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SUB201200002 Plan - Approved Minor Amendment 2012-05-11
rn 3 O U UI N O CID0 00 3 s Q) 0 C a v v N O N O 00 O N t W U 0- C v ani Q 0 00 o N N SHEET NO. DRAWING NO. 1 OF 27 C-1 2 OF 27 C-2 3 OF 27 C-3 4 OF 27 C-4 5 OF 27 C-5 6 OF 27 C-6 7 OF 27 C-7 8 OF 27 C-8 9 OF 27 C-9 10 OF 27 C-10 11 OF 27 C-11 12 OF 27 C-12 13 OF 27 C-13 14 OF 27 C-14 15 OF 27 C-15 16 OF 27 C-16 17 OF 27 C-17 TITLE COVER SHEET ADDRESSED PROFFERS AND VDOT COMMENTS GENERAL NOTES AND LEGEND ADDRESSED EARTHWORK SPECIFICATIONS COMMENTS VDOT, ROAD AND PAVEMENT CONSTRUCTION NOTES EXISTING SITE CONDITIONS SEE NOTE 2 ON DWG. C-1 OVERALL PLAN AND SHEET LAYOUT ADDRESSED GRADING PLAN COMMENTS STONEFIELD BOULEVARD PLAN AND PROFILE — STA. 10+00 TO STA. 20+50 STONEFIELD BOULEVARD PLAN AND PROFILE — STA. 20+50 TO STA. 26+75.17 EROSION AND SEDIMENT CONTROL NARRATIVE EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL DETAILS (PAVEMENT MARKING AND SIGNAGE PLAN TYPICAL SECTIONS AND DETAILS SQUARE \/DOT STANDARD DETAILS 'VDOT STANDARD DETAILS 27 OF 27 C-27 ROADWAY PHOTOMETRIC STUDY NOTE: 1. STONEFIELD BOULEVARD IS NOW CHANGED TO DISTRICT AVENUE PER THIS NOTE, 2. THIS AMENDMENT DESIGN REVISES STONEFIELD BOULEVARD (DISTRICT AVENUE) TO A PRIVATE STREET. THIS INVOLVES A SHIFT OF THE SIDEWALK AND PLANTING AREAS, REMOVAL OF THE GUTTER PAN NORTH OF THE INTERSECTION WITH HOUSTON STREET, ADDITION OF THE RIGHT TURN LANE AT THE INTERSECTION WITH BLACKBIRD LANE, REVISIONS TO BIOFILTER ON STONEFIELD BOULEVARD (DISTRICT AVENUE), AND RELATED REVISIONS. 3. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT PLANS WPO 2010-00023 FOR GRADE AND LOCATION. 1 ADDRESSED COUNTY AND VDOT COMMENTS 2 ADDRESSED COUNTY COMMENTS 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 5 ADDRESSED COUNTY COMMENTS 6 ADDRESSED COUNTY COMMENTS N0, SHEET REVISION JDB 9/14j/11 9/271,/11 JDB JDB 12/22x,/11 JDB 1/27/1'112 JDB 3/9/12 BY I DATE I N0. SHEET REVISION WPO# 2011-00036 JUNE 16, 2011 N 61W, PARCEL 3-19A THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, D DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3-19A, 19B, 23, and 24. TM 61W, PARCEL ��°Q FASHION SQUARE MALL WHl WOOD F SITE O� ° O�,a �0 SEMINOLE SQUARE SHOPPING SL CENTER Q' � �p O•p9 9Q G'C i US HWY 29/250 �-9 BYPASS�� qc�S G o O4 HILL Ins U.S. ROUTE 29 — U.S. ROUTE 29 — BY I DATE VICINITY MAP 'SCALE: 1 "=2000' f - y � I ill Ill<ll WIN SPERRY MARINE PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY) SCALE: 1 "=400' ��TH OF Lice. No. 0422 °.c1 �s 1 SS�IONAL E "r"_Efe-. Nb. 12257 ONAL E G I I I I I I I I 1 IF ENGINEERS SUR\VEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemiore Square Pl. Lynchburg, VA 24502 Chulottesvidile, VA 22911 Phone: 434.316.6080 Phone:4?34.984.2700 www.wwassociates.net : SITE DATA DEVELOPER/APPLICANT: ENGINEER: s'i'r , Y4,I mac'), ALBEMARLE PLACE EAAP, LLC 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652-7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHER@EDENSANDAVANT.COM WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE@WWASSOCIATES.NET SOURCE OF TITLE: 61W, PARCEL 3-19A THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3-19A, 19B, 23, and 24. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUN'1Y, STATE: MAGISTERIAL DISTRICT: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 & BY AERIEL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 ALBEMARLE COUNTY, VA JACK JOUETT TM 61W, PARCEL 3-19A TM 61W, PARCEL 3-19B TM 61W, PARCEL 3-23 TM 61W, PARCEL 3-24 TM 61W, PARCEL 3-25 NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR NOTE: 1. EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT PRIOR PLAN DATA FOR COORDINATION PURPOSES. 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN (WP02009-00074) • ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008—(00068) AS PREPARED BY VIKA • ALBEMARLE PLACE TOWN CENTER/ACSA OFF—SITE SANITARY SEWER PLAN • ALBEMARLE PLACE TOWN CENTER/CITY OF CHARLOTTESVILLE OFF—SITE SANITARY SEWER • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WP02010-00023) • STONEFIELD BUILDING C1—IV FINAL SITE PLAN • STONEFIELD TOWN CENTER — FINAL SITE PLAN AMENDMENT 3. VDOT ROAD CLASSIFICATION FOR STONEFIELD BOULEVARD IS URBAN COLLECTOR, DESIGNED BY: PROJECT: AMENDMENT TO JDB DRAWN BY: STONEFIELD BOULEVARD ROAD PLAN XTM ALBEMARLE COUNTY, VIRGINIA _ TITLE.- D'HH 13Y: COVER SHEET HFIN WWA NUMBER: EI LE NAME: DISCIPLINE 208025.02 802602C_C-01.dw9 CIVIL SCALE: DATE: H: AS SHOWN V. NIA 6116111 SET REV. NO. 6 DRAWING NUMBER: 0—I SHEET NUMBER: 1 of 27 0) ,t: : 'V � I Q U I N CJ (Z � 00 ._-11 rm �: _Q I-, 4) 0. 0 0 _� CZ �) _J 6 M 0 .E- P Q -6 0 8? �i ,�s � 03 0 CN 1�11 8 .2 CL la -1 0 E 4) Z2 14, to �i 00 Q) N 1-1 E Albemarle Place � . PROFFE R FORM I Date; �July 23,1010 ZMA #:2008-003, AlbemarlePlace . I q Tvix�Map and Parcel Numbe s. 061WO-03-00-01.9AO, 061WO-03-00-019�0, WWQ-01-69- r . . . , 0230ft 061WO-03_00-02400� and 61WO-03-00-02$00 .64,694 Acres zofied.Nelghborhood Model District (NMD), and 0.3404 acres to be rezoned � from:Commercia � I .(C-1) to Neighborhood Model District (NMD) Albemarle Ptace-EAAP, ttC, a Delaware limited liability conipariy, is the�fee simple.ownek (the � I . . . 4;Owner" � 06MO-01-00-02300, ,) of tax map. parcels 061WO-01-00-019AO, 061WO-03-00-019BOP . . , 061.W,0�0�-00_02 Q.0, and 06 0 I 1 4 , 1 W0-03�W-02500 (colle tively, the "Property"), which is the st.ibjea of zonin amendment applica�lon number ZMA 2008�003 known os "Albemarle 9 map , , . I . Place Amendment." Pursoant,to Section 313 of the, Albemarle County Zoning Ordinance, the Owner. hereby :voluntarily proffers the conditions, listedin this proffer st4tcment, which shall be Applied to the Property if the rezoning is approved by Albemarle County, These conditions are. proffered as . part of the rezoning and it is acknowledged that the conditions are reasonable. The Albem4le Place project Was originally approved by the County Board of Supervisors on October 22, 2003 A$ ZMA-2001,007, along with proffers from the prior owner 4 � atod October.2 I . ,2, . . �2003, and a Code of Development prepared by The Cox Coliapany dated October 15, 2003 (with Exhibit.A to the Code of Development last. revised July 8, 201 0) (the�4'Code of Development"), The Code of ae,velopment. included an application plan (the. "Application Plan"), The 1. improy 0p , . y are . . � ements py osed fortho Propeit , collectively referred to As the "Project." I The term "Ownee' as referenced herein shall include within its meaning the owner of recordand Successors in interest; The term 11APPI I iciation PIW'rofers to Exhibit A. Thc,term "Code of , Development` refers to Exhibit B., These proffers Amend and supersede th,e proffers acceptedin conjunction with,the approval of ZMA 2001-007. 1 The headings. of the proffer's set forth,below have been prepared f6t convenience or reference . . only and shall not control or affect the meaning .or be taken as an interpretation of any provisions of the proffers, 5� Cash Proffer for Charlott's'01110i Area Trausif �!CAT") 'Commercial C.arridor 1". 4itney , e I . I * ' Service": U on� ft roqu�st.,of Qoqrityj the Ownor�shall contr t_ . . � p - � the ,, I ibu e Tiycnty Thousand I 1. . . I . I I Dollars ($20,000.00) per 4nnurrior an amount equal to,twenty perc6rit (20%o) of the annual . . . . . operating and maifit6hande cost:81 I Whichever is less, for 4 period not to,excoed fte. years for operating and/or maintaining 4. dedicated "jithoy bps!' �servico to retail c9nanier64,1 . . developments � 00*.Place � along jhe, �JkpuW 29 Corrid . If the ..AT "' ,, jngluOing.Albom4i , I I I . ,or I � �, C .jitney seryboe" is not pla ed Into operation by the datp of f4spanpo of the. first oce � I . . .11c . % . . . " , ,tipancy permit for I a: cornmexcial building In Albemarle Place, then the Ownei shall contribute, 86en Thousand I z . Dolkim,($7,000,00). per anxim, for, a�,period tiot -to exc�ed five years, to CAT for costs assoclotocf with opprating,esi I sting CO bps route(s) tbaf provide, se,xvico to Alb, ornarle Place,. . � I I 6. Cask Proffer f6r Capital. Im. rov�ments: 'The, Owner shalt contribute One Million. Five P , .. 1. . Hundfred Thousand Dollars ($1,,500,000.06j. (hereinafter referred to iis� the "Total . � 1. Contiribittion' to. the County for th�-,- purpose; of itiridin . capital, imptoVemeots related, to ) , I.g - - I . Albeimarle Place. The owribu � hre Jiun4od and Seventy . . Oon shall he piid.As f6tlows, (4) T .. P I . Five: Thousand Dollar ($�75,000i0i)) shall lip Q -the County Within thirty (30) . I I 1 S 1 � q ; . , ,. ontribut9d to . . days after the first final site plan,or -subdivision plat �coritaining residential dwelling units is . apprb.vtd for Albemarle Place; (�) an.additional Three Hundred and Seventy Five Thousand Dollars ($375,000,00.) of the, total contribution shall bq�cqntributtd to the County prior 19 the I . issupince of a epilifica of.o c4p,a . its I M. rle . I � � 'ti� ,, c. , Apy for (ho, If . t res, d9riflat Owp0hig unit in Albe a . P14p,q, And (c) the remaining Seven Hundred Fifty Thousand Dollars (�7$ . 0 1 c I 11 � . , I � 1. 1. . 0,000, 0) of h . I _� Total Contribution shall be paid.. on a pro rata ba�is of Three Thousand Dollars ($3,000.00) ., 'fe i ed for ffie.first.two per r(.0sidQntW dwelling unitat the time certificates ofocoup.4acy a As�gu I �hutiojred fifty (2, - 50) dwelling units, ,No additional oontribudo,n shall be required for the �next . � . . . I -1 two hundred fl. . fty (�59) dwelling virittl$1. �. . . ., 1. "Phasinoof Albemarle Place Improvements: The Owner shall,ph4se development of- the . _ � . I . 7. , Project as f'ollows- . A, Phase 1: Phase 1 of the Project shall be composed of Blocks A, B, C and,l) as showa- Pn -the Application Plan, and as shown in more det R on Exhibit A� 1 attached hereto, .