacing (TYP) Extend Beyond Wald Face Geogrid Reinforce (Typical) --- Refer to Wall Profile for Geflgrid ";type,. eogrid Length (GL) and" Location 24" Vertical Spacing (TYP-) Reinforced Fill x.Y Granular Soil fell Compact to Mira 95% r a'ti`fi Stundurd Prat#or Density 4" Dia. Drain Pipe ; (yes: Drain beton) ✓ 4 ;` r Stone Level', Pad V, 6" Thick,x 24" 1 ide ( (See Wald F'rtafile) TYPICAL RETAINING WALL CROSS SECTION (Not to Scala) Rear Lip NIS 11 18's 1":Sethock all ANCHOR DIAMOND `"! UNIT scale)(Not to Road W Hansen Road I • • II f- V Circe Ili _ a 5956 Suckland Mill Roadp, Acanoke, Virginia M19 f 366-2379 904-6200 M-MM� 11 fa 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 b -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-bIAMETER 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 ASTM b-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 GEOGRIbS 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 NEXTCOURSE 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. 9.4.0 REINFORCED FILL SHALL CONSIST OF GRANULAR OR LOW PLASTICITY SOIL FILL WITH USCS SOIL TYPES GP, GW, GM, GC, SW, SP, SM, OR SC WITH A MINIMUM ANGLE OF INTERNAL FRICTION, a' , 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 ANIS A MAXIMUM PLASTICITY INDEX (PI) OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER, HIGHLY EXPANSIVE 50ILS (MH -CH) SHALL NOT BE USED IN THE REINFORCED FILL ZONE. 15.0 REINFORCED FILL SHALL BE PLACED IN 8-I1`14CH LIFTS AND COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM tb-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 bENSIFY 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 1910 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN PARAMETER5, 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). V Setbacl' (Not to .Scale) ,open Gens Filled With Stone) W= - UNIT`/ R DESIGN PARAMETERS: 1 BUILDING CODES: 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (U58C) AND 2012 INTERNATIONAL BUILDING CODE (IBC). 2 THE WALL PROFILES ARE BASED ON INTERPRETATION OF THE GRADING PLAN, SHEET NO. C8 AND SHEET NO. C7 OF 14, DATED JANUARY 12, 2018 (REV. 2 - 5/25/16), 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 GEOGRIW 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: Ym, 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 FOUNDATION 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 l EQUIPMENT. DO NOT USE HIGH PLASTICITY CLAY (CH -MH), ROOTS OR TOPSOIL IN REINFORCED 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 = 14 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) i. I i- N w UJ > F V) �I J t9 > l w V] t} w -iw < I cn U Scale Sheet No. C1 6 OF 19 AJe 'e No. 16.025 Hansen Road (The Point) Church Hansen Road - Albemarle County, Virginia -i �' ar CIRCEO GEOTECH 5956 uc attd 8 kl Mill Road ^^++ Y M Roanoke Vr inial 24019 J t Phone. (W) 366-2379 ) 904-6200 Scale: NIA Project No. RW -2126 Date: 09/23/18 _ Revision: -_ Sheet 2 of t i. I i- N w UJ > F V) �I J t9 > l w V] t} w -iw < I cn U Scale Sheet No. C1 6 OF 19 AJe 'e No. 16.025 554. 552 - r3w ! Ulm - � -,__�_�_ I " __ � � � � --r7-- - -1 - TOC = 538.33 , , , , , 1 4 . I 1 . 11 I I ; i I , ; � . i i I . , j ,�, � , I I � : � L_ - �, - � � 1 _!� --- - . 11111�_] --- I -i- I I -.-- I— . . , _1__ -------- . I . ---- C = 534,33 , , I T ."=i -, .. �� I - -1. _±�L - , -i I I _-�L -L`- 1. I 1. I - -:� _- TO - - - L:�_ ; , I - ! I i � ____ 546 1 o ; I vi 11 +� -1-1- 4 1 � � - I I F_ -----j.---!�---t--+--_- - ' I � TOW = 538,00 � I 3 � 11 - -111 � I" = 11�� "".. 1 7 I i �_ i _! ! I _. � --------- .. � "I t i I -, " + I I ,--� 544- TOW = 534.00 - � I � I I � � t T 1 E I I , - I I i I c I I z i t : : � � _ I I I p i , _ - J_ ---- L--; I � --- , H _ _.. 1 537.00 -•I— � TOC = ; � , I � 1 , , I S w''. i " � � I I ; ; t � I , � � . � I .. ; � i i , � � � I , . 6L=4FT . i , � , ; I f i 1 i c ; . . .. -1-1 --- - . -_ _ - 1_- -_-_ 1-1. ---- , I I I - I - __ __� � ... I_ , � �, _ " __ � . , : � . I 1, --- m " ----------- _ - - I i - � � ; I I F TOW = 53&67 t ; � I 1 1 � � , T I I'll � � � I , ; --- ;;-J;;----;4- : � , , , � I .2 W 11 �� I � : - ; -I! ; -;;;-"" � � *1 - - � , ,'-,,',',',' ; i � i ' , I +u - &L = 5_5. FT P '�- #- O'" - ;�; -L=5,5FT '�' '*' I 2= o i �� , ,� - -1 ---r - - .i ----- I_A1_____ _t --t- - - - , --I',.---- __ - -r- �__ L__ f � -_ _ I t._ -- � __= =� C ----. __ -_ _ -1 -_ - �_x - - I I . I I , : I � I ! t : I � , . : I I I I I 9 548 � . - I i i I ; I ; i -.-T- _� 'L�, ' I ! i � . I I ; I � I q I , - - I I 3 3 5 FT tL � , , � __ , . "W r _ten',_ - T'-�_ i . .I-, ! � ; I - - - -i _`� .. -�"�_- - -4 Q, � 0,5 FT �' - `, - t_t _ , 1 , m__ ---i -41� ,"--- " '" - _� __ .,_,�4_1 0 1 1 � L , �' , 7 = 5.5 FT , i L � I - I , -- , I I -11 1�! .,- I � I I I , � � I 1 � 4 � L � I I � � I I � = I I ArnmV � 7�77 --',-. -i - � I i � , 1, '4, I I I I I , - C " b I i w . __7; 1 1 , GL � 55� FT - A - 1-1 .owl 1_1 -1 � . s ." -0- iq-,? 0-4, 9 . . - � � 4---im . - 1�r'_, .4-111111r, , � ,it I I 1��: 4VNIT, ,-, I �__ TI- � , " - - . I . - 5�5 FT i �__ 1. � . , , I c ; r- - ; � � I I W� 1 T ; � �:�,,7� � � - 11 i I . 1 544 . 61. -- 5 FT *4. ! I � I I o ! ; I : ; i I � 11 , ��,- � I � I . . i � I ; . i �`- I ,!� � , ! ; I I � t 2 I i , � 3 1 1 � i � ..I I L I I I I , I I -- � " "; ,'- ' � 15)32- . � 1 4\ 1 k ;� I _. � 1.� %� �. , - , - ,.4 - - - - - k!",4-,'",#;'1.,� z,',�,.,%�,�-,,��', .. . . . . � I 111A,,� tN � - 1�11 " , '_ ...,,�,�,�,'�".��",,�"",��,,""��',,��,;` I " . ".."I'll-, , , I 'L � �`-',,,',� �",�7-,��",' ,-6:, aw 11 �� 1� 1�-. ��`,_11+�, 11; 11 _% I - , � GL�4ff 77 1, 1. FT �7 �" I ','.,��"":,��"-".,.,i."."!,., "," ,,,��C�%, " - -, : ,:,4,,�,,�,`�L",�P , , I ��,�, �,� '�� _� ""�',�`; �4;� ,,t� � _: ;�,_ - -, ., , """ , , - - �� " 80W = 533.33 , �' -, ��"OW = 533 1XIIII-1111 - - - 11'.1 ., .� - " , 133 " - �, � �',',`� 11'�1�1.v,c' -, , �-, 1.c '" ....... ... � " � I . � I I I ', -,:, " ,. . , , +, -, " , ,� , ��Z, ."; 1) I" V UNJ �, �,�..'� ,' ,, �",. ,,_",� �'11�,11. . 1�, �� , ,., , � .1. "� �� , ,� " , - , , . , �� i , , . , ,� " , 528 ` -, , '', , , , - , , I , I 11'. , , , - , � I " 111- , - , . - ,.,, , �� , " .. 'i� ... . _;! " " - I . , � W = 532 "i,,',,.,,',,,,�,,,,,,".-"",.��l.",f,,!",:,�.",,�."-,,,r�,-,�.,''.,��,� -,�� eyeling P '�� , " � t 11 . . . ., �,, _,,,� �. , , ,,, - L ,,4- �, I �: - I , ,. -. , . , " " - �!r � "", ", i . I . "''. , , , %,;',,,-��.,,,--.�,��,,-,�,l�,,,�,,, ", , - . I . ',. , � �,!; ,, .�e, -o ,�� 1.�: � ,, � " , ,,, -4 : 11 11W �:, 'I" ,;'t 1- ��_ , - C)ra n Jpg 1 526 -1 �f 11'1,�Iolil, � . L � ''.., � .L;,)i:'j,,. " , �, , - 40 FT O.C. (Typical) � . � I. ''t, I I . � I � i �: � " I Ito Daylight BOW;; - 11 Ii - I I ---Pr posed 6rade at Bottom of Wali , - 1 i j _ , � i ; I I i � i I .1 I I , , � . , I I Bottom .. . I � I � ; ! , ; it 1 1 =4 !I , ; 1 11 � ... �..�., I _ I f i 1 I . . i . I � , L E�fl 30 40 60 70 Lz�j 80. go [!�] 50 I - . I I I Sta( tion ft) I I I GL=4FT 1 li I - � 1 -5 61. = 5.5 FT P-t"All- SL = 4 FT ---*.-, I � -------------4----------�------.--- __ - ----- --.-,.----�,'-----------,--,.-------,-''.,.- --_-----_-------_--_-I �__.__ __ � 1. ------.-------.",-------.------�---�.--.------�.---------.---i--,I --------- ---------- i ______ I I ,- ,,�, t I , , 1, -, r, " � 11 N 11.11, _ -.1, ,� , .111.111111.� , , Qi W� ,�, ", N;,,' , , . I 1.1� _ , ,� , , "' ',f , �� 11 � Y 1-11, I I < 11 I , , \ ___,,,, I I I I 0 , �, >M� I � - I 11 i� �4 1 -4- L113 Al / ""� . . . . � I , - . I I 11 "I'll, I I 0 11; 1� .1 , 0 __J �j " 1 - I k -4 07 I'll / , �, ,,, ", / - - .. 11 �< I % I U `�� 1 � I . I � I I , .1. , � ,,, z < r� 11 ! 6 0 t_5 .�? 2,�l / ! "� / - � � / ,/ _.� �, 9 I z 7, z A, 11 " . Sta .. X, I 1, _�.. < .. A " '. , �� , ! 1� : � : + " �, " ��. , I 0 �� ," i :11 . , , ,�� I ,� , , , *& - I " fz 1, ,�.. - " � �: I , - , ( " U , I ;: : -) � I � - I . L � I - 1�:! ': L, ,, 5- Z,/ A I ,,!� ;� ,. I 1, � -0 Sta &Mzo �� " Q .�, .�,:,.? �� 0 W .-I r � 6.. V) f ;;-11 ca 9 :5 X U *t L� All VDOT No. 57 Stone . r in Reinforced Fill Zone , - RETAINING WALL A Sta. 0 to :Stix. 93 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 psf I 57 Stone in Reinforced Zone r . . Limitations 1L scab; V = 30 FT W�- k",ED -SITE PLAN I 0' 115 io Hansen Road (The Point) Church Hansen Road - Albemarle County. Virg nic CIRCEO GEOTECH 5956 Buckland MillRoad Wa=ng, p,C, Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (W) 904-6200 _ Scale: H: V= loft. IV: V= 10 ft. Project No. RW -2126 bate: /23/18 Revision: I __ 1 Sheet 5 Of 15 I j � I ; 11 �'M ,,' �'t '� -.1 1 3� , I -,r rf . " , . . r IV, - � . I � � r , i ' S I ; I I I � � . � I � � I I I ; : � i ) i I c I i I I r � ; r i ; �, I I : ; I I � i I r t � jL ; , i t ! � - i � ; , 1 1 t , I P I � . : I i I r � � � ! � ! I ! ; � I I � � � � � � � � � i 2 . i � I � 1 3 1 ; � I o . I I I i � 1 1 i i 1 , : 1 ; i � I r i f i : , ?, : I � � ; I I . , I : r . I � 1 1 z I ; , 1 '� i I � � = � i � I I I � i ; I i 1; 552 - N i I i � L . I I I i '� . � . I � I I I � I � ; i i I � I � I i i ! �, i ; j �1 I I F I t I !� ; Ir . TOC = 542.33 (High Point) i I g r I I i i � i : r g � . � i . � I 1 0 1+1 r� � ! . i � � I i I I i i i I I f � I f f i . I I L � 1 i I - � r ; I i � � ; _ t I . L � I i 'I- TOC 54033 . "! i I : ; � :!: I. � I � I . 550- � r � I . . � � I Mi 42" Safety Handrall or Fence � � i i i I ; r I I ! , t I 1 �1 , � i I . ; � r; I . � � , ; � � I ; 1. I r Ir ; � f Ic . i 1 J 1 TOW = 542.00 � t . ' ; 1 t , , - �� . I z , ! �, I I I � r TO( = . � . I � I I I � r 1 3 I 0. � i _ ' � 1 : i I 1 f! . I � � �3 I I I I , 534.33 I TOW:z 540.00 , I i . !! � ! I � ; : 1 1 ; I I � � i I � I ,; r I I I i i . t . I I I I ! t i . � 6 i 1 � ; � � � . : �i I I I I i I r , ,� 1 i t I � . . i �i � ; : � . � � I I . z � z . � ,r � ! t 'i , f�, I � I r � I ! I . i i . ; � � H � I � � I 1 ; o 546 � I 1 'i ; ; i I � . ; 1 � t I ? i � ! I � � 1 J I i , i 1 � � � , I i I ; I i I L � � � - I i � f i �! 1 I I I k I 0 TOW = 5.34,.Ov I � t i - I i r r . ;r ;� I � i I . � I � I I W � I r I I � r I � . 1 : I 1 ! � � ___�_�: ; 11 : "IN ; � � i I � i. I : . � ; ; I ; I . I 1 i ! � � � i p L I I i . r I �i � 11 i � I � � 'I r � � I GL z 5i, � I'll � � I ! ; I I i� i I . 5 _* : � � �� i i � I 1 J! , I I 1,7�__t_xi� - -, -_ ,� r' � �: ,, r r � . I '7TI _T� . I I ! - 7' : I I I I . . : I , I , I . - �! � T , U) 40 -1 � I i � i � I �, .,,,.,, ,,.-,_*r ,1 - 1*..� -W4 +��_ ! - . �, �_ 1-i .+ ; 'J','�� ! - J_ _ ,.,�#Atr �.W - ' __40,W I do 11 , . �- --WW- -?- ; �- � ! , 4 5L z 65 FT I I , , 1 1 � . : I , I , r - �5* , _ I I � , .a �� ,' '_ � , _ X� . � . r'� L � 835 F,T T' , I I i ; li, � , I - 3 . �� I . I I � I I � I , I W , I ��, � ". . T *! - �. I � GIL = 8.5 FT � � , , , 1 _� .L. �_ : ..� jl�. - 1! " . � i�..� . . i i �� i_ 1-4 I " r 1 � 0" G�z ,f FT j � 1. I ; . � � z 1" � q". I .4. i , � 01� f r I . 538 - I �" """ GL = U - , , O� "11 -- 1-i - k r,� -,3!i _3 *" .s _J I I r , i � � i I . . � � I � I r, i:7 F cn i I . p i , J I J . � i i ) ; e I ii I I i . � il , t I I �! ; I - J � A H � : I r � . r I , rr " " " 1 . " I I - � . . - - r - 'i �� _�. , - � _i m- I - ! - ot # .0, *"j J."..�, - ,- ,�; "! .. T " *" I I - : ; �_ I I i t a�&OF r LU 14-310 - ,r � ,� . I � � : � . I ! t 1 � i : . � , � I I i i - 1 1 , 1 1 ! I �� ( . ! ; - : i � - 1 : I : � I , � � � ; . � r ; i I � � 6� - 7 FT � !-�-i -�. 4 �, FT 1� "� rt " = 0,5 FT W, r I I r f I 1 7' 1 � I I i �.I. . � � I .." . 4 � I . I I . I - I . I -f . r..", , � tr'M I I , . 111�1 � -T " � I Ktg5FT &L 4 �,5 FT , I � 1 7 FT I L 1.1 �' "Im! - ", � - - ", -_ , i k-* -6 �! 534- - I 1�*� �, I 7 'T G1, z� I I r I J '. 'r I FT 1b," i �5 FT -6- _., - - r I r : J 10"'; , 1 t , ? ,,r . I i 1 I . M!" , - !_ a" * GL ;� 8,5 1 _J , I � I I ; � � � : I r , 1 � � I : I.r% I I � 5 1 r � ? I I - I I ,� I 1 1 �7_ .. i I 11C � � � I'i � ! E I k . I ; � � i � I ., Ell- - 0,2 r I � - " �� _ �0 � '�' ; GL 'r I - -4 -P . 4_ 1� M-� -]I - �� - � �- I." -I ,�, 4- � W� 4 � �'r w . w . � . I .1 . . x I � _!!�f T �_, � - 1 U , I � . t- - -F 1 -14 GL - 8,5F. , -71 � , 4- � ! � _� ----------------------- ; P4112 , r , �4 �� i n� 77 1 1 1- - t - , . T 4 I � H '" � ',r _,� 4 __�� 7 . , , i 1 1 . � I i ! I 1 i I � I " - . I � � �&i,,-�,,, �,, � ,,� - ,� , - .'. [ I � , 'j� ; I 11 , � i � -11 I - � ,,�, ,1 � , , I I � I , , I , �, I iz ; � : I 't i � 11 i --tLil 1 - � � . - - . � . . . . . . . . . . . I . . - 1. . 1. w � . t .�X. I - I . ,. 11 - I .1 � - -1 . -1 � I . - - . . . - . , . � . - - . . L ,- - - I - - - - I I I .. . t� " , , 54Q 1�1 � - , - - - �1,1;�,� � I?" � I, I 11 .. I I � "'' � . �11 � 1 �, I'll, ,X" 1� 1_' ��,-��.,� , �.�,,,. ,,,,� 1�,�,'�:",��,�",,'�,�,",,,�:-,��.�� esu , , �,, '��, ��,Vle7��::` I'll, , , , , , 1, - 1, ,�i��","�"I'�l,,,;-,�,�,�,,�i�',',,',-,�,�,,�,�,,�,,��,'.�',",�.,,,,,:��%:,,�r",�,,,.�.�,� ,rir�;'��,,,g -";,`5,;�,"� ,�',`�',',�,r ,,�,,� , , "', .11 I � I - I'll I ,�,!;, I'� Ilk, "IiN' ""ZI " � , ,,,, , ",I I 11-1 - 1�'11 I � 4�,,� .,!; .�,, � 1� ��" �',,�'��J"',�,�;�'.�,*�� ., "", I 4 Gl_ � 1�,,!;, _�.-, i 1,1��, ,�:, 11 - , 11 "', 11, , ,!;" ,'I,',�,:,,,,�� ,,, _ ,�,�,,�,,",,,."-��'�l.�l",'�,,,; ,��.�l,',,,'��',�'��l,',,',�",'.��-,'��"�, - .. � , ,, "I � -1, :1. ! � , " � "�,�N�,`: 11 1, _� 53Z67 ':,, , � ,� � � ��:"4`,'k-,� _ ,,, __ � .. .... �j,�,,,Z�`�,'-Z,, 112 -11 , . I ... �'�_,'!� , wall ,Z� �'.11 -Z'1� �Z,�--�:, " � , , I , 5zis , I rNPOIRM 6rode. at Rottom Of " ,* .� k sto I 11 , " , ,� ". � %# Thi , L''�--��.��'�-,"��'-- ' `,',�: I .. � . ,�,-,,�',��-�,"-'.,:.�""�", , I" I I I - 5216 11- - 7 - - % ,,:_,.f_'_ 1;, � ., � �, ", -1 I I , � '% "'!?" I I "', 111�! 1" C ,_ 4,� t'.., -530.67 1 � -1 - 0, .�$V�tf f ,�" 1, :� I � � Y'rum r lFr� IV W14Yf,tyri I - -ry Ell" V.%,� k. t yvff.gi J I � z . I . Leveling I J I I , , . 1 F N,9 p , .1 i I I i . ., . ! I i ; 'I I i I ,11 I- I "" i I i � - 1 1 � � 4 - ; I � -i ��___��, � I i i ;i � . . .... .... 7- - � _�, _,,i I : � i� I t ; ---- � 524 - , , I . � I - I i � , . I , - I � I I I � I - . cil20 30 40 60 70 so 90 too '110 1?0 EK1 1�1 I I 1. I I Station (ft) I 11 f - &L !t 5.5 FT ( I I I � I Off I** &L ; "*_____.____ - I . - I 1 7 FT - ft I _41111--_111- 6L = O.PFT _______ orm 1 = QL 8.15 FT -_ . I 0.1 - a - . . I I I '_�_ - � - 1-11111111 - -'I'll, I I 1-11 11 � __r � I ; . I - I . - 11-11, I .. _1 � � I � i . . I I ! 1 1 , " I i i 1 4 � I 1 I , ! I I - TOC = 540.33 ; � � i � � 1; ;; i I I I i i i 1 To I ; i 1 I i 1 � V, : I � I n . i i ; , � ! i I J - 542,:00 : I . � � i I . I . I I � I � 1 1 1 ; ; ! I � i� I : ; I i i I : � � I . . I � I . i I i � I � I I I � � I ! i i � 1 i i � ,j � � ; I t I - b"a - � z I W = 54U0 � ; W � � � t i I � � Ir I t I � , j 1 5* - � i � i� ; i i � � , t _T f i t � I ; � � i � I , � 550- t, i � TOC;; 542,33 (High Point) � , � Min 42" Safety Handrail or Fence TOC = 542.33 (High Point) - I - I - I __ "--' I I I ! T� ""i - _ ____ t , I � - - 1� - ---I-.- __ -.L I I i 6L � 7 FT ' I 11 I � �, I - ... � _; ;�; . �� 7 -17�, , - ; . . i I 1 i ! ff�711 -1 � c : V , � ; 1: i; ; I 77 � 7 , "7�= -W - . __________ - I . -- : '� 'i- i , � i i ! 544 i c I ij i '�"'7;,'J!, j', "' I L � �, I � -1 . I 1, -f-1- - . TOW = 540.00 i � ! � .1 � 1 � , 1 1 1 : I I . i i I - ! ; � i � ; i I � I 1 % � ; i I I ! i I �i ; I � � . I I I i L' I . � I � I 1 � I � 3 I , ; I I � � ,� . � � i I I i : i I e ; % . � t � I : � 11 I 1 " I . � I T, I � . I . , � � I i 1 i i I F I i 1, , = : � . I I I � � , . , , I � 11 . I i 5Q - R . F 4 - - - - - - - - - - - - - - - - - - _; I !, I i I ; �, _T - I - T_-_ t 11 : U I f i - � , 1' i, �� 1 �_ , � . � I I I I I 7 i I'll 7 I., � - 7 i * � ; � i � � I � , � I ; : ; � I . I . � I 4ii4 . : I I . I �1 1� - - - - , � � ' � a = 4.5 �r � I � � , , w � , -t " - -� GL r 8.5 FT il- ; . � ,-�.* �- !-i I GL= 8.5 FT I -�w �" - .�� ,_ - � . I - : . - t 1 --I- �,7 -;" ?