( Al I I . . ,"Phase 111), and shall include street and utility improvemonts4o serve tho-platined building , iraprov,eirients contained within,Phase 1. As part of Phase I, the Owner shall design and . . . construct Albemarle Place Boulevard.(also known as Fourth �treet/C,qdar Hill.. Road) C'Aibemade Place Boulov4rd!) from Hydraulic Road to the -pointwhere Albemarle Place Boulevard connects with the -now planned'westem eotrance to the Sperry Marine, facifitym, the location silo . , - ,wn on the Application Plan, and as shown in; more detail. on Exhibit A-1 i T I I . pp rting utility . iiisfirpt phase of Albemarle Phipe Boulevard shall include all su 011 . I infrastructure on such street, and shall be cornpje�ed Prior to issuance of a final certificate of I o . I fthe f , coupancy for any buildings within Blocks A, B, C.And D. Construction 6 Itst pliaso of I Albemarle Place Boulevard shall be. deerned complete When itis constructedin conformande with the Plans approved by the Virginia Department of Transportation CVDOT") and the _ � . . County Engineer has. approved it for vehicular travel, No more than three hundred.seventy . . I . I . . . . . . it . housand (370,040) square feet of commercial space and one, hundred seventy (I 70) dwelling units may be constructed within the Project until the remainder of Albemarle Place . . . � .� Boulevard is constructed to the: new planned intersection with U.S. Route 29 As sihowri on the Applicadoft PI#r4 Notwithstanding a I nything to the contrary contained ialhis,Parggraph IA, 1. � , the Owner shall be permitted to utilize.portions of the Phase 2 land (as shown. on -Exhibit I- A) for the installation of infrastructure to serve the Phase I building improvements to be constructed in Blocks A, B, C and D. � B.� Phase 1: Phase 2 of the P�qject shall be composed of ]Blocks E� F And Q as shown on the I I . . I I I I � � ,Applicatio . n Plan and as shown in more. detail on ExhibiUA- I.C�'Phase 2"), and shall include, -street.and utility improvements to serve the planned building iniprovern6rits contained within Phase 2 , As.pait of Phase 2, the Owner shall design and construct Albemarle Place � Boulevard from,tho-point where itoonnects with the, new planned western eA . ptrance to the I . Spc.rry Marine facili I ty north and east.through Blocks R, F and G to the neNv planned . . , I �i, ri tlie�Applicatiori Plan and as shown in mom . ntersection with U, S. Route 29 as shown o I I detail ,in Exhibit A- 1. T I his second phase of Albemarle Place Boulevard shallinclude.-all . %supporting,titility infrastructure on such street and shall be comploted,prior to 1 - ssuanoo of a � � , , . I . . final certificate of Qccupaneyfor any buildings .within Olo*s E) F and 0, Construction of . I I . the second phase of Albemarle Place, Boulevard shall be deemed complete when it is constructed in conformance with the plans approved by VDOT and the County Engineerhas , . approved itfor vehicular travel. Notwithstanding anything to the contrary contained in this . Paragraph lBj the�Owfter shall bc� permitted to utilize portions of the Phw 2 tond (pg shown . Qn_E�bibit I. 7-0 for the installation of infrastructure it) serve the, Phase I building improvements to be, constwoted in Blocks A, B, C and D:, . C. - Landspaoc� Improvements andjassociated streotscape improvements to serve the planned bvil4ing improyernenta contained,,A,ithin cach block shall be reviewed at the Ornoof final site , . . . , pit .eh:block. The Project shall hovea I �. I ,kn, review forpa I . consistently designed and planted �Streetscape along Route 29 and Hydraulic Road. . - , �i 06olifturd -volopment. Authority 11artici gtlon,. 'V,pon roquest. by the Covnt .the Ity Do I P 1, . I � . Y, Owner $hall petition for and consent to All tax map parcels used for non-residential purposes . 11 . I , I participating in 4 Community Developracti . I Authority, ("CI)XI) established pursuant to , I , . :Section. 15.24142,�let seq,.of the Code. of Virgi . nia C'Code') to be created for the. puip,ose. of implementing Ro.vAe. .2'9 regional transportation improvements, including bui . not limited to 11 ' Transportation. iTnprpv=ents within; the llsqpor Block", (the geographical ai�eq bounded by . I I . 1. .Route 29, HydraulieRoad, Commonwealth Drive, and Greenbrier Drive) and intersectionot' Improvements -associated therewith, I,: C*h, Proffer.for ]Route 29 Regional Transportation; The Owner will. m4ko a cash contribution to tile County for the MPO/2911250 Phase 2 Route.29 regional trAnsportAtion I 1. . . I . . . . _ . study,in the amount of One Hundred Thousand Dollars ($1 00,000.00). The eash contribution shall be made by the Owrierwithin thirty (30) days upon request by the County.� This proffer.: I . . . has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: The. Owner s . halt conlribute Ten. Thousand Dollars ($10,000,00.) to the City of Charlottesville for tho constructiow by ft City of lraf0c calming improvements on Swanson Road, Cedar Hill Road and other City streets intersecting Hydraulic Road. in the vic,inity of Albemarle Pine., The cash contribution shall, be made by the Owner within thirty (30) days upon requPst by the � I . . � C I ity. If the traffic calming.improvements Are not iraplemonted . by October. 15, 2007, all . . . .1 I . onexpended funds shall: be, refunded to the Owner, The City constructed the traffic calming , improvements, and, requested the prior owner of the Pr perty to pay the, , . Q ,, contribution on November 9, 2005, but them are no iminpdiat.cly. available records that. such contribution was . . I I ever received by the City. Upon evidence of prior payment of such. that is satisfactory to the. County, the. requirements of this Paragraph 4 shall be deemed.satisfie.d. In the event I the Owner has not produced such evidence to the County by'March 31, 2010, the Owner . � shall contribute the funds to the City within thirty (30) days of a written request ftom the . . , I , . City, providcd that such To st �is made no sooner than April 1 2011 At the time such , I qup- . . . 11 � 11 I . I . � funds are delivered to the City, �lie Owner shall. provide notice of such payment to the County. . . . If, fiwe(5) year$ from the.dato .0f Approval of the first'flitalsild pion or- subdivision. plat for resikutial dwelling units tb . at 4�-ontr` utioA has not..Nowfull paid, the bat I . Y � oTot , lb y ancP of the Totall Contribution .shA1I.b,e coptrib io�t�e.Courity,wit"b.iotbkty��6) � , . . _ _ day� uppq reque4t by � . . the County. If this fund has not bcq4 exhgps d by ;h,, Co t I . I . te 0 1 uri,yfi6r the stated pqrposewithin I . . . . fly' 10 I .e . ) years from the date the% last conVibutiom is,made, all unexpeaded funds shall be, refunided to the Owner, TaudditioniollieforegQin , afti: bu0diug-permftshave been issUed for the first five hundred - . .9 .1 I. . I I . (500)). -dwelling: units within Albemarle Place,, the Owner shall pay to the County Three � :Thouisand I Dol . lars ($3,6.00.00) prioY to the Issuance, of .4 building pormit for each new yesid;cntial dwelling unit thereafter, I ,Construction of Frontagq improvements 44.'Routol 29 and Hydraulic Road., At, its . I .. . � I I . expelinsb, the Owner shall plan, design, bond. and.00nstruct .travel lahe hl�provements to be I de,dic,,atcd. for public usei on it, Hyliaulic Road and Route.20 frontage, Thedesign shall be , Plan ; submitted with, t � first site or narl 'he (he: initial Owe of Alber " o Placc� The subject. frorittage improvements Are 4' ctod by EWbit F, "Short Term Route 29 Tra sport io I ppi I a At A . Impr(ovements," 'Me County may require these improvements. to be c0rnplete& as a ' prere�qWsite to the 1squance..'Of Any ceib.ficates�ofloccUpatioy. The construction of the subject , I Iftillnovern6rits shall. be deemed complete when they e' 0 , . i ar o mstiVeted in. conformance with the plans approved by VDOT and openi.W to public us.eas 4 - DOT. . . pprovod by V . 8, COUStriletiOn Of OffiSite IMpr0Yen1eW$,, , Upon request by -the County. or as provided . I �. . I . . . . , . � . , herein, the Owner sbaftplan,ldesign, bond and construct off�sitolrahgportation ifirprbyernents . in, the County And the 'City, As depicted on Exhibit F., �`ShQrt:Teft Route 29 'transportation. , . . . Improvernents",. If the, impp . :vements ,4 to ba constrqcWd, the County � q ire � . . , Are require.. . I - � � may re u these, improvenictits to s ance .f an cc i to of � . be completed. ps.a. p ti is u o y c tif ca .4 . g,eyp.qWf�1toto I o I I . oec,ulpanc�f. Construction shall be deemed compleft-whoh the Improvements ave�constructed �� in comformance with.the, plans approved by VD& and openedto�publio ust. as approved by � VDOT, ' . A. Off -sit I 0 Impro-voments:1o.. th 'County :# g an . 0 . it the Northwest Quidr t of the Hydraulic .Road/Routt .29 Intersection. The engineering, plats. and construction di-ocuments for o�&site improvements in -the County shall bk,-'subiaittod Nvith the flTstfinat Mile: plan for Phal e I of Alboma�f PlAcei. .. .$ 1 P .. . 1B, Off-sitelm.prov ents inihe City offt Northeast Quadrant of the Hydraulic , . em : . - , kdadiRoute 29 Intersection (numbered items 4 and 11 on V thibit V). The Owner shall, - siubmi . t the, engineering; plats. and con�ttuction documents (the "Plans") for the . I . I I improvements in the City of Ch4riottesIvillo.10 the City Of QlatioUpsville, with t : .1 , I . . Wn six , I I y (60) � days after the :r, I rst final. site plan f'or Phase I �bf Albemarle, Mace is submitted to the, � . County, The Ownet� shalt dillgent . ly putsuo. Appr0al,ofthe Plans i:ii the City, If the City � dioes not approve the Plan witbia.. ' . (6) inomlis after !he first fin � .8 .. six 11 .. . al. site, plan for the. fka mha$o� of A emar q Place . 1b I , ., is approved by, tbo. Count . tOwner shall not be required by . � , , _yj, tko , , . . t1his pwffer to construct any improvements f6rwhich Approval . shave not. been obtainedi . . � .1 . � . I . .. The .Owner shall tot be required by this proffer to, acquire or bt I herwi . se; pay for right of way in'thp. City for,those fmpKovements, I If the improvements A, rc. u red to be co structek tho Owner shall tompietp . ,rq, q. I .'" I . . � c,,onstruction of the Improvements 1for which right Of way is ,available w . ithin twelve� (12) . . months After the.� tssumt�,. of the. first �zvrtlflcate.11 of ocdooncy witbInAlbomarle. Plaeo_ Clonstructia'A shall, be deemed complete When ,.the jpTroyi�oent$,, T r t d in. I I I � I , :4 c, qon.st t1c P, conformance with,i.lio,Pl4iis:opproved��.y'VDQT and opened to p�ublio use, 4s�apprpvcd by I .. VDOT. . . I This Paragraph 8(13) is �subjeo to tho,totma pf Para '14, Olspb4tift . . . . It I gr4ph , ,tied Transportation . 11'Piproyeirionts." . 9. Resinmition,and Dedication of land for Reigio-hiil Route..29 and Hydraulic Road InteirsOction Improvementst The Owner shall.reserve for the rutqre� dedication to the . �Connmonwcalth of Virginia certain.land oa,the�Prqperty I :The C � , . A ,untyfi6r,!c0rtain short-�tcrm, . . , , o I . tran%portation imprQvemono for the 'Route 2�9 a4d'4y4raulic Road intersection (the "Short- . I . Ternn Route.29/Hydraulie Road Improvements") as fbIlows- (A) the la:a&sh6wh 49 "Parcel Al . I. I . I . '65 I �S.F." on the plat b.f Kirk, Hughes: and AssociaWs dated Mabah. 3 ' �T . I . . . 1. � 200%, last. revised � .Mamh:'25, -2010, which, plat is attached haroto:as Exhibit H,i and (b) any porttions of the parq(cl4showa as "PArppl 0 . ,, .a i .4 �.e.]Fuuit,�tl�gli�oPW4y.,i,)1118�; " Tareel'N to Right of ' . . . , _ o Futu Way� 9,Q79 S.F,?� 4 Arcot F ur Fu Rig t of Way: lfiW 5Y.," and 'Tarcel Fiye'Futpre� . ,) P .. . 0 , orp, I ' h ' .. I � I :.I 1. . I .1 _ . .. , I Rigint of Way 790 8,17 ., " on the Official. Map adop ou yoriD - I � , ted by tho�. C 'tit ecember 2, 2009,:a, I . I ,.. � copy! of -which Official MAp is attached hei6to 'As, txAbit.I, that aterequirtd by VDOT f6v thev � S�hovt-Texm. Route '29/ffydrau& Road, tn�provemehis- (Wjlectiv.,�Iy�, the, "Mort-Torm In 0 .1 � I . , S c n I I .,ri (hot the subdi "sion, plat � d pi ting the provements Ppdi Won Areali provided, how9ve � P . . vi 1. .. Short,Term improvements Dedication Area are �subject �to final. approval by the County ' I ,, . '. I 1. . Depwiment of. Community Development and. that the precise boundaries and size of the I i . I � I., Short -Term Improvements Dedicatiom Area rnaybpadjusted accordingly, . The Owrier shall de*ato ther -,Short-Tom, I : * .mpr9ypm,pnl§ .,Dedication Area to the Commonwealth of Virg ' iiiia in fee simple. by October I, 20 1 0, or within thirty Q 0) . days after the County. approves the subdivision. plat necessary to dedicate ,the Short -Terra ,Improvements, Dedication Area, whichever is first ta o0our, In. addition, tothe .dedication of � I the Short -Term Improvements Dedir I pliall cipiliogto gnO convey all - . . , ,ati-onr Area,, the, Owner a erm a_ . ,geanoconstrvto#one4sempnts.-forthe�$hoi:t�T Route 29/Hydraulic Ro d , . i 11 I � improvements. If the: Short-�erin Improvements Dedication Area 1 I . s � I not. dedicated and � � conveyed as .,part of A, subdivision .,plat, the wn . a ostg�,.of surveying And 11 prop ng Ipgal. 4 0� # r e . Ora. .. Ad dopurneats in a form oapoptable: to .the Offic of the A o n y Gen I . I . . neges ary�to dedic to an , the ShOO-Term. X . Qv"Ine s 6 0 3 .18 , . o p � I . atjo4 Area land, I , 4,corivey imp , 'At D di , After dedication and until the subject regional tram � , i . p(D.rtation improvemerits are funded for , con4tuction, the Owner shall, at the request of the lCounty, a ,. , consent of the , . . rid �wlth tho . Commonwealth of Virginiai maintain the Shoict-Torm 'Improvements Dedica0pri Area land until requested by. tile County to no longer do so provided the Owner is granted the right to *the exclusive use of the land for landscaped 6 en spmce,� A pocket park, tcmporat parking, p . . Y, . I fen!aing, s goage, utilities, or other. purpose as may be appmv,d with th na I I . .. , . I . , . c. e f) I site plan for the first phamp,of Albemarle Place, Upon being req � I . . , upstedl by the County to no longer maintain . I . the land, the Owner shall cease alluse of the land and remove all improvements established' . . . I . . - by the. Owner that the County, requests be removed. In the event that the Adopted design for future, ptiblio intersection improvements , does not � I � � , require the utilization ()fail of the Short-Torra Improvements Dedication Areal.and, upon the .Owner's request, the residual portion of the dedicated land shall be transferred to the Owner at no exponse-to the Owner. The, de,ed(s) of dedicati(on for 1hQ Short -Term Improvements I Dedication Area may provide for such condiflops, � . . I , 10, Reservation .and Dedication of Additional Land for Route 29 and Hydraulic Road � Intersection Improvenitnts: The Owner shall 3!eserve for future dedic . ,,ation.to the County, . � s.ubject,to the conditions herein below, perta � in 44ditionil land on the Property for the right of . . I � way for future Hydraulic, Road.and Route, 29 related :regional, transportation improvements, . . . � . , (the "Long -Term Rp4to 29/Hydrat;lic Road Improvement . s") As follows: (4). the area sho,mi. . I I . . as "Parcel Al 1,432 SY," on Exhibit H; and (b) any poilions, of the parcels shown on Exhibit 4 itas B. Owner% its oxpqns6 �lhall engineet; bqn4:,An,dv stMot traffic sign4lization . .1 . 4, Witb , i��:( b , . . .90 .. , . , . � � mpnt s oftor (hpNoti.c. ig sent. "to tho,,Dtre tori. or w x . . ".. . � . I ,O). . 0 , ., ,C _ Ithin. 4i ty (69) days I itr1provenaerit . 4 At the int scP094" f Al$ � , fter, eke utiba. of , the City Agyeet-nent�,wliiehev.ei�-is.,Iater-to oepur.,.the Owner shall contribut� I I 0 , ,parl��P'.l 0 pj.qvard, and Q,S , oute, �9i 'T*, ,4 0 1 . , , , . ac ... �) 0, 1. � I I . .01 . . , . . . 4R . I.. � . . traffic signalization improvements at this interseallon- shallbe construct6d when the. County . 4 poilion of Old_ Owndrls Comillbution to theC.Ity lfthe�-araount- of0he'Million Doilarg I I , 11 , , , . . .. . * I - it� a -to thoO. nerf6rplarinhig or VDOT.requo§tlinstallatio uck tit in Any r1drto the issuance ofa,cottifwate of ($'I,DO.O,OQO)�,tp-wo�Y'4mg.u.nis.orf,diteabyihp(.�i nd'VOOT � tiefs , b event p" ; I � I . 1. w . o.ccupatipy for any buildingin:8106"ii, P or� U, ptoyidedJhat �uch`$i 11 ' , anted by the, and 4osinw-p , 1s:W40 . rk.qp,thq�Pot.A . , groph �(B.) �Irnprqyegio (�� , o4tribiglo 1).. ThpNqt I $Aa . � gt4�( ,4WOC fraffic'. vol-ames o , ''ided that such $i 0.01 is�,W -rante b I krra of cqsh or a4e# �re , , . r is. oth i4z approved by VDOT0 prqv , , . Ay I., ,y Contribution may be in to � . . er of c, . Olt lssued'�y a:bank ap . :th trafflo.volim ., ' . . . I.. _ & 0 . I I I �, �: . i th , " , -, , , I I .. � 1, ,proved by !he rtq� pr is 91hp17 . , Agrectathtshallset forth. the terint bf And iwhedule. I C � . I ; . ,,Ise approved by VDQT., I City, or,a combination, ercof, The City I I., .1 � . 1. � .f rd . I 6 taw down of the Net Cqutribution, . , . � . 12. CommonweaIth,I)i6re 6 ]a i, , TJ and of: .. � 00tirity, but Aova4ier tAwthe. . I . 0,0 cc mn: � Pon Jeem the� r issuance of a building permit for on n Nock F, the Owmrshall vosemo. righ� . � , Y bU!Idl,.,g within T � I . . ofw4y,AIoPg,t4e.no ih edge: of the pqrkii 'lof in Block F of the Property for 4 flaturp , T orJa � I Ing street connection10 Commonwealth Drive.throughtho I�Comdial Property" (TM. �,61'%V-3-1 �), �.. ... � qlI be A�'t The future connection -,A' wo* h�e facilit�. . , , upoii tha request of the, Cbjixity, the Owner shall - : . an . . � . . I oAgInver,bpad; dconstrge0oththoon- ,, � . I site, and the tio � P, Wn to Commonwealth Drive, q I , I'C di I . ,. off-si �porflpns of th gopppc I I I . q , ,A the .914, A I I Property",provided that easements and Acquisition of right�of�way asrhay be necessary fbf . I . , � . I . such construction.for tht. whheefion through ofPs I I:* piO&Wes for this Irnpreve.went have been grahte&4 . ,t no Qost to t na fhi,-, request for such conne tion through th . ,he. Qv.mor , ., a . - 0 . . , 0 00,sito I . property is made, by the, Copilty.prior to 0a0pt 1.5, 2020�- 0 , on the roq . . I I . .p .14osi of the 0ounix, � the conne tion sh i byt 1OWnor,wl iAlwelve(U)monthaftorathe,dat of P . , 1411'�o�cpm,pleted .he .: ., . . Ith .: , . . e. satisfaction of the. conditions as set f6dii.:above, . I that weramot previously dedicated, to the Commonwealth of Vitginia for the Short-Te,r0i . I Route,29/11ydraulio Road Improvements pursuant to the Paragraph 9 herein (colleptively� thei 1,3, Otliel, 118u or A1441' $ireot Conuegtiqos; The, :QvvAqr shall roservol ,land AN grant . . � I . , , P , I I "Long-Torm Improvements Dedication,kreW') provided , r that the subdivision plats .constructio zndpermononta . ' y . ,, hq,,�ove , I.. . . n oposspasonientsurright.ofwa A�no�expensetoIhe:Coura . 1. I I.:b . I I y � ofor: � . 'depicting the Long4erni Improvements Dedication Area are subject to final appyoval by the, the putooses of Tut - c6aistruotioti ( y 6the I -p bet connections -within the: I I I I � - ure I �rs) of inter arcel sty . CountyDe rtme' ofCommunit Development. and that the precise: boundaries And size of "Super Blook!, At, thef161I I g�. virst street (to West, to Com, � . Ta nt y . owilag lodatbwj , . , inon*galth, 'Dri've,) , . � .1 . - . ,,. the Long -Term Improvements Dedication. Area may be adjusted accordingly. I second street (to west to commonwealth. Priye),,,. ThIrO, .,Sirc�cf (to we � ,,st to,. Cpmm9nw . , , colih Drive), �Cedar Hill, Xqad, gxW . . , , �,.44q4(1!