_ L : � �-! ! t� �- ,�, I . I ' I I � i �� I . � I I .- 1 � - � � 1 � 1) I � . I % V4 , ! !, i �. t � � I . � ; � � I 4 i i i 1 , I f I I 1 ,7 i � I i ! � .� ! � 3 I i : �4 I I 1 I I I I 4" � .- ja�, .W, 04. ;_ , . . I �. I �M�, 3, I - , 1 , I , 11", um� � aw tt �,; � . .�. - ! �, OL - 8 FT -" - - �- ..L - - ..1i, " � � 0 . W4 .. R. I -i- �- ".�: . . �_, , � I . �MR . , I , j �_ 1 . ..�. � W. . 1. rui. ?, Y - . I � !-! "T � ! t 4 I ; � . I GL Z�� as FT , � -i --* - P,L, = 7 FT 530 � � � � � f ; I I I � , I . I � I . I I +T I � I ! i I � � I � : � I . I � � i � ; � . . � I i , I i ii : 1� I ,zl . ,I , � �.j ..!. 'k. , ,WAN '�Xw .111W, I r�x� .� - I .L. 1 I 1. I �� 1 � 1 , � 'M = I i I 1 1 i i � I , V) 0�, 5"� ',' 6L � 3.5 F1 t.. I .q � .*. ." I .�� -,�- �� I .,� .1 . w0i . . I . . �_ �..� I . GL = 95 FT *-1 - -ow "� f'" �, s" � �,. - 5.w I � - . , � i,., ", I I I �� L &L 4.5 FT " ,* �- 7* . , . GIL = 7 FT 01 ! 0`01 I � i 1 � i , i ! r F �� I I I % � I 1 � I . I � . : � � - i : . ; I I R t I 1 , � i � � . � I I 1 1 ! 1 ; , i 1 �t � � , ; ,I ! q 1 i � ) i 3 I I � � i . ; � , fa ��k 61 V) f, T_ 17�' �" I ?"M �- !-i 11P 7- i - .1- ji- , Ir " i W-21 ". " �"� 11 .111,11 �11 1. I -1 Mr 1 s� .. � 4 1 534 � _� � 1 �- - I � ,�- 1 __�' +4 � I " OL 4 KOFT " !* " " � , , � = �a'.51 FT u -m t " - , !, ��, , -ii , � � �1_ z 7 FT I � . � i � I � I I ; _� � ! i ! I , �4 � . I 1. �. I I . , t i J i ; : z L I . I t i i I " .1 1 1 . I I i ! I ! � 1 i I I. , - i I i i i � . � I 1 ! i ;� 1 � I w , . � � � I i I � . � I � ; I . . 1 1 i i i I I ca " , F-1- �f � ; ;= i .", -, !" 4 - � - -� "; - 1 sxw *W , .40, *_ 1 -o " 01* -L wo F r - *1111177,911 - .I __ j3fi . i **, *W _.�44 *. �ftmi " -8-517TZ I - . ,4 mv�# � - 40 -- , I - J_ - I 11 'Al �;111:�'A � I ,�, � " .". *0 - __� I ""' ,r- � , - . . I I . I � , I ,� I "I I TJ 5 i, X I i � :� . . � ! i , � 1 I WW I � . "I 4 . ; . , I ! � I I I . � I - - 11 __ -1.1, ,- ,S:��,,-�� I . r . j , I ; I . � C I I : 14 1 1 i 1 � i i ! :1 :=� I : , I I I � WU - � . - . . .�.. � I .:. � .... �_.... ...1. . .. ,� , 1'...'� 1, . ; � .,.;, ". .,...�...-.... . , I , . ,., � I I , . , I - . � . . .1 � . � . , . . , . . - . . . � � - �, � . . , 1 ;.. . I", -�, .- i I " "_ , C,",,, " � , " , , I. wl. ��, ,__ . � . . ,;', " ��. .&. -7 ,_ _ "_ " ,, ��,�� ">,,�,� - , � p, , 1 1 � �, i I - ,_,_ , ". i'.',' �,_, ., _., , ,� . I _ 11 I � -- , ,,, ,,, - ,�,!, ,,,,,�,�,,,, _J , 4j - r: "' �' 1, I i , I I I - ., � . 528 , 1-1 .-!! "., �11 - K = I I I � I.. I.., "'n, I 4.% .- I I 1 -.�!��','l',"�','�,*�,,�2. V �, ,L � -' : ' I . ,. -on "!� I I—, 1`5 i �42 526 , .. ,. -, I � 4 �, - , � � ; :"% z 1, id Grade at Bottom o' I I - Y"'ii,',,.�,�::"', � ,`�`�` ,�Z,:�,?�,�,�Z,' I I I - , ,1 I I � ��,,�,�:�"_::��. � �. I . � ,1,1�111 �Z-��:,,,�,�,',' ;!, v': 1� I , r , - �� - tl. , , �,,�� , , , ,:";"-"",--,,�k" " I � , : , ', , ' - , �, '' '," ,; - ,, �. , �, . .. , '' � I 11 I I -1 � - �. I., - � �.. 'L , " . " I, '11.� _'!' - �,�� - I , , .1 , ,�',,_- , �'�"� "'��", I , I ... 1�� , ", , _ ,�,�,,��,:,,�.,?,�,,�,'.�p�""",�','.;.,,','��.'�"�,�".:.",��"--'4:�'� -":" �. � t, � . , � " ,_ __ ;,�.,-: ... ... I ", -V �� X" _�"._`� ,,, I . - I � `�, . ��-'��i,�,, :�::,�,*;'-.� �� " -_ W = 30. ,�,4��:.Ll.�, _ � 11 I - I I I I ,�, , - ,,�,, .',� "I % ., � 1!-1^ - �, I , f , I A�, � I � � - �; I I lq - I _, r , - I I � �! r,,.� . I - , " " 1, ar. Pipe t'a Daylic - 40 FT O,C� ( I �, � I � � 1� I I � -, � - - , '' , , , I : , ,,, I � � - I � "', ;,_1_11� - I �� r�,29 i , N , I Jht ica ) � " . �, , � - : I . I . � , 1 ! : I . , I I t ; I I I I I I t A ! � ; i I I I I ! ; I ! I � ; I . . z I i i � I � i I � 1 i ; 1 ; I � i f � � ! I i � , � ? ? ; i 4 � 1 � I � i 1 1 ! 11 ; ! z, I 1, i t i i ; S � ; I ! I � I I 1 ; � 1 1 � � ! i � ;� � . i . , . , � � I _ I J....." ... .. .. �. 11 .1 1. I [11,11.1, I 1 ii I ! I I I � � I - 120 1$0 140 I" 160 170 i8o 190 200 2110 230 240 � . �. I [��] I I I ; I stationz (ft) 4 , 11P-0 I � 11 I � I 1. I - I I I -11 1.1- GL8.5 FT , - I GL z 7 FT I � I I . - I I I � I 11 I I I I - I I I I 1, I I - .. ... _ I . I I -1 LEGEND LEGEND I . Cap Unit (*' Height) E= Anchor Diamond Pro Units (W Height x 18" Width) ,011 xei , "I I , . � . .. � I I - I r I - F-1 Leveling Pad (Min. W 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) - - [2_W- - - StrataGrid S6200 - - �300_.- - Strato6rid 56300 GL Geogrid Length (ft) 0 W' brain Pipe to Daylight �� 0 W .-I r � 6.. V) f ;;-11 ca 9 :5 X U *t L� All VDOT No. 57 Stone . r in Reinforced Fill Zone , - RETAINING WALL A Sta. 0 to :Stix. 93 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 psf I 57 Stone in Reinforced Zone r . . Limitations 1L scab; V = 30 FT W�- k",ED -SITE PLAN I 0' 115 io Hansen Road (The Point) Church Hansen Road - Albemarle County. Virg nic CIRCEO GEOTECH 5956 Buckland MillRoad Wa=ng, p,C, Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (W) 904-6200 _ Scale: H: V= loft. IV: V= 10 ft. Project No. RW -2126 bate: /23/18 Revision: I __ 1 Sheet 5 Of 15 I j � I ; 11 �'M ,,' �'t '� -.1 1 3� , I -,r rf . " , . . r IV, - � . I � � r , i ' S I ; I I I � � . � I � � I I I ; : � i ) i I c I i I I r � ; r i ; �, I I : ; I I � i I r t � jL ; , i t ! � - i � ; , 1 1 t , I P I � . : I i I r � � � ! � ! I ! ; � I I � � � � � � � � � i 2 . i � I � 1 3 1 ; � I o . I I I i � 1 1 i i 1 , : 1 ; i � I r i f i : , ?, : I � � ; I I . , I : r . I � 1 1 z I ; , 1 '� i I � � = � i � I I I � i ; I i 1; 552 - N i I i � L . I I I i '� . � . I � I I I � I � ; i i I � I � I i i ! �, i ; j �1 I I F I t I !� ; Ir . TOC = 542.33 (High Point) i I g r I I i i � i : r g � . � i . � I 1 0 1+1 r� � ! . i � � I i I I i i i I I f � I f f i . I I L � 1 i I - � r ; I i � � ; _ t I . L � I i 'I- TOC 54033 . "! i I : ; � :!: I. � I � I . 550- � r � I . . � � I Mi 42" Safety Handrall or Fence � � i i i I ; r I I ! , t I 1 �1 , � i I . ; � r; I . � � , ; � � I ; 1. I r Ir ; � f Ic . i 1 J 1 TOW = 542.00 � t . ' ; 1 t , , - �� . I z , ! �, I I I � r TO( = . � . I � I I I � r 1 3 I 0. � i _ ' � 1 : i I 1 f! . I � � �3 I I I I , 534.33 I TOW:z 540.00 , I i . !! � ! I � ; : 1 1 ; I I � � i I � I ,; r I I I i i . t . I I I I ! t i . � 6 i 1 � ; � � � . : �i I I I I i I r , ,� 1 i t I � . . i �i � ; : � . � � I I . z � z . � ,r � ! t 'i , f�, I � I r � I ! I . i i . ; � � H � I � � I 1 ; o 546 � I 1 'i ; ; i I � . ; 1 � t I ? i � ! I � � 1 J I i , i 1 � � � , I i I ; I i I L � � � - I i � f i �! 1 I I I k I 0 TOW = 5.34,.Ov I � t i - I i r r . ;r ;� I � i I . � I � I I W � I r I I � r I � . 1 : I 1 ! � � ___�_�: ; 11 : "IN ; � � i I � i. I : . � ; ; I ; I . I 1 i ! � � � i p L I I i . r I �i � 11 i � I � � 'I r � � I GL z 5i, � I'll � � I ! ; I I i� i I . 5 _* : � � �� i i � I 1 J! , I I 1,7�__t_xi� - -, -_ ,� r' � �: ,, r r � . I '7TI _T� . I I ! - 7' : I I I I . . : I , I , I . - �! � T , U) 40 -1 � I i � i � I �, .,,,.,, ,,.-,_*r ,1 - 1*..� -W4 +��_ ! - . �, �_ 1-i .+ ; 'J','�� ! - J_ _ ,.,�#Atr �.W - ' __40,W I do 11 , . �- --WW- -?- ; �- � ! , 4 5L z 65 FT I I , , 1 1 � . : I , I , r - �5* , _ I I � , .a �� ,' '_ � , _ X� . � . r'� L � 835 F,T T' , I I i ; li, � , I - 3 . �� I . I I � I I � I , I W , I ��, � ". . T *! - �. I � GIL = 8.5 FT � � , , , 1 _� .L. �_ : ..� jl�. - 1! " . � i�..� . . i i �� i_ 1-4 I " r 1 � 0" G�z ,f FT j � 1. I ; . � � z 1" � q". I .4. i , � 01� f r I . 538 - I �" """ GL = U - , , O� "11 -- 1-i - k r,� -,3!i _3 *" .s _J I I r , i � � i I . . � � I � I r, i:7 F cn i I . p i , J I J . � i i ) ; e I ii I I i . � il , t I I �! ; I - J � A H � : I r � . r I , rr " " " 1 . " I I - � . . - - r - 'i �� _�. , - � _i m- I - ! - ot # .0, *"j J."..�, - ,- ,�; "! .. T " *" I I - : ; �_ I I i t a�&OF r LU 14-310 - ,r � ,� . I � � : � . I ! t 1 � i : . � , � I I i i - 1 1 , 1 1 ! I �� ( . ! ; - : i � - 1 : I : � I , � � � ; . � r ; i I � � 6� - 7 FT � !-�-i -�. 4 �, FT 1� "� rt " = 0,5 FT W, r I I r f I 1 7' 1 � I I i �.I. . � � I .." . 4 � I . I I . I - I . I -f . r..", , � tr'M I I , . 