�,.13)QckY:4pithto�"�C , I _oM4ial Prope ul . I I . .. ,r�yl% Fo jh�Strpet The Owner shall dedicatq the Long -Terra ITAprovemenis Dedication, Area to the C.,ounty within ninety (90) days after the County'4 re uest for such dedication, and such d6dicatiort , . q I shall include the dedication and conveyance of all ficcessail Araminge and construction . . easements for the Long -Term Route, 29/Hydraulic Rmad Improvements. If the Long-Torm ' lmprovemepts� Dedication Area is not dedicated And conveyed as part of a subdivision plat, the . Owner shal * I pay all costs of survi�ying .And, prepatling legal documents in a form. oc,ceptable to the County Attorney�s Office ne lossaty t(o �dedicate and convey Alic, Loi�gTerm . I , I �Q Improvements Dedication Area. Until the Long -Terra Improvements Dedication Are& , land .is dedicated, tho Owner shall I . .1 . . . maintain the Ind. and shall retain.flic. right to the, � u � I � . . qxe,l sive use of the land for landscaped . I . . open space, a pocket park, temporary parkitIg', fencing,, utiliti6s. or other purposes as may be Approved with the first final site plan for Phase I of Albemarle Place. The conditions on tho subject resoryation 444 dedicatioin sball. be as follows-, (4) In the event that the adopted design for future public, Inietseotion improve I .. . ments.doos not � , . require ihe utilization of all of the Long -Term, Improwe.ments. Dedication Aroa land, 'upon ... � � . . request. of the Owner the, residual portion shall W �reteaspd by the- County from. the re,set vation or, if the land has been dedicated, upom request of the Owner tftW: shall be . transferred back to, And for the use of, the Owner .at, ii& expense to Owner, The deed(0 of dedication for the Long-Terin Improvements DeOication Area may provide for such I . � . , cojiditions, . � (b) The design and construction of the Long,!Term Routte 29/Hydraulic Road Improvements shall substantially maintain the access, function,, and I continu . ity of service of the,plarmed intersection of swanson Road (Extende,d), and existiing Hydraulic Road into Albemarle, . Place at the location of the, existing Swanson Rowd 444 Hydraulic Roa interse, . I 11 .1. � , I . .d Won, I I otherwise. this proffer becomes null and void.. . I 111. $1guallization of ,Hydraulic Road and Route 29 Inittene'eti0m: The 0 , Vner shall be . responsible, for (raffic signalization improvements AS fpll�o'yvs: . � .: I I , , � ., A, The Owner at Its expense shall engineer,. bond, and mnstruot'liaffle signalizatlon . � improvements at the, intersection of Albemarle Place Bouilevard and Hydraulic Road. The . . . traffiesi nalizationimprovera nts at this intersection she I , , all be . I ,9 . 0 . . co_nstiPc.tedw4ew4qC0unty _ or VDO request installation of such but in any event prrior to the issp i . of a f c f .T - .. . . . . � P I , At �qe. .. ��rtl I 4T,e o . I occupancy for any, building in Blocks A, B, C or D, proviided that such signal is;Yarranted by the traffic volumes or is.i3therwise approved by VDOT, (between Blocks F and G north to "ComdW PtoperW), Swanson Road Extended (jvb,north 16 , I . I � . . I , i'Sperry Property'.) And At two. Additional locations. ,into Spexty Pfoperty. � � The locations for easprnopt. or right .of wgry: yoservo#oo And de I, t , g r . � , , 4 CA * arg As 94P ally I . .1. I depicted on Exhibit A And labeled thereon as OFuture ExtensioWl Theseeo. sement or rightof ;. . . I . . '.1 ;1 � I I I I I I.. .1 . I " . �. way locations:sball be: identified, platted ,and. dedicated at the,tequestof the County In, -conjunction with sub equorit I 6,plana I aco 9 . sit ppli 4 ns,fb,rAIbpm?wIcP! , 10 io. , 14, - obstitated Transip gq�o � , . . _qrtfi!ion.Iinpr9vom ,� . .. . _ A. I I n lieu of . doiistrtip.tingth6iriiVro�,ttn�iit�;lxe,fet�octd.'itiP�r,agi-4�h$(B,)hev&l�$%�fili6h . . . . . ' . Paragraph S(B rdOrsjo �e ain,off ewg 1 the City Of Cha - at the . -) xt �. ,site improvorii _ ii - rioesville , � . .noithwe�tq-oadr4ut9ft�o.�1YOvaulicR,oadA ut� 29 interse.ctionj And also: other . . 1. 0 ,, 11 , . . . .improvements, along ��hq City, sidc� of Route, �9 between Hydraulic Road and Greenbrier � ' .1, � .11 1. . 1. Drive, which improvements are,C0116.6flyely hereinafter 'referred to as tW�Paragrapfi S(li) . . , , ' I , loot, in�its,solo,df f te , , As Improvements"A' The Owner may 0, 1. .. soretion,andonthe ms"andcoild.1tim, � c:.ontalried in this Para$tapb.14, . taconiribute �t.Wsh fo,thc� 6Y for certain ttansp otmtiou ' .imp,rpyenients,i,n.:t.he,City�ppwn�asthp'Rto 29/250Byp SI fg,e gq� lMprQYPm4nt . I I . .. , , _ 0. - . ", : . � As. n ca 4 projed , identific 4 D Jqqtn ,,',orqQ29�104-248�(thte�l�S�b§ti,t,tited . .. 3:V OT qnd City PT9 I . � , ,j . .v . .f . .,O. . , , M� . .. I I ... 11 I :Improvements Pyojcdtl)� . . :B. in the even! the Owi ' I i, . rl .01 of P n'tow4rd.tho Substitut ,, �, le,Q s, to: obnt *bgte�oasl 0.4mprolvemonts, .Project (ft "Owner's Qqntilbpilpn!')� In 110, ofpo4 r . _ g , Pat -a ra li II . .. ,9 uptin Ilic. . g p (B) , , . . ImproWment.sYthe foll9wing tPrins shalt applyi � . . . . i L The'Ownor shall ndtll� ilid Qounty'91)lveotor Of�'clooml,utlity�Dovelopftle,nf(thp I . � � , I I � I , 01)ireetW') ill writirig, Of 10'eloctionwfWA sixi7:(6Q).d4ys. After tho 4pprpval o ... , ", ., . I . � . Me, firstfilpall %96w'), ,The Owne�x shall plsio so 4 qopy,of . .. , siteplan.forpbw1of lbemarloPlAce�(the! I _114 � the Notice to the City. Development Set v.ices Manager at the same, time it: is,gdrit tallic: I , � I Dfrc�tor; I � 2.. The submi4sion of lhe'N0000lo the Direc 0 s all st.P,spond the 4eodlipiefor thqlOwm� - # .1h, I .. 11 . , I to submit the, Plans (as 4p ail �, is dof I s , nie,q in Potograph 8(B)), to the Cityj if 4pplicable� . I . . . � - I I � , . I . . I � � � - 1 1. The amount oftho Owner's 66ntflbutlon to: fhe��substitvted Improv6mer1t15'PtqJCct � shall be .a . 4u�jec to . yo-iften, ,eme�nt of n . .. I , , agre . b e weon the Ow et an . City (the "Qlty I , � - 4 the . , � t . . .11. ' I Agreemenin, W o pw.c)�4% of thq City-Agipem - � . ntmay.40(w)day� qe,YfWIe wn rner . e �,it,lheO. . shall provide a copy of the, City Agreement to the Director. I . 6'. NQtwiths andir the, provisions 9 14(B)(�),hp�pIn�,-Upgri. the Ci 's:rNt,,1pt . .. �t . ,g . ,f Paragraph. , .; .11 ty . :ofthe Net Contribution, the Owner shall be relieved of any obligatiob to construct the Paragraph 8(B) Im.provoments. WITNE89 the following signature, . I 5f In the i�vm_t`that the Stibsti4ited Improyeraeats Project is terminated, or IiW not I I I . . . ! 1. _1 ' . I I I 6therwisie been coiripleted(as ae'soribedhereiii),withinthiity�six(36) months aftrtfio city I . . :reaeivea the Net Contribution (Which th,jity-six(M)-month period may , . I . � . 1. I be, extended by . miitwl,agromwit. of I the C . ho,444osvillodlY Ma" riag.'Pt and the Allbeinarle County Vxe , cutive), ' And upon the, Olty�s v., ot'Comfibutipp; thoQwnvy . t to the City .. , , funding of the N_ I , . m , jot � ,p . . � I , e mrsuari I Agreement, the Owner shalLforW�r4 funds 9qu , , ol,tq Fiv , . I & , i f, Aind... t . . � 9 Hundred Thousand Do] lots, ' "000) to 'he Co ,ents in the vicinity, of the UI& - 4u'le I 's.i� itailm 0ments I , OPI ,Pro* 70414is,qmoc , 10 '"'Ytle ev the, -County.for the, 4tAted . ('59 'o P n lu oil Progl'7 �vithijtcn I ibi,ftodt6the. County, all ur o . 11 . .1 � 3 ( . .. . 1 p � ' f ds Ion 6fthe Substituted unexpended sh . I Impxowments Prdjeot4AII�b.,� d0omed - 'n to dby tile , 1. I cornplde, wbO I the improvements are ao. cep . 4ppropyi . at,��.publl,_- ponfity or a b f, . h � re, ,on6 d,for t o: ogtlf�,'.s #cce gacc. 0 PROFFER AMENDMENT ALnMARLP PLACRUAP LLC, , . 1 . f a Delawarc� limited liability cornpany . � August 13, 2010 S . Williams Mullen - Valerie Long I . 321 E Main Street Suite 400 1 Charlottesville, VA 22902 RE: 2MA200800003 Albemarle Place . . . TAX MAP/PARCEL: 061WO-03-00-019AO, 061WO-03-00-019SO, 061WO-03-00-02300, 061WO- 03.00.,02400, 061WO-03-00-02600 I . . . . . . Dear Ms. Long: I . I The Board of Supervisors approved the above referenced rezoning application on August 4, 201 0 subject to the attached proffers dated July 23, 201 0 and the amended Table of Perm Itted/Proh lbited Uses by Block (Appendix A to the Albemarle Place Code of Development), dated July 8, 2010, Please refer to these doouments for an future applications and requests on this property. � I Y , I , . . The Board. of Supervisors also approved the three modifications of the requirements of Section 4, 1 5, Sign Regulations In the Albemarle County Zoning Ordlnance� as follows: 1 - Use of Section 4.15.13 Highway Commercial (K), Planned Development Shopping Center (PDSC) and Planned Development Mfxed Commercial (PDMC) sign regulations rather than those required by Sootion 4, 1 5.11 Neigh�prhood Model District, � ' 2. Off-site signs by-rIght rather than by special use permit as otherWse required per Section 4.1 5.5 (a) (1), $. An increase In the maximum height of wall signage from 30 feet (per Section 4. 1 6.1 1) to 58 feet, subject to the following condition - Wall signs may be allowed tip to 58 feet in height; however, . any sign over 30 feet shall be subject to the approval of the ARS or the Design Planner, as to placement and Illumination. It Is possible that a proposed wall sign over,30 feet may not be ' ,allowed to be Illuminated at the proposed height or that it may have to be reduced in height to provide a more appropriate placement on the building. . 'Please be advised -that although the Albemarle County Board of Supervloors took action on the projeot noted above, no uses on the propsky as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This Includes. . �* compliance with applicablo PROFFERS; . ,* compliance with requirements of the CODE Or DEvip-OPMENT; * approval of and compliance with a SITE PLAN; and L* approval of a ZONING COMPLIANCE CLEARANCE, I ____ - _ - - , 14 o �[ 11 I I 1�_ � ( U . I Lie. No. 0422 )a� 1P L� 0 ��, � "p ( , ,�, le I'll ' (" ��'ONAL 1��_ !R1 I - ENGINEERS SURVEYORS FA PLANNERS AsSOCIATES PO Box 4119 3W AYMOTO 5quue P). Lynchburg, VA 24502 Cbwlottavik VA 22911 Phone: 434,316.6080 Phcone: 434.984�2700 www.wwassociattes,not .1 JDB — PROJECT: P/ A %_1f_1 LAN STONEFIELD BOULEVARD ROAD ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 — __. - _� __ , - — , DRAWN BY.- KTM DRAWING NUMBER: C-2 — T/ TL E: PROFFERS . — — —, — — — — — 91HR BY.� I HFW - ______ SHEET NUMBER: 2 of 27 WWA NUMBER: 1 208026.02 1 FILE NAME: 802602C—C-02.dwg DISCIPLINE: CIVIL SCALE: H: N/4 V, NIA — DATE: 6116111 ____ NO. SHEE7- REVISION BY DA _)'T - -1 NO. SHEET REVISION 3�/ I OA TE . ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: 1 GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1 . PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 1 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 2 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT 2007 ROAD AND BRIDGE SPECIFICATIONS AND THE VDOT 2008 ROAD AND BRIDGE STANDARDS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBILIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE. ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT 70 THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED T(O SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG --9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL, 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ,ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS --DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS; AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDDO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERfA INSPECTION PROCEDURE. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE --CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR W)ASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROIL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT 'UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES S'1ALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FI_L SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AhID OTHER DEBRIS, 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13--301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 1 I REVISED NOTE 1 UNDER GENERAL CONSTRUCTION NOTES FOR STREETS I JDB 1 9/14/11 NO. SHEET REVISION BY I DATE 7. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 8. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS/1OOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 9. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS, SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 1. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION OTDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17--207B.) NO. WW ASSOCIATES GENERAL NOTES: ,GENERAL_ UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800--552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 252 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. S. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT, 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS, 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 13, A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. COORDINATION NOT 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS; ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE, CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND/OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE: VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF CONSERVATION AND RECREATION (DGR). CONTACT DCR - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786-1712, EMAIL ADDRESS: SWMESQUESTIONS@DCR.VIRGINIA.GOV SHEET REVISION I BY I DATE 4-4w,01,4100RENall 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278-D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005, 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THIS PLAN ENCOMPASSES THE FOLLOWING PROPERTIES TMP 61W-3-23, TMP 61W-3-24, TMP 61W-3-25, TMP 61W -3-19A, TMP 61W -3-19B, TMP 61W-3-19 5. ALL PARCELS ARE ZONED NMD. 6. HORIZONTAL DATUM: NAD -83 VERTICAL DATUM: NAVD 88 7. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON AERIAL SURVEY BY AIR SURVEY, CORP, STERLING, VIRGINIA, 1/28/96. THE STANDARD DEGREE OF ACCURACY ASSOCIATED WITH THIS TOPOGRAPHIC SURVEY IS PLUS OR MINUS 1 VERTICAL FOOT. THE CONTRACTOR SHALL PROVIDE THE ROUGH GRADES DELINEATED ON THESE PLANS, WITH STATED EXISTING GRADE DEGREE OF ACCURACY, AT NO ADDITIONAL COST TO THE OWNER. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 4, PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C--76, UNLESS INDICATED OTHERWISE ON PLANS. 7. RILL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 14926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN S HALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MIAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OLPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL NS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PLUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SiURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR RIMING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, (INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NIOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. AILL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, 14. AILL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SIMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS, 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES", 18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19, PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY, IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SWCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. `�H OF 777,'%� Lic. No. 042? 7 w (1 �DNAL EX SYMBOL LEGEND PR. SYMBOL LEGEND DESCRIPTION BENCHMARK LEGEND AHEAD U� BUSH ARV ACCESS EASEMENT LINE -- - ELECTRIC BOX -- - BACK OF CURB F 0 FIBER OPTIC LINE MARKER BF -- -- FOC FILL CAP BLDG BUILDING O FIRE HYDRANT CENTERLINE OF DITCH FIRE HYDRANT HC FLAG POLE BK CONCRETE HDPE GAS VALVE o. ._ .. HK GRATE INLET IN GRATE INLET [ GUY POLE GIP CAST IRON PIPE �- GUY WIRE CL CENTER LINE ( HANDICAP PARKING CL HANDICAP PARKING �o HVAC CMP - - LEFT TURN - LEFT TURN LT LIGHT POLE CENTERLINE OF STREAM/RIVER CONCRETE MH MAILBOX CP DEMOLISH OR ABANDON NBC MANHOLE s CUBIC YARDS NIC NOT IN CONTRACT DIRT ROAD DRAINAGE MANHOLE NTS MONITORING WELL DIA DIAMETER EASEMENT OBJECT DIP PEDESTRIAN LIGHT - - - - SIDEWALK MAINTENENCE EASEMENT - - - - - STREET LIGHT - - - - POST INDICATOR VALVE STORM DRAIN EASEMENT DRAWING PGL RIGHT TURN EL RIGHT TURN PROP SIGN *-- SIGN PS - n o STORM INLET PVC STORM INLET �T TELEPHONE BOX TELEVISION BOX 400 Z TRAFFIC CONTROL BOX' - - - - --- - TRAFFIC SIGNAL POLE { TREE ( TREE OVERHEAD ELECTRIC LINE UTILITY GUY POLE O H U -8 UTILITY POLE (KHA) -O- UTILITY POLE (WWA) RIP -RAP WATER HYDRANT SFM SFM SANITARY FORCEMAIN WATER METER SFM WATER METER SAN WATER VALVE dQ WATER VALVE WV WATER VAULT STORM DRAINAGE PIPE YARD HYDRANT TREELINE YARD INLET YARD INLET EX LINEfYPE LEGEND DESCRIPTION PR. LINETYPE LEGEND AHEAD ESMT EASEMENT ARV ACCESS EASEMENT LINE -- - - -- - BACK OF CURB ADJACENT BOUNDARY LINE FINISHED FLOOR BF -- -- FOC BOUNDARY LINE BLDG BUILDING > > > CENTERLINE OF DITCH BENCH MARK HC HANDICAP BK CONCRETE HDPE HIGH DENSITY POLYETHYLENE o. ._ .. HK HOOK CONC. CURB & GUTTER CURB & GUTTER INV INVERT GIP CAST IRON PIPE IPS IRON PIN SET CL CENTER LINE IPF CONC. CURB & GUTTER TRANSITION CL CHAIN LINK JB JUNCTION BOX CMP - - CENTERLINE OF ROAD - --- LT LEFT CENTERLINE OF STREAM/RIVER CONCRETE MH MANHOLE CP DEMOLISH OR ABANDON NBC NORTH BOUND LANE CY CUBIC YARDS NIC NOT IN CONTRACT DIRT ROAD DEMOLISH NTS NOT TO SCALE DIA DIAMETER EASEMENT OBJECT DIP - - -- - - - - - SIDEWALK MAINTENENCE EASEMENT - - - - - - - - - - - - - - STORM DRAIN EASEMENT DRAWING PGL PROFILE GRADE LINE EL FENCE PROP PROPOSED *-- ELECTRIC PS GAS GAS GASLINE PVC POLYVINYL CHLORIDE GUARD RAIL REINFORCED CONCRETE PIPE 400 MAJOR CONTOUR 400 - - - - --- - MINOR CONTOUR OHE OHE OVERHEAD ELECTRIC LINE O H U - O H U OVERHEAD UTILITY LINE RIP -RAP SFM SFM SANITARY FORCEMAIN SFM SFM SAN SAN SANITARY SEWER LINE SAN SAN -- STORM DRAINAGE PIPE TREELINE UGE UGE UNDERGROUND ELEC. UGT UGT UNDERGROUND TEL, COMM. UGI - UGU UNDERGROUND UTILITY W W WATERLINE W W LIMITS OF CONSTRUCTION �- �--- - �- --� GREEN SPACE W y W w W W w y NOTES: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED, ABBREVIATIONS AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT AHD AHEAD ESMT EASEMENT ARV AIR RELEASE VALVE EX OR EXIST EXISTING BC BACK OF CURB FF FINISHED FLOOR BF BLIND FLANGE FOC FACE OF CURB BLDG BUILDING GALV GALVANIZED BM BENCH MARK HC HANDICAP BK BACK HDPE HIGH DENSITY POLYETHYLENE C/C CENTER TO CENTER HK HOOK C&G CURB & GUTTER INV INVERT GIP CAST IRON PIPE IPS IRON PIN SET CL CENTER LINE IPF IRON PIN FOUND CL CHAIN LINK JB JUNCTION BOX CMP CORRUGATED METAL PIPE LF LINEAR FEET CO CLEAN OUT LT LEFT CONC CONCRETE MH MANHOLE CP CONTROL POINT NBC NORTH BOUND LANE CY CUBIC YARDS NIC NOT IN CONTRACT DEMO DEMOLISH NTS NOT TO SCALE DIA DIAMETER OBJ OBJECT DIP DUCTILE IRON PIPE OC ON CENTER DIST DISTANCE PE POLYETHYLENE DWG DRAWING PGL PROFILE GRADE LINE EL ELEVATION PROP PROPOSED ELEC ELECTRIC PS PLANTED STONE FOUND EOP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE ENCGINEERS SURZVEYORS PLANNERS ASSOCIATES PO Box 4.119 3040 Avennore Square Pl. L chburg, VA 24Sp2 Cgerlottessvllle, VA 22911 Phone: 434,316.6080 Phone: 434.984.2700 www.wwassoclates,nwt DESIGNED BY: Jt7E DRAWN BY: KTM DINR BY, HFW WWA NUMBER: 208026.02 REQ'D REQUIRED RT RIGHT RTE ROUTE R/W RIGHT OF WAY SAN SANITARY SEWER SBC SOUTH BOUND LANE SD STORM DRAIN SNC SEWER HOUSE CONNECTION SQ SQUARE SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL SW SIDEWALK SWM STORM WATER MANAGEMENT' TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND LION UNLESS OTHERWISE NOTED W WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS PROJECT: STONEEIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGiNIA TITLE: GENERAL