111�1 � -T " � I Ktg5FT &L 4 �,5 FT , I � 1 7 FT I L 1.1 �' "Im! - ", � - - ", -_ , i k-* -6 �! 534- - I 1�*� �, I 7 'T G1, z� I I r I J '. 'r I FT 1b," i �5 FT -6- _., - - r I r : J 10"'; , 1 t , ? ,,r . I i 1 I . M!" , - !_ a" * GL ;� 8,5 1 _J , I � I I ; � � � : I r , 1 � � I : I.r% I I � 5 1 r � ? I I - I I ,� I 1 1 �7_ .. i I 11C � � � I'i � ! E I k . I ; � � i � I ., Ell- - 0,2 r I � - " �� _ �0 � '�' ; GL 'r I - -4 -P . 4_ 1� M-� -]I - �� - � �- I." -I ,�, 4- � W� 4 � �'r w . w . � . I .1 . . x I � _!!�f T �_, � - 1 U , I � . t- - -F 1 -14 GL - 8,5F. , -71 � , 4- � ! � _� ----------------------- ; P4112 , r , �4 �� i n� 77 1 1 1- - t - , . T 4 I � H '" � ',r _,� 4 __�� 7 . , , i 1 1 . � I i ! I 1 i I � I " - . I � � �&i,,-�,,, �,, � ,,� - ,� , - .'. [ I � , 'j� ; I 11 , � i � -11 I - � ,,�, ,1 � , , I I � I , , I , �, I iz ; � : I 't i � 11 i --tLil 1 - � � . - - . � . . . . . . . . . . . I . . - 1. . 1. w � . t .�X. I - I . ,. 11 - I .1 � - -1 . -1 � I . - - . . . - . , . � . - - . . L ,- - - I - - - - I I I .. . t� " , , 54Q 1�1 � - , - - - �1,1;�,� � I?" � I, I 11 .. I I � "'' � . �11 � 1 �, I'll, ,X" 1� 1_' ��,-��.,� , �.�,,,. ,,,,� 1�,�,'�:",��,�",,'�,�,",,,�:-,��.�� esu , , �,, '��, ��,Vle7��::` I'll, , , , , , 1, - 1, ,�i��","�"I'�l,,,;-,�,�,�,,�i�',',,',-,�,�,,�,�,,�,,��,'.�',",�.,,,,,:��%:,,�r",�,,,.�.�,� ,rir�;'��,,,g -";,`5,;�,"� ,�',`�',',�,r ,,�,,� , , "', .11 I � I - I'll I ,�,!;, I'� Ilk, "IiN' ""ZI " � , ,,,, , ",I I 11-1 - 1�'11 I � 4�,,� .,!; .�,, � 1� ��" �',,�'��J"',�,�;�'.�,*�� ., "", I 4 Gl_ � 1�,,!;, _�.-, i 1,1��, ,�:, 11 - , 11 "', 11, , ,!;" ,'I,',�,:,,,,�� ,,, _ ,�,�,,�,,",,,."-��'�l.�l",'�,,,; ,��.�l,',,,'��',�'��l,',,',�",'.��-,'��"�, - .. � , ,, "I � -1, :1. ! � , " � "�,�N�,`: 11 1, _� 53Z67 ':,, , � ,� � � ��:"4`,'k-,� _ ,,, __ � .. .... �j,�,,,Z�`�,'-Z,, 112 -11 , . I ... �'�_,'!� , wall ,Z� �'.11 -Z'1� �Z,�--�:, " � , , I , 5zis , I rNPOIRM 6rode. at Rottom Of " ,* .� k sto I 11 , " , ,� ". � %# Thi , L''�--��.��'�-,"��'-- ' `,',�: I .. � . ,�,-,,�',��-�,"-'.,:.�""�", , I" I I I - 5216 11- - 7 - - % ,,:_,.f_'_ 1;, � ., � �, ", -1 I I , � '% "'!?" I I "', 111�! 1" C ,_ 4,� t'.., -530.67 1 � -1 - 0, .�$V�tf f ,�" 1, :� I � � Y'rum r lFr� IV W14Yf,tyri I - -ry Ell" V.%,� k. t yvff.gi J I � z . I . Leveling I J I I , , . 1 F N,9 p , .1 i I I i . ., . ! I i ; 'I I i I ,11 I- I "" i I i � - 1 1 � � 4 - ; I � -i ��___��, � I i i ;i � . . .... .... 7- - � _�, _,,i I : � i� I t ; ---- � 524 - , , I . � I - I i � , . I , - I � I I I � I - . cil20 30 40 60 70 so 90 too '110 1?0 EK1 1�1 I I 1. I I Station (ft) I 11 f - &L !t 5.5 FT ( I I I � I Off I** &L ; "*_____.____ - I . - I 1 7 FT - ft I _41111--_111- 6L = O.PFT _______ orm 1 = QL 8.15 FT -_ . I 0.1 - a - . . I I I '_�_ - � - 1-11111111 - -'I'll, I I 1-11 11 � __r � I ; . I - I . - 11-11, I .. _1 � � I � i . . I I ! 1 1 , " I i i 1 4 � I 1 I , ! I I - TOC = 540.33 ; � � i � � 1; ;; i I I I i i i 1 To I ; i 1 I i 1 � V, : I � I n . i i ; , � ! i I J - 542,:00 : I . � � i I . I . I I � I � 1 1 1 ; ; ! I � i� I : ; I i i I : � � I . . I � I . i I i � I � I I I � � I ! i i � 1 i i � ,j � � ; I t I - b"a - � z I W = 54U0 � ; W � � � t i I � � Ir I t I � , j 1 5* - � i � i� ; i i � � , t _T f i t � I ; � � i � I , � 550- t, i � TOC;; 542,33 (High Point) � , � Min 42" Safety Handrail or Fence TOC = 542.33 (High Point) - I - I - I __ "--' I I I ! T� ""i - _ ____ t , I � - - 1� - ---I-.- __ -.L I I i 6L � 7 FT ' I 11 I � �, I - ... � _; ;�; . �� 7 -17�, , - ; . . i I 1 i ! ff�711 -1 � c : V , � ; 1: i; ; I 77 � 7 , "7�= -W - . __________ - I . -- : '� 'i- i , � i i ! 544 i c I ij i '�"'7;,'J!, j', "' I L � �, I � -1 . I 1, -f-1- - . TOW = 540.00 i � ! � .1 � 1 � , 1 1 1 : I I . i i I - ! ; � i � ; i I � I 1 % � ; i I I ! i I �i ; I � � . I I I i L' I . � I � I 1 � I � 3 I , ; I I � � ,� . � � i I I i : i I e ; % . � t � I : � 11 I 1 " I . � I T, I � . I . , � � I i 1 i i I F I i 1, , = : � . I I I � � , . , , I � 11 . I i 5Q - R . F 4 - - - - - - - - - - - - - - - - - - _; I !, I i I ; �, _T - I - T_-_ t 11 : U I f i - � , 1' i, �� 1 �_ , � . � I I I I I 7 i I'll 7 I., � - 7 i * � ; � i � � I � , � I ; : ; � I . I . � I 4ii4 . : I I . I �1 1� - - - - , � � ' � a = 4.5 �r � I � � , , w � , -t " - -� GL r 8.5 FT il- ; . � ,-�.* �- !-i I GL= 8.5 FT I -�w �" - .�� ,_ - � . I - : . - t 1 --I- �,7 -;" ?_ L : � �-! ! t� �- ,�, I . I ' I I � i �� I . � I I .- 1 � - � � 1 � 1) I � . I % V4 , ! !, i �. t � � I . � ; � � I 4 i i i 1 , I f I I 1 ,7 i � I i ! � .� ! � 3 I i : �4 I I 1 I I I I 4" � .- ja�, .W, 04. ;_ , . . I �. I �M�, 3, I - , 1 , I , 11", um� � aw tt �,; � . .�. - ! �, OL - 8 FT -" - - �- ..L - - ..1i, " � � 0 . W4 .. R. I -i- �- ".�: . . �_, , � I . �MR . , I , j �_ 1 . ..�. � W. . 1. rui. ?, Y - . I � !-! "T � ! t 4 I ; � . I GL Z�� as FT , � -i --* - P,L, = 7 FT 530 � � � � � f ; I I I � , I . I � I . I I +T I � I ! i I � � I � : � I . I � � i � ; � . . � I i , I i ii : 1� I ,zl . ,I , � �.j ..!. 'k. , ,WAN '�Xw .111W, I r�x� .� - I .L. 1 I 1. I �� 1 � 1 , � 'M = I i I 1 1 i i � I , V) 0�, 5"� ',' 6L � 3.5 F1 t.. I .q � .*. ." I .�� -,�- �� I .,� .1 . w0i . . I . . �_ �..� I . GL = 95 FT *-1 - -ow "� f'" �, s" � �,. - 5.w I � - . , � i,., ", I I I �� L &L 4.5 FT " ,* �- 7* . , . GIL = 7 FT 01 ! 0`01 I � i 1 � i , i ! r F �� I I I % � I 1 � I . I � . : � � - i : . ; I I R t I 1 , � i � � . � I I 1 1 ! 1 ; , i 1 �t � � , ; ,I ! q 1 i � ) i 3 I I � � i . ; � , fa ��k 61 V) f, T_ 17�' �" I ?"M �- !-i 11P 7- i - .1- ji- , Ir " i W-21 ". " �"� 11 .111,11 �11 1. I -1 Mr 1 s� .. � 4 1 534 � _� � 1 �- - I � ,�- 1 __�' +4 � I " OL 4 KOFT " !* " " � , , � = �a'.51 FT u -m t " - , !, ��, , -ii , � � �1_ z 7 FT I � . � i � I � I I ; _� � ! i ! I , �4 � . I 1. �. I I . , t i J i ; : z L I . I t i i I " .1 1 1 . I I i ! I ! � 1 i I I. , - i I i i i � . � I 1 ! i ;� 1 � I w , . � � � I i I � . � I � ; I . . 1 1 i i i I I ca " , F-1- �f � ; ;= i .", -, !" 4 - � - -� "; - 1 sxw *W , .40, *_ 1 -o " 01* -L wo F r - *1111177,911 - .I __ j3fi . i **, *W _.�44 *. �ftmi " -8-517TZ I - . ,4 mv�# � - 40 -- , I - J_ - I 11 'Al �;111:�'A � I ,�, � " .". *0 - __� I ""' ,r- � , - . . I I . I � , I ,� I "I I TJ 5 i, X I i � :� . . � ! i , � 1 I WW I � . "I 4 . ; . , I ! � I I I . � I - - 11 __ -1.1, ,- ,S:��,,-�� I . r . j , I ; I . � C I I : 14 1 1 i 1 � i i ! :1 :=� I : , I I I � WU - � . - . . .�.. � I .:. � .... �_.... ...1. . .. ,� , 1'...'� 1, . ; � .,.;, ". .,...�...-.... . , I , . ,., � I I , . , I - . � . . .1 � . � . , . . , . . - . . . � � - �, � . . , 1 ;.. . I", -�, .- i I " "_ , C,",,, " � , " , , I. wl. ��, ,__ . � . . ,;', " ��. .&. -7 ,_ _ "_ " ,, ��,�� ">,,�,� - , � p, , 1 1 � �, i I - ,_,_ , ". i'.',' �,_, ., _., , ,� . I _ 11 I � -- , ,,, ,,, - ,�,!, ,,,,,�,�,,,, _J , 4j - r: "' �' 1, I i , I I I - ., � . 528 , 1-1 .-!! "., �11 - K = I I I � I.. I.., "'n, I 4.% .- I I 1 -.�!��','l',"�','�,*�,,�2. V �, ,L � -' : ' I . ,. -on "!� I I—, 1`5 i �42 526 , .. ,. -, I � 4 �, - , � � ; :"% z 1, id Grade at Bottom o' I I - Y"'ii,',,.�,�::"', � ,`�`�` ,�Z,:�,?�,�,�Z,' I I I - , ,1 I I � ��,,�,�:�"_::��. � �. I . � ,1,1�111 �Z-��:,,,�,�,',' ;!, v': 1� I , r , - �� - tl. , , �,,�� , , , ,:";"-"",--,,�k" " I � , : , ', , ' - , �, '' '," ,; - ,, �. , �, . .. , '' � I 11 I I -1 � - �. I., - � �.. 'L , " . " I, '11.� _'!' - �,�� - I , , .1 , ,�',,_- , �'�"� "'��", I , I ... 1�� , ", , _ ,�,�,,��,:,,�.,?,�,,�,'.�p�""",�','.;.,,','��.'�"�,�".:.",��"--'4:�'� -":" �. � t, � . , � " ,_ __ ;,�.,-: ... ... I ", -V �� X" _�"._`� ,,, I . - I � `�, . ��-'��i,�,, :�::,�,*;'-.� �� " -_ W = 30. ,�,4��:.Ll.�, _ � 11 I - I I I I ,�, , - ,,�,, .',� "I % ., � 1!-1^ - �, I , f , I A�, � I � � - �; I I lq - I _, r , - I I � �! r,,.� . I - , " " 1, ar. Pipe t'a Daylic - 40 FT O,C� ( I �, � I � � 1� I I � -, � - - , '' , , , I : , ,,, I � � - I � "', ;,_1_11� - I �� r�,29 i , N , I Jht ica ) � " . �, , � - : I . I . � , 1 ! : I . , I I t ; I I I I I I t A ! � ; i I I I I ! ; I ! I � ; I . . z I i i � I � i I � 1 i ; 1 ; I � i f � � ! I i � , � ? ? ; i 4 � 1 � I � i 1 1 ! 