NOTES AND LEGEND FILE NAME: DISCIPLINE: SCALE: DATE: 802602C_C-03.dwg CIVIL H: AS SHOWN � //10/11 V. N/A SET REV. NO. 2 DRAWING NUMBER: C-3 SHEET NUMBER: 3 of 27 wl EARTHWORK REQUIREMENTS 1 . GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHIOE—MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY; OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION B,' -CAUSE OF INTERMITTENT DRILLINC AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP, MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1,2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U,S. ARMY CORP'S flF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385--1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS, 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE, PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONtABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE—HALF THE LIIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1—FOOT ABOVE THE PIPE CROWN SHALL BE 1 --INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4,318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4,318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN ±3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIF)CATIION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2,1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IIN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, IROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE, TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE 'THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEEIT ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE= CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS lh—INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY /AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR—CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA, 3.7.2 UNSUITABLE MATERIAL: REMOVE; UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY' AND HEALTH REQUIREMENTS MANUAL," EM -385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK _ REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE 'SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION, WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER, REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY, UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 ---MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT, 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT, 3.10,1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6—INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT, PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS, PLACE IN 6—INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED, BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS, IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6—INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED, PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6—INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT ,AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT, WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN—PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED, 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10—FOOT LINE OF STRUCTURES TO 987. OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698, 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 1007. OF ASTM D 698. IN ADDITION TO THE SPECIFIED iCOMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, ANCD LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL. EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT, 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REWIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. .3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557. FOR MOISTURE: DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 2100 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VE=RIFY DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556 DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D 3017 DENSITY TESTS THEREAFTER. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 20100, GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE 1, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006.. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. _-- �3_TH Op o �) J Lic. No. 04 7 �St ��(j oNaL wj ENTGINEERS SUIRVEYORS PLANNERS ASSOCIATES PO Box 4119 9040 Avramoro Square Pl. Lymbburg,VA24502 Cbxlottiavitle,VA22911 Phone: 434.31ww6ivpvwassociatos0motPhomt 34.984.2700 DESIGNED BY: Boa PROJECT. 5TONEF/ELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 DRAWN BY: KTM DRAWING NUMBER: C--4 s TITLE: EARTHWORK SPECIFICATIONS DIHR BY: HFW SHEET EET NUMBER: j� �j% 4 of L. WWA NUMBER: 208026.02 I FILE NAME: 8026020 ii—O4.{iW9 DISCIPLINE: CIVIL SCAL/E: I HNA DATE. 6116111 NO. SHEET REVISION E Y GRATE N0, SHEET REVISION BY DATEL_ n VDOT NOTES 1. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. 2. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 3. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT ENTRANCE PERMITS AND LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. PLAN APPROVAL DOES NOT GUARANTEE ASSURANCE OF ANY PERMITS BY VDOT. 4, CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 5. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 6. ALL DRAINAGE FACILITIES OR OTHER ROADWAY FACILITIES TO BE MAINTAINED BY VDOT MUST BE CONTAINED WITHIN THE STREET RIGHT--OF--WAY OR WITHIN A VDOT APPROVED EASEMENT. 7. A FIELD REVIEW WILL BE MADE DURING CONSTRUCTION TO DETERMINE THE NEED AND LIMITS OF ADDITIONAL DRAINAGE EASEMENTS. ALL DRAINAGE EASEMENTS MUST BE CUT AND MADE TO FUNCTION TO A NATURAL WATERCOURSE. ANY EROSION PROBLEMS ENCOUNTERED IN AN EASEMENT MUST BE CORRECTED BY ANY MEANS NECESSARY PRIOR TO SUBDIVISION ACCEPTANCE. THE FIELD REVIEW WILL ALSO DETERMINE THE EXTENT OF OUTFALL DITCHES AND ASSOCIATED EASEMENTS, AND THEIR DIMENSIONS. 8. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AND WHERE, DETERMINED BY THE VDOT INSPECTOR. 9, ALL SPRINGS SHALL BE CAPPED WITH A VDOT STANDARD SB -1 OR SB -1 PC SPRING BOX AND DRAINED WITH SUBSURFACE DRAINS AS SPECIFIED IN THESE PLANS, AND PIPED TO THE NEAREST NATURAL WATERCOURSE, UNLESS OTHERWISE STATED IN A REVIEW BY VDOT. 10. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT, 11, ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT'S INSPECTOR PRIOR TO PLACEMENT OF FILL. 12. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT -OF --WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. 13. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREETS (RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY! BE OBSCURED. 14. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCRETION, BY VDOT ON AIN ACCOUNT RECEIVABLE BASIS. 15. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH VIRGINIA LITTER CONTROL ACT. AT LEAST ONE LITTER CONTAINER SHALL BE PROVIDED ON SITE. 16. ALL UTILITIES SHALL BE IN PLACE AND ENCASED AS REQUIRED BY AUTHORITY PRIOR TO LAYING ROADWAY BASE MATERIAL. 17. THE CONTRACTOR SHALL SUPPLY THE COUNTY, VDOT AND ENGINEER WITH AS --BUILT PLANS, BEFORE FINAL ACCEPTANCE. 18. FIELD CORRECTIONS OR DEVIATIONS FROM PLANS APPROVED FOR CONSTRUICTION SHALL BE APPROVED BY VDOT PRIOR TO SUCH CONSTRUCTION. 19. ALL CONSTRUCTION WORK SHALL BE SUBJECT TO INSPECTION BY COUNTY AND VDOT INSPECTORS. 20. AN INSPECTOR WILL NOT BE FURNISHED EXCEPT FOR: PERIODIC PROGRESS INSPECTIONS, THE ABOVE MENTIONED FIELD REVIEWS, AND CHECKING FOR REQUIRED STONE DEPTHS. THE DEVELOPER SHALL POST A SURETY TO GUARANTEE THE ROAD IS FREE OF DEFECTS FOR ONE YEAR AFTER ACCEPTANCE BY VDOT, 21. ALL STREETS MUST BE PROPERLY MAINTAINED UNTIL ACCEPTANCE. AT SUCH TIME AS ALL REQUIREMENTS HAVE BEEN MET FOR ACCEPTANCE, ANOTHER INSPECTION WILL BE MADE TO DETERMINE THAT THE STREET HAS BEEN PROPERLY MAINTAINED, 22, CONSTRUCTION OF ROADWAYS TO VDOT STANDARDS IS NOT AN ASSURANCE THAT THE ROADWAY WILL BE ACCEPTED INTO THE VDOT SYSTEM. ALL STREETS MUST SERVE A MINIMUM OF THREE DWELLINGS PRIOR TO ACCEPTANCE. ALL STREETS NEED TO MEET THE MINIMUM SERVICE REQUIREMENTS IN ACCORDANCE WITH THE VDOT SSAR'S. 23, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHAILL BE MAINTAINED AS SHOWN ON THE PLANS, EXCEPTIONS WILL NOT BE ALLOWED. 24. A VDOT INSPECTOR SHALL BE ON SITE TO PERFORM MANDATORY VDOT INSPECTIONS OF: A) INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. B) INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. C) CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS, D) A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED, E) PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. F) CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPOM COMPLETION AS PART OF THE FINAL INSPECTION, 25. A WARRANTS ANALYSIS WILL NEED TO BE SUBMITTED TO AND APPROVED BY VDOT FOR THE 4 -WAY STOP CONDITION AT THE INTERSECTION OF STONEFIELD BOULEVARD AND MAIN STREET PRIOR TO ACCEPTANCE INTO THE STATE MAINTENANCE SYSTEM. PAVEMENT CONSTRUCTION NOTES, 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2, ALL CONCRETE SHALL BE VDOT CLASS "A3" UNLESS SPECIFIED OTHERWISE. 3. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. (SEE TYP. PAVEMENT SECTIONS) 4. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM---25.OA (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS, (SEE TYP. PAVEMENT SECTIONS) 5. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNT`( ENGINEERING DEPARTMENT AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS, 6. TYPICAL ROADWAY SECTIONS ARE BASED ON VDOT CONSTRUCTION STANDARD SPECIFICATIONS AND APPROVED ZMA #2000-009, SP -2002--72. 7, ASPHALT SHALL MEET REQUIREMENTS OF VDOT, ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 8. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT & MUTCD STANDARDS. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 9. CONTRACTOR WILL BE RESPONSIBLE TO PREPARE AND EXECUTE A MAINTENANCE OF TRAFFIC PLAN INCLUDING TRAFFIC CONTROL SERVICES AND FLAGMEN AS REQUIRED AND NECESSARY. THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED AND APPROVED BY VDOT. 10. ALL UTILITIES, INCLUDING ALL. POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 11. ALL ROADWAY WORK WILL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND VDOT STANDARDS AND SPECIFICATIONS. 12. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE GEOTECHNICAL ENGINEER. 13. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 14, SUBBASE DEPTH IS BASED ON AN ASSUMED CBR VALUE OF 4. SOIL TEST OF SUBGRADE MUST BE SUBMITTED TO ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO SUBBASE PLACEMENT. 15. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT 'STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 16. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY AND VDOT STANDARDS AND SPECIFICATIONS. 17. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 18. SIGNS & PAVEMENT MARKINGS SHALL. BE IN ACCORDANCE WITH VDOT, MUTCD AND VIRGINIA WORK AREA PROTECTION STANDARDS. 19. PAVEMENT SECTIONS REPRESENT A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY (MIN CBR=4 AND SSV=4), AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTIATED BY ACCEPTABLE TEST RESULTS OF THE SUBGRADE SOIL, CONTRACTOR SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 20. PRIME AND TACK COATS SHALL CONSIST OF A LIQUID ASPHALT MATERIAL AS PER VDOT STANDARDS, SHALL BE APPLIED FOR NEW ROADWAY CONSTRUCTION AT A RATE OF 0.4 GAL/SY OVER STONE, AND 0.1 GAL/SY OVER ASPHALT. 21. THE CBR OF THE SUBGRADE SOILS SHALL BE DETERMINED IN ACCORDANCE WITH "THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS" (DESIGNATION VTM-8). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY AND CBR TESTS FOR THE DESIGN OF NEW SUBDIVISION STREETS SHALL BE BASED ON THE FOLLOWING: A. FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CSR TEST IS REQUIRED, B. FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLES FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD, C. FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY 500 FEET IN LENGTH, OR PORTION THEREOF, IS REQUIRED FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS. BY: KTM D. ROADSIDE DITCH LINING MATERIAL `,SHALL BE AS NOTED ON PLANS. E. SUBGRADE SHALL BE APPROVED BY VDOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A 20 TON LOADED TANDEM VWHEEL DUMP TRUCK IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER. AREAS THAT ARE SOFT AND EXHIBIT "PUMPING" SHAILL BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH GRANULAR MATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOTECHNICAL ENGINEER, DRAINAGE NOTES 1. ALL CULVERT PIPE SHALL BE OF A TYPE APPROVED BY VDOT WITH A MINIMUM COVER OF 1 ,,FOOT OR 1/2 OF DIAMETER OR SPAN, WHICHEVER IS GREATER. END SECTIONS (ES -1) TO BE PROVIDED ON ALL CULVERTS FOR 42 TO 60,DIAMETER AND ENDWALLS/ HEADWALLS (EW -1) FOR CULVERTS GREATER THAN 60 DIAMETER. 2. 10 FOOT EASEMENTS ALONG THE RIGHTS-OF-WAY AND LOT LINES (5 FEET ON EITHER SIDE) ARE RESERVED FOR DRAINAGE AND UTILITIES IN ADDITION TO EASEMENTS SHOWN. 3. WHERE SPRINGS ARE ENCOUNTERED WITHIN THE RIGHT -OF --WAY, STANDARD SPRING BOXES SHALL BE PROVIDED AND PIPED TO THE NEAREST DRAINAGE OUTLET. 4. IF RUNNING WATER IS PRESENT IN OUTLET CHANNELS DURING CONSTRUCTION WHERE DITCH PROTECTION IS REQUIRED THEN THE BOTTOM OF THE CHANNEL SHALL BE LINED WITH RIP RAP ACCORDING TO E/S SPECIFICATION, 3.19. 5. ALL NEW ENTRANCE PIPES SHALL BE DESIGNED TO CONFORM WITH COMMERCIAL ENTRANCE PIPE REQUIREMENTS. ALL ENTRANCE PIPES SHALL BE A MINIMUM OF 30 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF 15 INCHES UNLESS OTHERWISE INDICATED. 6. TEMPORARY DRAINAGE EASEMENTS AND OUTLET DITCHES ARE TO BE PROVIDED AT THE END OF ALL STREETS WHERE PUDDLING OF WATER MAY OCCUR DUE TO THE STAGE OF CONSTRUCTION, SUCH EASEMENTS ARE TO BE ABANDONED AT SUCH TIME THE ROAD IS EXTENDED. 7. TEMPORARY DRAINAGE EASEMENTS ARE TO BE PROVIDED FOR TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND STRUCTURES. SUCH EASEMENTS ARE TO BE ABANDONED AT SUCH TIME THE DEVICES OR STRUCTURES ARE REMOVED. 8. SURFACE WATER MUST BE RETAINED WITHIN DRAINAGE EASEMENTS PRIOR TO ACCEPTANCE BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 9. EC -2 AND EC -3 MUST HAVE A MINIMUM WIDTH OF 4' IN FILL SECTIONS AND 5' IN CUT SECTIONS. 10. THE CONTRACTOR SHALL PERFORM OVERLOT GRADING AS NECESSARY TO PRECLUDE THE PONDING OF WATER ADJACENT TO THE ROADWAY. 11. IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRECONSTRUCTION MEETING FOR INSTALLATION TRAINING, THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 1. ALL (CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, VOLUMES 1 AND 2, THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, AND SHALL CONFORM TO ALL EXISTING STATE AND LOCAL ZONING ORDINANCES AND BUILDING CODES. 2. VDOT- MUST BE NOTIFIED PRIOR TO WORKING WITHIN THE STATE RIGHT-OF-WAY. ALL WORK WITHIN THE STATE RIGHT-OF-WAY MUST BE INSPECTED AND APPROVED BY VDOT. 3. IT IS THE INTENT OF THESE DRAWINGS TO SHOW ALL NECESSARY WORK, THE COMPLETION OF WHICH SHALL RENDER THE STREETS SHOWN HEREON ELIGIBLE FOR ACCEPTANCE INTO THE VIRGINIA SECONDARY HIGHWAY SYSTEM. ANY ITEM OF WORK NOT SPECIFICALLY SHOWN, BUT NECESSARY TO SUCH ELIGIBILITY FOR ACCEPTANCE IS HEREBY IMPLIED. 4. THE CONTRACTOR SHALL ERECT ONE STREET SIGN AT EACH INTERSECTION WITHIN THE DEVELOPMENT. THE SIGN SHALL BE OF A TYPE APPROVED BY VDOT, AND BE IN ACCORDANCE WITH VDOT STANDARDS. 5. ALL SLOPES LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE SEEDED ACCORDING TO VDOT SPECIFICATIONS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE DESIGNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. 7. EXISTING UTILITIES HAVE NOT BEEN FIELD LOCATED. THIS PLAN DOES NOT REPRESENT THAT ALL UTILITIES SHOWN OR THAT THOSE SHOVUN ARE CORRECTLY LOCATED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT EACH UTILITY COMPANY, CALL MISS UTILITY (1-8(00-552-7001) FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR EXCAVATION, DIG TEST PITS, AND TAKE WHATEVER STEPS NECESSARY TO ACCURATELY LOCATE AND PROTECT ALL EXISTING UTILITIES. NO CONSTRUCTION MAY PROCEED UNTIL THE ACCURATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN MADE AND THE CONTRACTOR HAS DETERMINED THAT CONSTRUCTION CAN BE ACCOMPLISHED IN ACCORDANCE WITH THESE PLANS WITHOUT UTILITY CONFLICTS OR DAMAGE. 8. CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FACILITIES DUE TO CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY CONTfRACTOR AT NO COST TO OWNER. 9. THE +CONSTRUCTION OF PRIVATE UTILITIES (ELECTRIC, TELEPHONE AND GAS) SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION. LOCATIONS OF PRIVATE UTILITIES SHOWN ARE APPROXIMATE. 10, FINISHED GRADES SHALL BE WITHIN 0.10 FEET OF DESIGN ELEVATIONS. 11, THE CONTRACTOR SHALL PROTECT NEWLY GRADED SURFACES FROM TRAFFIC AND EROSION. THE AREA SHALL BE KEPT CLEAR FROM DEBRIIS. WHERE GRADED OR COMPACTED SURFACES ARE DAMAGED BY SUBSEQUENT CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALLL RETURN THE SURFACE TO THE INDICATED GRADE AND STATE OF COMPACTION. 12. THE (CONTRACTOR SHALL REMOVE CONSTRUCTION DEBRIS FROM THE SITE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR TRANSPORTING AND DISPOSING OF SUCH MATERIALS AT HIS OWN EXPENSE. 13. CONSTRUCT EXCAVATION SUPPORT SYSTEMS AS REQUIRED BY OSHA AND U.S. ARMY CORPS OF ENGINEERS SAFETY & HEALTH REQUIREMENTS MANUAL EM 385-1-1, SECTION 25, AND WHERE INDICATED ON THE DRAWINGS TO ADEQUATELY SUPPORT EXISTING SOIL AND ADJACENT STRUCTURES DURING EXCAVATION ACTIVITIES. 14. ALL 'FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON T)HE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. THESE AREAS SHALL ALSO INCLUDE PAVEMENTS, CURBIS AND GUTTER, AND SIDEWALKS, 15, CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 16. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 17. CUT SAND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 18. ALL EXISTING PAVEMENT ALONG ROUTE 29 AND HYDRAULIC ROAD THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF VDOT. 19, PLANITINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATUJ RES. 20. TRAFFIC COUNTS REFERENCED IN THIS DOCUMENT ARE FROM A DOCUMENT ENTITLED "INFORMATION TO BE PROVIDED", 1 REVISED VDOT NOTES 9 & 22, ADDED VDOT NATE 24 AND 25 JDB 9/14/19 H OF oWA J Lie, o. 42 N0QY �� � o N A L ETWGINEERSDRAWN SUMVEYORS PLANNERS ASSOCIATES POHox4119 3040AwemoraSquuePl, Lyw,4b,r8,va24502 cvalo�YiU VAzz911 Phone: 434.3www. 0 Phone.: 434.984,2700 www.wrvassociatcs,.nct DESIGNEDPROJECT: JDB RSTONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. No. BY: KTM DRAWING NUMBER: C --S TI TL E: VDOT, ROAD AND PAVEMENT CONSTRUCTION NOTES - DIHR BY: HFlN SHEET NUMBER: 5 of 27 WWA NUMBER: 208026.02 FILE NAME: 1802602C--O5.dW 9 DISCIPLINE: CIVIL c SCALE: H: AS SHOWN V: NIA DATE: f �! 0/ N0. SHEET REVISION BY L7ATF_ NO. SHEET REVISION BY DATE E IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 50' 50' 0 50' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' _j 1—NOTES: 1 =TRAFFIC ANALYSIS INTERSECTION LA�EL v _cO ---- -- -- 2. INTERSECTION IS A 4-=WAY—STOFb- DITION. J _j 3. INTERSECTIONS 70 AND 6 ARE THR UGH CONDITIONS FOR STONEFIELD SOUTH DIVERSION PIPE. REFER TO F1 BOULEVARD. S1 p ALBEMARLE PLACE TOWN CENTER EROSION j AND, SEDIMENT CONTROL PLAN 4. THE DESIGN OF THE INTERSECTION STO�EFIELD BOULEVARD (DISTRICT !hT 1, T, AMENDMENT, WP02009-00074, *6R AVENUE) AND BLACKBIRD LANE. THIS INTERSECTION WILL BE REVIEWED j ,, 11, 1 DETAILS. WHEN THE CONSTRUCTION DOCUME TS FO� BLOCK F, BLOCK G, OR THE F PERMANENT EXTENSION OF STONER LID BOULEVARD (DISTRICT AVENUE) TO ------ E-4 z 0 _j Ld m ROUTE 29 IS SUBMITTED. 