11 ; ! z, I 1, i t i i ; S � ; I ! I � I I 1 ; � 1 1 � � ! i � ;� � . i . , . , � � I _ I J....." ... .. .. �. 11 .1 1. I [11,11.1, I 1 ii I ! I I I � � I - 120 1$0 140 I" 160 170 i8o 190 200 2110 230 240 � . �. I [��] I I I ; I stationz (ft) 4 , 11P-0 I � 11 I � I 1. I - I I I -11 1.1- GL8.5 FT , - I GL z 7 FT I � I I . - I I I � I 11 I I I I - I I I I 1, I I - .. ... _ I . I I -1 LEGEND - I . � . I , , . � I I . Hansen Road (The Point) Church _ All V0OT No, 57 Stone I I in Reinforced Fill Zone . � ,011 xei , "I I , . � . .. � I I - I r I - F-1 Hansen Road - Albemarle County, Vir2inio --� Cap Unit (*'Height) I E= Anchor Diamond Pro Units (8" Height x 18" Width)�� Leveling Pad (Min. WThick Stone or Min. 3" Lean Concrete) � Ci 00 � " rc r. r - 1 Gootechnical � , Eogi r rieering, P.C. � CIRCEO GEOTECH 5956 Buckland Mill Road Roanoke, Virginia 24019 t � . r � � ; ; � I I � I I I . I i t i I i I I � � : � I � : ? I I I � : � ! RETAINING WALL B �;� 41*�Ott fi � r, a I Phone: 366-2379 TOC Top of Cap Unit i I � t ; " I I ; I ; ! . � � i � I I I . r . Qtjr4 * P. ___.__________ -- (540) NEMMENE aim TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (including Embedment) ,Sta. 0 to Sta. .No �4�3 1 ' r q�V' /� & � ,,�� ,� 5/l/ F Fax: (MO) 904-6200 i I TOC = 5403 i 1 � I 1H: V= 10 ft. z f I I 1 Cut i9eogrid Around Manhole ! 1 � � � I � I I i I I t I I I � ! � , �1 ! I � . � J � . i I I I � . . ,{ to �� - > � *r .1. Scale: I I I - TOW - 540.00 � . . I : I I 4 i � � ! I I i I , � � � 1 ! � 1 � 1 I I Z � ! IV. 1-= to ft. - -1200- - - Stratorkid S6200 Viewed From Front Face of Wall I � �._ I 11 . Project No. RW -2126 - - � 350 - - Stratai5rid SG300 &L Georid Length (ft) 0 V, brain Pipe to Daylight I [Design Soil Bearing Pressure = 2,000 psf I , I I'll I , . . . . . . . I'll ,A r.I � I - , I .'.... _ , - bate: 09/23/18 I - . Revision: I sheet --- _�f_ 7 . 15 I ._... I ...... __ I --. I--- _......- - I 0 It N ci +_ V) , im, C6 - .0 _J X U +_ � ._ ; J." � I i, I - , 1 - .%7 , +, � � I 'I. I � - ,., *,: 11 1-11 "I'll -�. - , ;. -,;4 �-a 11'.1 191��, ,- .4, " I `� _ 1, �,��, 4 � "R, � - " - - ---- C.- -, .§ -, i. I'll, �� - , , .... ... .... ,� ,..,.,;_ ,,�.,, ,__ ,,", , � - , .. ., - Min 48" Tall Guard �' A ��, - .-I... . - � . . � _�,111_ _� " , � _ " , -.,- ,f�'_� " , - , , I Max Exposed Wall Height = 6 FT , , � - . " I ,Guard" - , 0, - N Required ..i, .� ,-- I I - : ,�- , , a - � Max Exposed Wall Height = 5 FT Min 42" Tall Guard Max Exposed Nail Height = 10 FT Use All VbOT No. 57 Stone in Peinforced Zone bue To Excavation Limitations S ,. , INIR I r� 1-1i N11 I L , ,i ��t��_ m� -1 - _P , , -11 �ez� .1 " � 7�1;Slll "I ,��,� ��.�.,., Scale: V = 30 FT I �110111101111119 qm�� 0 15 30 � 12�11 Hansen Road - Albemarle County,__Vtgwa; 1 1 1 i I _ � 1 . 1 I � t i � � CIRCE0 GEOTECH I : 1 + FT � � TOW = . I . � L I i , .371 ; TOC = 5 I I . � ! 5956 Buckland Mill Road t � . r � � ; ; � I I � I I I . I i t i I i I I � � : � I � : ? I I I � : � ! I ; : , 1 ; i I t � . � . 11 11 � � 5 1 I I . I : i ! ; . ; . ! I � I I i ! i i ! Roanoke, Virqinia 24019 I I Proposed 6radeat Bottom of Wall _ --- � W - i I � t ; " I I ; I ; ! . � � i � I I .-------I-- __ I Fax: (540) 904-6200 � I I i I I . i I i NEMMENE aim . , . 9 i f. Now* : , �, - lif� � i � I I : , � I . . . I i i I TOC = 5403 i 1 � I =IA,ipjr.ld� z f I I 1 Cut i9eogrid Around Manhole -*, GIL = 7 FT 4� j�lr-�e �. . r'L =: �_ 11 1.4. -, _ - I L I . ...� ! � L I'll t, - - -.-- I j W 536 -1 .1, d ; I , I i � . ".. - 1- ',_�- �: , �., .r. I.-_ 11�11 , 4, � - , --� i I i 7, � .;..� ; , � 6� � 5.5 FT I ; I I � 6L z 5 V) � i I I � . -5 FT �_ - - ; 1 iU -J �- � � I � ""� ,�T I � "'! ; i � - - -5 FT ,. -4!�., � I I I I i , � � . I � � I : � . �� 1 1;6i�, ,-+ -- r'L -t PT " 6. )""., I '''i 1, . : � I � I 1 � i t ; , I �� 6L. = ca � 6L �! . s . ,. � -.4 -I ��. i I �z i �.5 FT - I , � 11 lrl� i __ � - �, . Q, � �3 FT - 4-- �,- o--� ,,�� t .6� 1 . , , I . � ; . � i 1� i I OPL --. 5.5 FT I , -" -ow �-" � - GL z 525 f - , - , , k� I - 534 I I 1 : �' ; � , � I I "" ,�- � � *, -, ,. I I I . 1 ,�:� � ; ? , j. , , I -, GL � 5.5 FT : , I I I i I i J I E 11 t ! a . ; ; , I I IT*, 1"*� ; I 11 I � .� ; � c I , 1 ! ,l : � I i ; ; t I I 7 FT ,---T-Vr, 6L I -f-lil- I i ! � ii i i I i � , _: I. I � � 2 I " t 5,5 FT a - ��rl FT:- �-- � #1 -_ 7 16 GL = 54 FT �- ,� � .�.. ��. i ...! .�.. ,�.w � . f,l 5 ; I 1 532 � r -L � I - - I � �. .. -. � ... 7- 17 - ., . . - . I , 4 � I i . ',�,_ - 'i- , ,, , '�� - , - 1�111 7777 111� � -- ` `# ' � , ;, i , , � , ,,-Z I—_ .'. I 1 7 17" 71-r--r1-T �- � I I �pr 530 � ", �^��.7, ". 0", 1,5,,�"._ _t,.� � � I � 11 us I � 1� "', ,,,,,, I I , - Io I ., 0218 - , , I , I_ , , I ' I I I . , I ,� I � I �, ,,,- 11 , 0 - " '! , ."'. 1, I , � � � , I 1".. Drain Under Wall * � , :!��, � I � . , . rn R� . , �, � I : 1�, d ;111: �,,�'..�,,��,,-�,,,�.",-;,,z;�., Stor ""', ', ., , , * I . , ,, ' Levelinq Pa 1� -;x, - _,,. , - I L ". .. " �, ` -, . 526 - . - -, 1� = 53 � . I � ".�,",,,�,.,,':,-i,��,'��'�.�,",'-�",:� , . , I � 1 ' � ' ' , f z � ! -he one, 11 I Q z �, � : I I � , )) ; , � Use All Crus d5t Around Pipe'To Prevent Settle en i : � i I = I I i I I, . i - L . . .1 I . , , '"' I.. � �, �m � t � ; I : = 2 I-- � I 9.33 524 I _,�,__I�L I . t Q ! ; ; LL I I . . q � � 11 � ------- `�- I �"q - � - -_ i 1-1-11 ..1111.11. . I I I - f 4 I I I I I , � I li i aft 24 1 2.60 1 1 10 k52 Step � 1 1 270 Z80 290 300 310 320 33,0 360 � � I . "I'll I .1 � 1 340 350 1 1 . Station (ft) I I I I . I I I 1111 6L z 5,5 FT - I I � I I IWALLS, 554 1 1 1 i I � I .- I ! � 1 . 1 I � t i � � 1�2 1J = 5.5 FT i 1 i I I TO C = 5 322. ,J Y i I � � I : 1 + FT � � TOW = . I . � L I i , .371 ; TOC = 5 I I . � ! I I I i � � 4 I I � � A I i t � . r � � ; ; � I I � I I I . I i t i I i I I � � : � I � : ? I I I � : � ! I ; : , 1 ; i I t � . � . 11 11 � � 5 1 I I . I : i ! ; . ; . ! I � I I i ! i i ! � I I � � � I � I E + ' � � . -4 Min 4.2" I I Proposed 6radeat Bottom of Wall I � W - i I � t ; " I I ; I ; ! . � � i � I I i I I . � : I i . I I 9 � I I i I I . i I i Safety Handrail or Fence i . i I I I I i t 518 � . : , �, - lif� � i � I I : , � I . . . I i i I TOC = 5403 i 1 � I I ! : � . I I 3 i I . r t I I I i I I I 1 � ! : I '' i ! � � , I z f I I 1 Cut i9eogrid Around Manhole ! 1 � � � I � I I i I I t I I I � ! � , �1 ! I � . � J � . i I I I � . . ,{ to , , 53.6 , W I I I - TOW - 540.00 � . . I : I I 4 i � � ! I I i I , � � � 1 ! � 1 � 1 I I Z � ! I � r . I I I I 1 r i I � I , ; � � I I . I 1 1 i � � , brain Pipe to lit - � I -� - 40 FT,O.0 (Ty p i . 1 � � ! I - . I i � � I , : . ; I � I � t ; I . , 1 � � � i 1 , : f I � 1 I � I � I I I � TOC 538 33 I J I i 11 - ; .� I . I. 1 1 ; i , W - : . - i . ; I , � I � . I i �, � I t i i I ; ; ! � f ! � I a. � I . . I � I � i i� I I i �; I I I ; � . I I � I : � i 1 1 � , i � i �� 1 � . � I ; I I 1 . I . ; . I TOW;- )() 1 1i 1 � � I , i � ; - 1538.( I � 1 I I � I � : � ; I I i 1 � I i � j r . . i i t� I � I I I I i � I � t TOC = 537.00 i ! �,-'�!�- , ,�,�',f , F " I __ , , 6" Thic I 1;,��", i . 11 I i i 1 i _r �_ 1 : ! 1 � � � i �� : i � . I I I I � � i i 1 1 � I � � � � . t L I i � 1 i ; 1 ; z I I I � i I � . L � ; F 1 1 ! . � I ; I .: : 1 � 1 1 � � I � I � I I i I . i i � : ; 5 I 7 ; . � 11 I � � � I . � I z ! W = 536.67 . 4 i i TO I ; 0 110 ... C 542 I � t � I ! i I f i � i . I , ''' , -'r-91- ; I 11 7= ,!i�,, ' 9 I 7�- i!,,, ! I I i i � ! 1 t I L "I I � I �. I � f i � � ; I i. 1 1- M , .5! #'• -11%V I I I � I � I -Li- � � ! , E,� I I i , . � I I ! i I I i , _�� i I I =_ . , , i 1 1 � i i i ] i I -L -- t I 7 1 i ., 1 i -- � ��! 1 � z I t �. i : � I . i - � � I I a +_ � �L11 W - I I � I 6L= P# -, - I . I � ; I I � � ; . i . I " . : � I I � , : I 0"L a ; ot a ..., . I i � I _ I _1 .Iwo i , , - , I I � 1 _ t � . I I _ - - W?m M6 i VA ;- ii* 1.0��11� 11 , If i 11 ppkl�r� . I � . �! . . : , 3., i i i I 11 7!1 � � 1 ,- i . I f .- I li t 1 � I ---Ift� I ---,�, X , . o � � L . . I � . I � � i I I i i I i �_ � I V) I -*, GIL = 7 FT 4� j�lr-�e �. . r'L =: �_ 11 1.4. -, _ - I L I . ...� ! � L I'll t, - - -.-- I j W 536 -1 .1, d ; I , I i � . ".. - 1- ',_�- �: , �., .r. I.-_ 11�11 , 4, � - , --� i I i 7, � .;..� ; , � 6� � 5.5 FT I ; I I � 6L z 5 V) � i I I � . -5 FT �_ - - ; 1 iU -J �- � � I � ""� ,�T I � "'! ; i � - - -5 FT ,. -4!�., � I I I I i , � � . I � � I : � . �� 1 1;6i�, ,-+ -- r'L -t PT " 6. )""., I '''i 1, . : � I � I 1 � i t ; , I �� 6L. = ca � 6L �! . s . ,. � -.4 -I ��. i I �z i �.5 FT - I , � 11 lrl� i __ � - �, . Q, � �3 FT - 4-- �,- o--� ,,�� t .6� 1 . , , I . � ; . � i 1� i I OPL --. 5.5 FT I , -" -ow �-" � - GL z 525 f - , - , , k� I - 534 I I 1 : �' ; � , � I I "" ,�- � � *, -, ,. I I I . 1 ,�:� � ; ? , j. , , I -, GL � 5.5 FT : , I I I i I i J I E 11 t ! a . ; ; , I I IT*, 1"*� ; I 11 I � .� ; � c I , 1 ! ,l : � I i ; ; t I I 7 FT ,---T-Vr, 6L I -f-lil- I i ! � ii i i I i � , _: I. I � � 2 I " t 5,5 FT a - ��rl FT:- �-- � #1 -_ 7 16 GL = 54 FT �- ,� � .�.. ��. i ...! .�.. ,�.w � . f,l 5 ; I 1 532 � r -L � I - - I � �. .. -. � ... 7- 17 - ., . . - . I , 4 � I i . ',�,_ - 'i- , ,, , '�� - , - 1�111 7777 111� � -- ` `# ' � , ;, i , , � , ,,-Z I—_ .'. I 1 7 17" 71-r--r1-T �- � I I �pr 530 � ", �^��.7, ". 0", 1,5,,�"._ _t,.� � � I � 11 us I � 1� "', ,,,,,, I I , - Io I ., 0218 - , , I , I_ , , I ' I I I . , I ,� I � I �, ,,,- 11 , 0 - " '! , ."'. 1, I , � � � , I 1".. Drain Under Wall * � , :!��, � I � . , . rn R� . , �, � I : 1�, d ;111: �,,�'..�,,��,,-�,,,�.",-;,,z;�., Stor ""', ', ., , , * I . , ,, ' Levelinq Pa 1� -;x, - _,,. , - I L ". .. " �, ` -, . 526 - . - -, 1� = 53 � . I � ".�,",,,�,.,,':,-i,��,'��'�.�,",'-�",:� , . , I � 1 ' � ' ' , f z � ! -he one, 11 I Q z �, � : I I � , )) ; , � Use All Crus d5t Around Pipe'To Prevent Settle en i : � i I = I I i I I, . i - L . . .1 I . , , '"' I.. � �, �m � t � ; I : = 2 I-- � I 9.33 524 I _,�,__I�L I . t Q ! ; ; LL I I . . q � � 11 � ------- `�- I �"q - � - -_ i 1-1-11 ..1111.11. . I I I - f 4 I I I I I , � I li i aft 24 1 2.60 1 1 10 k52 Step � 1 1 270 Z80 290 300 310 320 33,0 360 � � I . "I'll I .1 � 1 340 350 1 1 . Station (ft) I I I I . I I I 1111 6L z 5,5 FT - I I � I I IWALLS, ___J 5_,.-•..f 50 11�I I � I .- I ! � 1 . 1 I � t i � � 1�2 1J = 5.5 FT i 1 i I I TO C = 5 322. ,J Y i I � � I : 1 + FT � � TOW = . I . � L I i , .371 ; TOC = 5 I I . � ! I 7 i � I � ! , f ! : � . 1 1 . , i i _* 1 5" i I � i I . : - ! . f - 1 TO ,536167 1 'It TOC = 536.33 1 1 I � � , , 11 TOW= 530,67 � W - i I � t ; " I I ; I ; ! . � � i � I I . I I � � TOW= 536.00 i I I 0 W 1-1. 540-- � I � � 4 a � � I � . 1 1 � , ; � f . � � , , � � � � ; � : . ! � L � ; 7 : I I. � i : I M t 518 � . : , �, - lif� � i � I I : , � I . . . I i I f . I - � c I t I I I I I . � I I ------- --- �. BOW = 525.67 (Low Point) I � . I r -L-1 14051 ; � I I 1 i � �. I � I I i . �� ,{ to , , 53.6 , *# &Lz � 5 FT I ; � . 1 t fpll�- SL = 5,5 FT I , � I I I � 17- 1 T "I - -, P�_ I � I. i I . I h � ! I t � - M I . I � � �-- a= 5.5 FT, - , r__ .1 �` - - � -17 � i ti it li I '� �1' 7 - 5301. I � . , - L .. .. 11 OL � D.0 F"T L �� .L I - � *� 6 � � �,-'�!�- , ,�,�',f , I __ , , 6" Thic I 1;,��", a * . I I i " 524 -',;",'�',�"�- I , i �w 4 lrppgse( I -, - Levelin 11,`1 1� � I � '��'' �9 Pad I�y�,��,,��,-�!,�,,,��i",;,"", .- 522 - �`._" I I I � I ,�OW = 5.2,,5.67 (Low Po i nt) 1 ', brain Pipe to ' I I t 160 1 310 380 390 1 . Station (ft) I 1.0 6L = 5.5 FT LEGEND �J! Cap Unit (4!' Height) Anchor Diamond Pro Units (B" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min, 3" Lean Concrete) Min 42" Safety Handrail or Fence I I I f J I I I � I I I 1 � I � � I � .. I z 3 . ; I i � [ I ; I . . � I I , 11 � 1�2 1J = 5.5 FT i 1 i I I TO C = 5 322. ,J Y i I � � I : 1 + FT � � TOW = . 532DO I j . , i i _* 1 ' 1 TOC 7 1531.00 - . J ; . ; , , 11 TOW= 530,67 I , I I ii1 i4 456 I . . , I "U, 111"1`11'?� , ,,'.,��, ,.'.'�,,,� - ,"", � , . I . . .... ,,, , -,�,_,� , . � - � . ... � , I - 4 ;� I r I -1-1 " I �. , N�,� � - -2 . i Bottom of Wall ��`-, . ID .t,�� , -, - ,;,�.� -�, ,, , . 40 FT QX. (Typica� I . I . 11) I 1"';`7 ------- --- �. BOW = 525.67 (Low Point) I � . I r -L-1 14051 410 420 E4�? �3 1 1 I I Is I I I � I. All VDOT No. 57 Stone in Reinf. ced Fill ZaneI I TOC Top of Cap Unit RETAINING WALL B TOW Top of Wall (Excluding Cup Unit) BOW Bottom of Wall (including Embedment) Sta. 240 to Stc. 423 ® - 2001 - - StratoGrid SGZQO Viewed From Front Facie of Wall - - � 350 - - StrataGrid W300 , CX 6"rid Length (ft) 0 *' brain Pipe to, Daylight . [Design Soil Bearing Pressure = 2,000 - Ransen Road (The Point) Church "I'll, . Hansen Road - Albemarle County, Virginia I I - CIRCEO GEOTECH � cirrIe 0 ! _ i . 5956 SuckloW Mill Road technical qi , . � 11 rin�CJI Roanoke, Virginia 24019 . .. i Phone: (540) 366-2379 f .1Fax. (540) 904-6200 � !�K#190011111 1, MLTAEWWWt#Xs-= - - I 11 . #.ZTr*TA - AIAT I 'r*y - , ;E 0 't 0 C) 0 . I 0 N Z NCq E W W rN 't Z M 5 z W .7 2 V ,4 F. W W < 0� > i - V) Lj _J I _J a> :E V) W I- F- V) �_ <0) W -1 0> N< - I 0) () W _+_1 I 011001 Is oar 11 MEMO I Date A=Z Sheet No. _C17 OF19 � File No. 16.025 WALL LEGEND Cap Unit (4" Height) � 5z8 Lower Wall Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete} TOC Top of Cast Unit 524 Top of Wall (Excluding Cap Unit) HOW Cap Unit (4" Height) 1200- Strata6rid 56200 57-0 Height x 1W 'Width) 4- 518 or Min. 3" Lean Concrete) TOC 516 ' TOW 514 BOW Bottom of Wall (including Embedment) 200- ' Strata6rid 56200 �a2 a� 350 - StrataGrid 56300 510 GL beogrid Length (ft) O 4" Drain Pipe to Daylight a 506 504 512 Wo 498 530 -7 > }: Min Pui rt I� 2" Safety Handrail or Fence in Reinforced Fill Zone � � � i TOC � 520.33 (High .- -� TOC 5,17.6"1 TC3`UV' = 520,00 ' 518.33 �-� r jC?C 1 _ TOC 516.3; U4 'TOW 517.33 i W 518.00 522 ° "r11V = 516.C1Li t _.-t Lw4FT _. =� t - ,.t'.a 520 1" S t I i -.vwtm 'mswi mob FT -a4 iuw« wwa ww *Aa�eP'.. _ GL # ww CSL - 5.5 F i 6L = 9.9 FT�QC�y= ��g+��y�y°p i# t TOW AFY 51.2.00 " r > Mewa i.ma�. - " ;: �¢ F'S' :aaaer ' � y 6L = � FT �. � lrwo mwv A'�` n ' � oma eaw I _ pim LaS�F � ��:55F7' �Ct" 51 fi 6L : 4 FT,« - .$ FT �.-.. 514 - : s " 12 tori _ 4 Fi - ✓ " -cwt '+ -. -., :f• " -r `� -,. �. a ,, y I - 6 Tl"ilCli,5tone 510 _. t pA,W 515.33 v Leveling !wi� J C t4 'iL yp� .;, w 'F,' .-,', . r ...T " :: ,.! ., •.•=. t: h` ^, , „ ::. +.ir FA t '� . -i3 Y3d .:',.. t -:, 'r+:.✓, ..,. . ,,; , � , u-,.rY a wr, "-' ,:. �� YV ��.0V W 512.00 00 !+• (, iii vl5r'4 509. { , P , osed Grade at ottom o Wall 1 � ryy. �� k r IS... / 4 :,r - , `� A7 4'Y j.J 4J.V'-V P4F YY Drain Pape to Daylight - FT y 502 (Typical) w Point) 500 10 20 30 X4.5 40 50 60 70 80 90 94.5 100 110 111 1 Station (ft) ' 5,5 FT SL 4 FT i _ 520- 518- 516 20„5k18- 516 - 514 .. 510, *-WS - Soft - 544 , til Loa 502 500 498- 496,- 494 98- 96 - 494 4921 490. Station (ft) GL = 8-5 FT RETAINING WALL C :a. 8 to Sta. 117 RETAINING ALL Sta.. °° t. 132 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 psf o ,33 510.00 aQ 61.=5.5FT Hansen Road - Albemarle County, Virginia -- piety �eat�chi'tlCal. i1t]lii fiti , R.IC Scale: JH- 3"= 10 ft. '; 1"= loft. {. bate: 09/23/18 L?ouicinh^_ -.� iF E i.Q311 40 4 5 50 60 70 80 90 162.` 110 120 11 Station (ft) I � i� Cl. = i F a 1-a, ---- te--�,_...__.-_. .=14 FT �p ,A TOC508.33 Min 42 fe Hond:roil or Fence. _ 516 {- - T3C = 50633 ' _ TOW = 508..00 I e _ X74. i (TOW506=- I 512 - _ r s 510 :... ...... { I i i I ITOC 501.Ei I � I , 1 I I 1 t i .i"yti(x GOL 16 FT- _ Q.... w�= ..■' sea' - -`- - ----- R ups-a�; :.a,�e�--. .:�•-_�-�.+wsS� ,:--+ice-- .,. ] � . � :. ... . ; .. ;, .:: r' .. fyl. � ]� FT` TOW= as �L � �' . .e ,m4e--rte=-s-.ew -ie-fir-. - err :-c--sem-i av �;+s�3-zE-�, -a}i[, LSF'(' -s`r-'c�--.: n. - £+G .. dya FT is . 18 Fl -0 :... uJ r �< "". . t m R M kcmm R �� ( HNkI N n'W3 m mom �pF. Nat�4 L 3 FYFT �p� 5l. i.,. . .. �-:.i x: • .. w, B�aap y�� 1 >O� as �.- '�� [Tt. .k4�f , i%F :a...JaYw �; ms : ie.:e, c ,Y . tk , . _ {" �L - 18 y=T r~ .' - • v ' ........ '.- •': .. . .-. mws �AIL0.i L `h 77 15 FT (j L .\ I i r' Y^ i' ,.. I v n" a i a ..lfe. H h R) 1t Bottom G�Q@jjP" d aCE$fiUJ �YJy sow;:I p 1 .ti t` fi�• t�'. , , 93. 6' Thick ��:48.6� Point)(Low orm Drar��nder� 492---f-- -- _ Use ,ill Crushed Stone. Around Pipe To Prevent eettlexnent leveling lead � l Drain Pipe to Daylight - 40 FTC) �^ (Typical) 490 120 1,30 140 150 1. b0 170 18 1 1 198 l 1 Station (ft) LEGEND Cap Unit (4" Height) � l i Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete} TOC Top of Cast Unit LEGEND Top of Wall (Excluding Cap Unit) HOW Cap Unit (4" Height) 1200- Strata6rid 56200 Anchor Diamond Pro units (8" Height x 1W 'Width) S. Leveling pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOC Top of Cop Unit TOW Top of Wali (Excluding cap Unit) BOW Bottom of Wall (including Embedment) 200- ' Strata6rid 56200 a� 350 - StrataGrid 56300 GL beogrid Length (ft) O 4" Drain Pipe to Daylight 520- 518- 516 20„5k18- 516 - 514 .. 510, *-WS - Soft - 544 , til Loa 502 500 498- 496,- 494 98- 96 - 494 4921 490. Station (ft) GL = 8-5 FT RETAINING WALL C :a. 8 to Sta. 117 RETAINING ALL Sta.. °° t. 132 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 psf o ,33 510.00 aQ 61.=5.5FT Hansen Road - Albemarle County, Virginia -- piety �eat�chi'tlCal. i1t]lii fiti , R.IC Scale: JH- 3"= 10 ft. '; 1"= loft. {. bate: 09/23/18 L?ouicinh^_ -.� iF E i.Q311 40 4 5 50 60 70 80 90 162.` 110 120 11 Station (ft) I � i� Cl. = i F a 1-a, ---- te--�,_...__.-_. .=14 FT �p ,A TOC508.33 Min 42 fe Hond:roil or Fence. _ 516 {- - T3C = 50633 ' _ TOW = 508..00 I e _ X74. i (TOW506=- I 512 - _ r s 510 :... ...... { I i i I ITOC 501.Ei I � I , 1 I I 1 t i .i"yti(x GOL 16 FT- _ Q.... w�= ..■' sea' - -`- - ----- R ups-a�; :.a,�e�--. .:�•-_�-�.+wsS� ,:--+ice-- .,. ] � . � :. ... . ; .. ;, .:: r' .. fyl. � ]� FT` TOW= as �L � �' . .e ,m4e--rte=-s-.ew -ie-fir-. - err :-c--sem-i av �;+s�3-zE-�, -a}i[, LSF'(' -s`r-'c�--.: n. - £+G .. dya FT is . 18 Fl -0 :... uJ r �< "". . t m R M kcmm R �� ( HNkI N n'W3 m mom �pF. Nat�4 L 3 FYFT �p� 5l. i.,. . .. �-:.i x: • .. w, B�aap y�� 1 >O� as �.- '�� [Tt. .k4�f , i%F :a...JaYw �; ms : ie.:e, c ,Y . tk , . _ {" �L - 18 y=T r~ .' - • v ' ........ '.- •': .. . .-. mws �AIL0.i L `h 77 15 FT (j L .\ I i r' Y^ i' ,.. I v n" a i a ..lfe. H h R) 1t Bottom G�Q@jjP" d aCE$fiUJ �YJy sow;:I p 1 .ti t` fi�• t�'. , , 93. 6' Thick ��:48.6� Point)(Low orm Drar��nder� 492---f-- -- _ Use ,ill Crushed Stone. Around Pipe To Prevent eettlexnent leveling lead � l Drain Pipe to Daylight - 40 FTC) �^ (Typical) 490 120 1,30 140 150 1. b0 170 18 1 1 198 l 1 Station (ft) RETAINING WALL i to sta. 198 Viewed From Front Face of Wall (Design Soil Bearing Pressure = 2,000 1 Hansen Road - Albemarle County, Virginia CIRCEO &EOTECH iice0 59% Buckland Mill Road C 8n9irle` edng, P.C. Roanoke, Virginia 24019 Phone: (540) 366-2379 - _-------- - Fax: (540) 904-6200 1"= 10 ft. Scale: V: 1"= loft. bate: 09/23/18 Revision: I-- _ Project No. I RW -2126 Abut to W .P,.P l , Hansen Road - AlbeTarle County,�lCIRCE0 GEOTECH 43 5956 Suckland Mill ... Geot chnfcal h Y Roanoke, Phone: (540) 366-2379 -6200 Project No. # +i .33 (High Poin' TOW - 5,20.QO 12 20 30 40 b0 �(i 8t3 9a 19C1 110 120 Station (ft) nsa, _Min 42 Safe Handrail or Fence ----- � - TOC 211.33(High Paint TOC - 51..3 ! 526 °TiaV - 518, 0 TC?C - 516,33 52.4 TOWI, TOC qq 0 V-4 520 I FT � t t 'w.. g T 544,67 { 51$ 1 I t f f - I � t I t -sam. cin nd .em maw mora akm swam: wx. waer .- td1 , o 516: - < __. 514 1-4 i:U 57..2 GL.s6FT ,9FT GL=�Fr� .t i Ot I { i r "RAF sty „�� , ✓ J . � �` �. F:.t by � M, ,.- '✓ ,.-.'.. , '�.,,y F- .. _, .. :;: ,. ,, ,a r:{. ., -. �...�.. :'F 'J', spy i F 5 r"C 6i F f 1 rk i. f`-7 1 tali f Th DO pr� 512.67i4 1 iP l Pili Cl P l~e a ro ase t3i�ade at � t� a p � at In of �V 11 r - 4 t � :.1 ..4 t., r ;r bra n F eta a 1. �C� F°1" � �'. (Typical) 502 Pg { i 120 134 1.40 150 R60 170 174 180 190 1 -951 i Station (ft) l l 61. 8 FT ! ,,r iii- = 6 FT .�*,.J LEGEND Hansen Road (The Point) Church Hansen Road - Albemarle Coup , Virginia Cap Unit (4"' Height) CIRCEO CEOTECH Anchor Diamond Pro Units (8" Height x 18" Width) ,r { i�Geta 5956 Buckland Mill Road Leveli Pad (Min. 6" Thick Stone or Min. 3" Leon ConcreteCecttelinical '� ) RETAINING , Engining, P.C. Roanoke, Virginia 24}19 TOC Top af' Cap Unit ALL � Phone: (540) 366-2379 TOW Top of Wall (Excluding Cap Unit) fit#, �1 _ �_. __-�___ Fax: (540) 904-6200 , BOW Bottom of Wolf (Including Embedment) am 0 to tam 195 V= 10 ft., w� 2001 " Strota6rid 562011 Viewed From Front Face of Wall � Scale: V: 3"= 10 ft. Project No. RW -2126 m 3.50 5trota6rid 66300 / � bate: 09/23/18 6L beogrid Length (ft) 0 4" Drain Pipe to Daylight- --- [Design Sail Bearing Pressure = 2,000 psfj Revision: -- Sheet 12 of 15 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} TOC Top of Cast Unit TOW Top of Wall (Excluding Cap Unit) HOW Bottom of Wali (7:ncluding Embedment) 1200- Strata6rid 56200 350 - Strata6rid 56300 S. 6eogrfd Length (ft) 0 4" Drain Pipe to Daylight RETAINING WALL i to sta. 198 Viewed From Front Face of Wall (Design Soil Bearing Pressure = 2,000 1 Hansen Road - Albemarle County, Virginia CIRCEO &EOTECH iice0 59% Buckland Mill Road C 8n9irle` edng, P.C. Roanoke, Virginia 24019 Phone: (540) 366-2379 - _-------- - Fax: (540) 904-6200 1"= 10 ft. Scale: V: 1"= loft. bate: 09/23/18 Revision: I-- _ Project No. I RW -2126 Abut to W .P,.P l , Hansen Road - AlbeTarle County,�lCIRCE0 GEOTECH 43 5956 Suckland Mill ... Geot chnfcal h Y Roanoke, Phone: (540) 366-2379 -6200 Project No. # +i .33 (High Poin' TOW - 5,20.QO 12 20 30 40 b0 �(i 8t3 9a 19C1 110 120 Station (ft) nsa, _Min 42 Safe Handrail or Fence ----- � - TOC 211.33(High Paint TOC - 51..3 ! 526 °TiaV - 518, 0 TC?C - 516,33 52.4 TOWI, TOC qq 0 V-4 520 I FT � t t 'w.. g T 544,67 { 51$ 1 I t f f - I � t I t -sam. cin nd .em maw mora akm swam: wx. waer .- td1 , o 516: - < __. 514 1-4 i:U 57..2 GL.s6FT ,9FT GL=�Fr� .t i Ot I { i r "RAF sty „�� , ✓ J . � �` �. F:.t by � M, ,.- '✓ ,.-.'.. , '�.,,y F- .. _, .. :;: ,. ,, ,a r:{. ., -. �...�.. :'F 'J', spy i F 5 r"C 6i F f 1 rk i. f`-7 1 tali f Th DO pr� 512.67i4 1 iP l Pili Cl P l~e a ro ase t3i�ade at � t� a p � at In of �V 11 r - 4 t � :.1 ..4 t., r ;r bra n F eta a 1. �C� F°1" � �'. (Typical) 502 Pg { i 120 134 1.40 150 R60 170 174 180 190 1 -951 i Station (ft) l l 61. 8 FT ! ,,r iii- = 6 FT .�*,.J LEGEND Hansen Road (The Point) Church Hansen Road - Albemarle Coup , Virginia Cap Unit (4"' Height) CIRCEO CEOTECH Anchor Diamond Pro Units (8" Height x 18" Width) ,r { i�Geta 5956 Buckland Mill Road Leveli Pad (Min. 6" Thick Stone or Min. 3" Leon ConcreteCecttelinical '� ) RETAINING , Engining, P.C. Roanoke, Virginia 24}19 TOC Top af' Cap Unit ALL � Phone: (540) 366-2379 TOW Top of Wall (Excluding Cap Unit) fit#, �1 _ �_. __-�___ Fax: (540) 904-6200 , BOW Bottom of Wolf (Including Embedment) am 0 to tam 195 V= 10 ft., w� 2001 " Strota6rid 562011 Viewed From Front Face of Wall � Scale: V: 3"= 10 ft. Project No. RW -2126 m 3.50 5trota6rid 66300 / � bate: 09/23/18 6L beogrid Length (ft) 0 4" Drain Pipe to Daylight- --- [Design Sail Bearing Pressure = 2,000 psfj Revision: -- Sheet 12 of 15 5 147w, I 0 WAL Lower � G 540 vall 15-35 536 534 532 53.0 5za 526 U4 522 520 518 5,16 514 512 510 U 534 ill 532 530 528 526 U4 4- ,2 520 V 518 516 514 512 5110, 508 5016 5014 Abut Wall G To Building Foundation Wall 40 C.+n+io%nt;+*t &L 8 FT = 6 FT TOC = 528.33 TOW = 528-00 TOC = 5271.00 TOW = 526.67 UJ BOW = 523.33 (Low Point) a ENLARGEO SITE PLAN M 10 20 30 40 50 L'. �tj 60 70 [:�'5] Station (ft) rA-, = 14 FT GL m 12 Fr LEGEND RETAINING WALL G Cap Unit (4?' Height) Sta. 0 to Sta. 84 Anchor Diamond Pro Units (8" Height x IV' Width) Leveling Paid (Min. b" Thick Stone or Min. 3" Leon Concrete) RETAINING WALL H TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) Sta. 0 to Sta. 75 sow Bottom of Wall (Including Embedment) StrataGrid 56200 Viewed From Front Face of Wall 350 — Stratarrid 56300 IGL Geogrid Length (ft) 0 4P brain Pipe to Daylight [design Soil 'Bearing Pressure = 2,000 psf ] WALL J a 110!m 530 - 5,2.8*, ,28 - 526 - 524- 522- 518 4- 516 514 512 5 40 - 500 - 506 500- 506 504- 502 - V bi 84 Hansen Road - Albemarle County, Virginia -- P I C Ill= 10 ft, Scale: �.lu= 10 ft. bate; 1 09/23/18 Revision: i -- CIRCEO GEOTECH 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax. (540) 904-6200 Project No. RW -2126 Sheet F-13 of 15 NO 0 50 60 70 80 90 loo I lot 1 110 120 Station (ft) 64 = AFC GL = 6 FT ------- LLAJU 49"safety.Handrail or Pence TOC = 515.67 TOC = 516.33 5.30 - - I TOW Z 515,33 --TOW 5160 52 TOC 517.00 6- Add Yard Droin Low Point TOC - 517.00 6, TOC 516.33 524 TOW 516,67 wl 69 Dio. PVC Riser a 4� TOW 516.67 TOW 516= 522 T- F I brain Pipe to tmyldaylight- 40 FT O.C. (TypicaAbut to Walll) EM, 8 FT3 j72 C -L a FT 8L=8 T 514- 8 FT 8 FI8 FT GL -isssr -arft--�w -WSW-, om 512 - GL 0 FT &L8 FT 10, FT 510 4- 5;10.00 4$L;6FT BOW - 508.67 (Low Point) 504- -olid PVC Pipe w/ Glu 4 Joints 120 1 ag4, 1=9 2 1611 Oio. 130 140 150 160 170 1: E61 E- Drain To Daylight station (ft) Do NOT Connect To Foundation Drain, a 6 FT dd GL 8 FT Hansen Road- (The Point) Church LEGEND Hansen Road - Albemarle County, Vir2inia CIRCEO GEOTECH Corp Unit Height) Anchor Diamond Pro Units Call Height x 18" Width) Orceo 5956 Buckland Mill Road 0 .ee Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) Enginring Roanoke, Virginia M19 p.c, ING TOC Top of Cap Unit RETAINWALL 1 Phone (540) 366-2379 ---------- -6 TOW Top of Wall (Excluding Cap Unit) IH: V= loft. Fax: (r>40) 9N -_200 sow Bottom of Wall (including Embedment) Scale: 1200- StrataGrid SGP -00 Viewed From Front Face of Wall IV: -,= 10 ft, Project No. RW -2126 �3!50 — Strata6rid 56300F bate: 09/23/18 &L Geogrld Length (ft) 0 W, brain pipe to ba0ight [Design Soil Bearing Pressure 2,000 psf Revision: Sheet 15 of 15 wim �WALL 3' 538 536 534 TOC = 520,33 TOW z 520.00 528L rT 526 524 .4 tU 5-2 3 47. -4f, 8 is .. ... . . . . . F :1 .516 r r -4 to FT 514 GL 8 FT DOW 517.33 (Low Point' 510 a. zip�T i ro,-=6 FT 6L=8 FT161.=..10 FT --- --------- WALL 1 - JJ TOC:; 527.00 l 534 �1- 7 TOW;: 526,6 534 5,32 -AV 0 530 528 42 U) 526 - GL 10 FT 524 6L r 10 F7 ill 522 j &L 10 FT I -,W! i� �-7 75 11 Mill, 520 Q. lb FT iii * iii sm 1510 6i. - w FT �--1 7 516 514 - 512 - Z 517.33 (Low Point) 510 120 130 140 1. LEGEND Cap Unit (*' Height) Anchor Diamond Pro Units Height x 18" Width) Leveling Pod (Min. 6' Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) Dow Bottom of Wall (Including Embedment) —1200- StrataGrid 56200 ® �350 — StrataGrfd $6300 CTL Geogrid Length (ft) 0 AV' Drain Pipe to Daylight --------- - _77 7 C? 4 ----- ------ J_ ELL Zl— GL 12 F -- -OL,7 12 FT -.4-4:;,- .. .... ..... 1--4 - ----------- Gtt L. 1Z FT 12 F 1- i— L r;�L 12 FT FT' 6L 12 FT G a F 17-i -7 -7 7 &L 12 FT 0� FT 75 tt hic ton �:f: o osed (7racl.e at Bottom of WO 9 Pad rain Pipe to Daylight - 40 FT O.C. (Typical) 17,33 (Low Point) 50 60 70 80 90 100 110 Station (ft) . . .... R = R FT ----- - ----- ---- - ----- - ----- ---- - --- Min 42" Safety Handrail or Fence L-4 TOC = 526.3 TOC = 525.67 TOW 526 00 TO 525.33 LEL T.. - -------- :16 R 10 FT ? GL 10 FT 1c, -1 GL10 FT e vir GL 10 FT 7 1OFr #0 jlll-k� T--- 10 PT W q FYT� TVP7, sw 6L IU f ww �i-'611 Thick Stone Proposed Grade at Bottom of Wall Orain Pipe, to Daylight - 40 FT OX. (Typical) Leveling Pad, 150 160 170 ISO roL 7 10 FT Station (ft) 1 FT- 't—L RETAtel' t,41N& WALL I Stm� 0 to Ste. 2055 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 TOC = 519.67 TOW =51733 rz Sn, BOW = 517.33 (Low Poin Hansen Road (The Point) Church Hansen Road Albemarle County, Virginia CIRCEO GEOTECH Ciroec 5956 Buckland Mill Read ellechnical AIL, Roanoke, Virginia 24019 Engi.neorinq RC, Phone: (540) 366-2379 Fax. (540) 904-6200 H: Ili= 10 ft, scale. IV. Ili= 10 ft. Project No. RW -2126 bate: 09/23/18, Revision: Sheet 14 of 15 INSULATED METAL WALL PANEL METAL CAP FLASHING METAL FLASHING INSULATED METAL WALL PANEL FACE BRICK INSULATED METAL WALL PANEL MANUFACTURED STONE VENEER METAL CLAD CANOPY WITH GUTTER DOWNSPOUT GRADE BEYC e�_annr )P OF UPPER PARAPET - 142' -oil P OF LOWER PARAPET 136'-0" f I VENEER 71ANINE FFE ' - 10" 112 .ING SYSTEM N LE_VELFFE r� 100' - 0" `J LOWER LEVEL FFE 86'-Off pp TOP OF FOOTING_ 84'-0" TOP OF UPPER CAA MAPET 2'- Off ►WER APET_ 6'-p,� L PANEL VENEER YOND ' - 10" 70 - FFE 0'-0" _ FFE ►TING 4'-Off ARCHITECTURAL NOTES 1. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MATERIALS LEGEND 1.MANUFACTURED STONE VENEER ELDORADO STONE - STYLE: MOUNTAIN LEDGE, COLOR: DURANGO 2. FACE BRICK GENERAL SHALE - COLOR: MALLORY CREEK 3. INSULATED METAL PANEL (above windows) METLSPAN CF FLUTE WALL PANEL - COLOR: BROWNSTONE 4. PARAPET METAL PANELS METLSPAN CF FLUTE WALL PANEL - COLOR: MIDNIGHT BRONZE 4. METAL FLASHING, PARAPETS, GUTTERS & DOWNSPOUTS PAC CLAD - COLOR: MIDNIGHT BRONZE 5. TPO MEMBRANE ROOF FIRESTONE ULTRAPLY - COLOR: TAN CD — (D T U) C) co N N N � Q U7 U � m C � o L (0 CV T 12/13/17 ALL DESIGNS, GRAPHICS AND DATA ON THIS SET OF DRAWINGS ARE THE INTELLECTUAL PROPERTY OF BLUE RIDGE ARCHITECTS, PC AND HAVE BEEN CREATED AND DEVELOPED FOR THIS SPECIFIC PROJECT, USE OF ALL INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED WITHOUT THE WRITTEN PERMISSION OF BLUE RIDGE ARCHITECTS, PC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT SITE, AND SHALL NOTIFY BLUE RIDGE ARCHITECTS, PC OF ANY DISCREPANCIES FROM THE DIMENSIONS AND CONDITIONS SHOWN IN THIS SET OF DRAWINGS. IF DISCREPANCIES ARE FOUND BETWEEN ANY ELECTRONIC FILES AND THE SEALED ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN, COPYRIGHT: 2018 N MARK DATE DESCRIPTION PROJ NO: 01-17-024 A201 EXTERIOR ELEVATIONS 10l19/2018 9:52:31 AM MAN L GRADE (VARIES - SEE CIVI MANUFACTURED METAL CAP FLASHING METAL FLASHING INSULATED METAL WALL PANELS METAL FLASHING FACE BRICK MANUFACTURED STONE VENEER METAL CLAD CANOPY W/ GUTTER DOWNSPOUT/BOOT DOWNSPOUT GRADE (VARIES - SEE CIVIL)--- ---- - METAL CAP FLASHING TOP OF UPPER PARAPET 142'-Olt ER ROOF T.O.S. 137'-7" L WALL PANELS NINE FFE AL 112' - 10" =VEL FFE —100'-0" =_VEL FFE 86' - 0#1 FOOTING 84' - 0"-70 )PPER ZAPET .0 --Oil Alp DWER ZAPET 36'-0" ROOF T.O.s. 26'-0, IE FFE Z' - 10" :L FFE ow od�o :L FFE / , 86' -off TOP OF FOOTING 84'-0" ARCHITECTURAL NOTES 1. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MATERIALS LEGEND 1.MANUFACTURED STONE VENEER ELDORADO STONE - STYLE: MOUNTAIN LEDGE, COLOR: DURANGO 2. FACE BRICK GENERAL SHALE - COLOR: MALLORY CREEK 3. INSULATED METAL PANEL (above windows) METLSPAN CF FLUTE WALL PANEL - COLOR: BROWNSTONE 4. PARAPET METAL PANELS METLSPAN CF FLUTE WALL PANEL - COLOR: MIDNIGHT BRONZE 4. METAL FLASHING, PARAPETS, GUTTERS & DOWNSPOUTS PAC CLAD - COLOR: MIDNIGHT BRONZE 5. TPO MEMBRANE ROOF FIRESTONE ULTRAPLY - COLOR: TAN Fmm 6/12/2018 ALL DESIGNS, GRAPHICS AND DATA ON THIS SET OF DRAWINGS ARE THE INTELLECTUAL PROPERTY OF BLUE RIDGE ARCHITECTS, PC AND HAVE BEEN CREATED AND DEVELOPED FOR THIS SPECIFIC PROJECT. USE OF ALL INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED WITHOUT THE WRITTEN PERMISSION OF BLUE RIDGE ARCHITECTS, PC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT SITE, AND SHALL NOTIFY BLUE RIDGE ARCHITECTS, PC OF ANY DISCREPANCIES FROM THE DIMENSIONS AND CONDITIONS SHOWN IN THIS SET OF DRAWINGS. IF DISCREPANCIES ARE FOUND BETWEEN ANY ELECTRONIC FILES AND THE SEALED ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN. COPYRIGHT: 2018 N 05116/2018 1 PERMIT SET 02/09/2018 QAR - TWL MARK DATE DESCRIPTION 4 PROJ NO: 01-17-024 A202 EXTERIOR ELEVATIONS 10/19/2018 9:52:45 AM