41, J� ti I F ll I !r I) -� I ��-'h 1 I � , ,ju il i� i E-4 1.0' SIGHT Lu 8954 DISTANCE V) 9388 9378 Jill 91 ki 9149 1.0' SIGHT EASEMENT// 44 6' CONC SW — 8932 — 9127 DISTANCE — 8924 9382 0068 99i6 0127 9 (TYP) Tc- Tc 8978 8974 002 EASEMENT 9198 9428 9424 - TC -9173 Tc T Tc TC/ E ------- TC EYE 7f, y - IF i w DIS 0 BJ 7 � �5swl u 4il M M —20+00 r - o �60 9+00/ 17, -16+00 + OSSWALK (TYP) 8 9 Tr 44,0 Z2 V, IR825 HR f 0 F �Ar 10 00DB 300' r-+06 ON SIGHT86 QIST 7 82oo �8 TO -P 9369 _�-9370 -8-8- al 9182 I—V7, OBJ 266.97 SIG T DIS Tc 86 Tc 86 Tc 4,,�IBIOFILTER SURFACE EL F. 4w.ou _,juao 8 REINFORCED 9324 9132 �Y TC Tc 9327 154 — _/ 9d3l� , 0 � A) 92o a H CONCRETE vv 1 1 r_1 I U S TC Ok� 725 6X6—W2.9XW2.9WWF P4 8687, TC 0 �E bIST4 E" 91 8 72T, N TO M T TOP AND BOT EM U0 (2" CLEAR) , 5 4 E IT I t )v M �2r, F, -- - --- P T F'(-, ri F SCREENING,,WALL T 1.0' SIGHT J DISTANCE REFER TO STON-EFIELD TOWNCENTER FINAL F D FT -0 S,. �n lk- EASEMENT SITE�;P;LA,N,�,�,M�N,DM�ENT----�O,�R,,'DETAIL II A-1 F UA III[) �A AU_ T_! F I f F LFA�Izll I' rpl �J P1 L P�J� h �� 0 8954 J 9 1 _*t' 9149 1 0 SIGHT ------ 8932 s w 9127 DISTANCE — EASEMENT 98 8978 Tc TC NI BJ O Vl!r Q) 00 9207 TC cn 91 Q) 1 O cp O co O Q) Q) 1 CHANGED RIGHT TURN LANE TO THROUGH LANE AND ADDED SITE DISTANCES AT INSERSECTION 6 q) 2 REVISED STOP BARS ON THROUGH LANES AT INTERSECTION 6 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 00 5 ADDED GR -2 GUARDRAIL AT DISTRICT AVE. BIOFILTER 0 — CN JDB 9/14/11 JDB 9/27/'11 JDB 12/22/11 JDB 1/27/12 NO_ I SHEET REVISION I BY � DATE I NO. I SHEET REVISION #,0,0 muh '? 011 UO Lic. No. 0422 a h TONAL By DATE 0#6 Asm ENGINEERS SURVEYORS PLANNERS A sSOCTATES 878 60" NORTH DIVERSION PIPE. REFER TO ALBEMARLE PLACE TOWN CENTER EROSION AND SEDIMENT CONTROL PLAN, WP02009-00074 FOR DETAILS. DESIGNED BY: PROJECT,- AMENDMENT TO SET REV. NO. JDB STONEFIELD BOULEVARD ROAD PLAN 6 0[?AWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: EHR BY: GRADING PLAN C-8 HFIN SHEET NUMBER: WVIA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.02 802602CC —08.dwg CIVIL H., 1 " 10,' , 6116111 8 of 27 V: 1" = 11j a 0 I v cel N 0 ca N O 00 ❑1 Q) CL ❑ U v ❑ v ❑ c n O �C O tp N O 00 O N v U v v aq) .A a ca 0 00 O N ii IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' NOTE: WATER AND SANITARY SEWER UTILITIES TO BE DESIGNED UNDER SEPARATE SITE PLANS. 1 I� Ism, , Cy) w E� "I 0 11, Z zZN 1- �� �z W f z z o_ rn _ � U ary � ozM = oar � I W mw(D o°?�' ter; 0a_Ld �o� oNo - °Q �+ Q'- wd }r m+ Q�N' � 0 ONS-� Off+ '3 F-+ p 0) poop 04 o I � z Q .- I o I LLJ Q)i � � V wV)� OQ��� I ¢ O� w�VVi 0 � °, LLI 0 m2cLL.~n c-�c�cn wc~n0 o II -' + J J CD rn + + EX w + + � - I_ R=25C14' m U' c° a .: 22 1 j R=2 �,, CG -12A - N - CA r n EX N Ur.43 CG -6 43.2 C)NEFIELD BLVD. cc -s N 43.1 i �=25'� cG�12A -3 1 R,22q a N O �� = �_ � 43 3 =18 00 19+00 C) 20+0,0 17+0j0 MS -1A �r 1-17 + 11 MS -1A L7 c� N - L5 C6 46.2 __- R=2 �1� R=25' - -; CG" 6 - �V/ it 46.1 W --'� �l �� R� aGR- �vz' - N I�`' NOTES: 1. =TRAFFIC ANALYSIS INTERSECTION LABELS 2. INTERSECTION IS A 4 -WAY STOP CONDITION. 3. INTERSECTIONS 7o AND I ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. R=45CG w' 'tLr) o Ln + `n `t w V) O �0) o � � N -21 42 - C+o =, EX C$ Cp` O 2.- 23+( R�41�2.5`�9- hj w LINE TABLE Q 0 O 1-- 0)0 LINE BEARING LENGTH L5 N35'21 '47"E 55.28 L6 N31'32'56"E 78.94 L7 N35'21 ' 13"E 229.20 L8 S35.21 ' 13"W 377.87 1 I� Ism, , Cy) w E� "I 0 11, Z zZN 1- �� �z W f z z o_ rn _ � U ary � ozM = oar � I W mw(D o°?�' ter; 0a_Ld �o� oNo - °Q �+ Q'- wd }r m+ Q�N' � 0 ONS-� Off+ '3 F-+ p 0) poop 04 o I � z Q .- I o I LLJ Q)i � � V wV)� OQ��� I ¢ O� w�VVi 0 � °, LLI 0 m2cLL.~n c-�c�cn wc~n0 o II -' + J J CD rn + + EX w + + � - I_ R=25C14' m U' c° a .: 22 1 j R=2 �,, CG -12A - N - CA r n EX N Ur.43 CG -6 43.2 C)NEFIELD BLVD. cc -s N 43.1 i �=25'� cG�12A -3 1 R,22q a N O �� = �_ � 43 3 =18 00 19+00 C) 20+0,0 17+0j0 MS -1A �r 1-17 + 11 MS -1A L7 c� N - L5 C6 46.2 __- R=2 �1� R=25' - -; CG" 6 - �V/ it 46.1 W --'� �l �� R� aGR- �vz' - N I�`' NOTES: 1. =TRAFFIC ANALYSIS INTERSECTION LABELS 2. INTERSECTION IS A 4 -WAY STOP CONDITION. 3. INTERSECTIONS 7o AND I ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. R=45CG w' 'tLr) o Ln + `n `t w V) O �0) o � � N -21 42 - C+o =, EX C$ Cp` O 2.- 23+( R�41�2.5`�9- hj w CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING Q 0 O 1-- 0)0 CURVE TABLE w ONN + CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD C6 19.97 300.00 3'48'51 " 9.99 N33'27'22"E 19.977 C7 33.20 500.00 3.48' 17" 16.61 S33°27'05"W 33.20 C8 1 134.89 1 400.00 1 19' 19'16" 1 68.09 S45'00'51 "W 13425 C9 1 134.89 1 400.00 1 19-19'16" 1 68.09 N45'00'51 "E 134.25 1 I� Ism, , Cy) w E� "I 0 11, Z zZN 1- �� �z W f z z o_ rn _ � U ary � ozM = oar � I W mw(D o°?�' ter; 0a_Ld �o� oNo - °Q �+ Q'- wd }r m+ Q�N' � 0 ONS-� Off+ '3 F-+ p 0) poop 04 o I � z Q .- I o I LLJ Q)i � � V wV)� OQ��� I ¢ O� w�VVi 0 � °, LLI 0 m2cLL.~n c-�c�cn wc~n0 o II -' + J J CD rn + + EX w + + � - I_ R=25C14' m U' c° a .: 22 1 j R=2 �,, CG -12A - N - CA r n EX N Ur.43 CG -6 43.2 C)NEFIELD BLVD. cc -s N 43.1 i �=25'� cG�12A -3 1 R,22q a N O �� = �_ � 43 3 =18 00 19+00 C) 20+0,0 17+0j0 MS -1A �r 1-17 + 11 MS -1A L7 c� N - L5 C6 46.2 __- R=2 �1� R=25' - -; CG" 6 - �V/ it 46.1 W --'� �l �� R� aGR- �vz' - N I�`' NOTES: 1. =TRAFFIC ANALYSIS INTERSECTION LABELS 2. INTERSECTION IS A 4 -WAY STOP CONDITION. 3. INTERSECTIONS 7o AND I ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. R=45CG w' 'tLr) o Ln + `n `t w V) O �0) o � � N -21 42 - C+o =, EX C$ Cp` O 2.- 23+( R�41�2.5`�9- hj w CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING Q 0 O 1-- 0)0 cy0 w ONN + a-0) �d 4 _LO N + N Z Lj LL. O mono m¢LL 530 - �- wu 0 WATER LINES TO BE DESIGNED UNDER SEPARATE SITE PLANS R=25' CG -12A'; v�'' �r 42,1 r,r -W v 39.1 25' BOUNDARY BUFFER I_�I _ BIOFILTER "``,- 40.1 REFER TO DWG NO. C-22 FOR BIOFILTER DETAILS -- - - I-� - _ F, t- - ___ - - - --,� - -� - -- - -- `i-- �FREE NING WAL-L-- - I ¢LLY,,Lij to FER T�--�T4NEFIELD TOWNCENTER m + q m + F F'r' II II I rI + - r N PLAN A EN FOR rn .. ¢ cw Im - EI I� C�' FI AL SITE LA M DMENT 0 c� Z a N ---_-_-1 DETAILS. - T f I T. EI 11 I,II'IIti!l -- vZI-4rL4� W�4 W(n� iIi_N O I wcn ; mcn a i l :.,,i-- -- _ FEI I IT , I, �I - - T 1 f ! STONEFIELD BLVD PLAN � , ! - _ -� - STA. 20+50 TO STA. 26+77.34 J_ - ` ROAD CLASSIFICATION - URBAN COLLECTOR , ' V DESIGN SPEED - 25 MPH I_ , POSTED SPEED - 25 MPH -��I- I I ' I rm 1 R=25' 26.0' z W I=l of wx\ 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 214+50 25+00 25+50 26+00 26+50 9R -I-7, 17 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB 9/14/11 TH 0#� �� �j, o �. Lie, No. 0422 '�A �°� / /1��w .0.4 `'•' �Ss1 O �,C31 ti►0N NAL ENGINEERS SURVEYORS PLANNERS AsSOCIATESHFW POBox4119 3040AvernoreSquare PL Lynchburg, VA 24502 aharinttewfl1e,VA2291L Phone: 434.316.6080 Phone: 434.984.2700 ,tiv ,5soe,;x ,, , DESIGNED BY: JD8 PROJECT. AMENDMENT TO STONEFIELD BOULEVARD ROAD FLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 530 - �- -- sr --- -d_ REVISED NOTES FOR NEW INTERSECTION CONFIGURATION -- - 9/27/11 - 530 DRAWN BY: KTM DRAWING NUMBER: C- 10 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22,/11 TITLE: STONEFIELD BOULEVARD PLAN AND PROFILE STA. 20+50 TO STA. 26+75.17 5 ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER 525 ���- I - -- --� - - -- - -- -- -- --- 525 520 LIJ z- -- m^I 520 515-- Ze_- j WVVA NUMBER: 208026.02 ELLE NAME: 802602C_C-10.dwg DISCIPLINE: CIVIL SCALE: H: 1 " = 50' V. ' „ - 10, DATE: 6116111 NC. SHEET REVISION DATE NC. 515 -I DATE _ VI--ELE�V - 48V.58 T --- ----=_ -3 46 V T� 2+76-= _ .-I - - 51 Q �� - _ -S=-2-13.1-5--D- = - - - - 510 ::25----- T- �- �- - - 505 JIJ cnl -- - - 1 _ �- ---- - - - - - --� - -- 90.0 -VC- -�- - - -� 505 500 Ly 0 500 495 o - �- ---- II i --w N_ j T r - 495 490 -�' -- T - LIJ - m 490 N Vz IQ 485-- 480- - _ - __ - - �- 485 480 475 -- i - _-' -1- -1 q -1 F- - -- - - --- 475 -(GRADE--® - - ALVD SGL- -EX17Trt �R&o--- ROAD 470 - -- - 470 465 I 465 I I,I 460 - - -- �- 0 Q-� 460 --- - -- fn- 455 z____� __-I_- w ~ - 455 450 -- - w ?-m-m '450 fN co 00 h co 00 CJ) c0 cfl c0 00 00 nCO c0 co 00 00 u7 N' Lc)' 00 co rn co co O co u71 O 00N 00 oc CO c0 O oa co N IN O o) o) co r r d 00 00 0o r co d- 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 214+50 25+00 25+50 26+00 26+50 9R -I-7, 17 I STONEFIELD BLVD - PROFILE STA. 20+50 TO STA. 26+77.34 ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPIH POSTED SPEED - 25 MPH IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB 9/14/11 TH 0#� �� �j, o �. Lie, No. 0422 '�A �°� / /1��w .0.4 `'•' �Ss1 O �,C31 ti►0N NAL ENGINEERS SURVEYORS PLANNERS AsSOCIATESHFW POBox4119 3040AvernoreSquare PL Lynchburg, VA 24502 aharinttewfl1e,VA2291L Phone: 434.316.6080 Phone: 434.984.2700 ,tiv ,5soe,;x ,, , DESIGNED BY: JD8 PROJECT. AMENDMENT TO STONEFIELD BOULEVARD ROAD FLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 SIGHT DISTANCE TO PROFILE sr 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB 9/27/11 DRAWN BY: KTM DRAWING NUMBER: C- 10 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB I STONEFIELD BLVD - PROFILE STA. 20+50 TO STA. 26+77.34 ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPIH POSTED SPEED - 25 MPH IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB 9/14/11 TH 0#� �� �j, o �. Lie, No. 0422 '�A �°� / /1��w .0.4 `'•' �Ss1 O �,C31 ti►0N NAL ENGINEERS SURVEYORS PLANNERS AsSOCIATESHFW POBox4119 3040AvernoreSquare PL Lynchburg, VA 24502 aharinttewfl1e,VA2291L Phone: 434.316.6080 Phone: 434.984.2700 ,tiv ,5soe,;x ,, , DESIGNED BY: JD8 PROJECT. AMENDMENT TO STONEFIELD BOULEVARD ROAD FLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 SIGHT DISTANCE TO PROFILE 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB 9/27/11 DRAWN BY: KTM DRAWING NUMBER: C- 10 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22,/11 TITLE: STONEFIELD BOULEVARD PLAN AND PROFILE STA. 20+50 TO STA. 26+75.17 5 ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER JDB 1/27/12 DIH,R DY: 6 MODIFIED GR -2 GUARDRAIL AT BIOFILTER JDB 3/9/122 SHEET NUMBER: { % 1 J 2/ 1 n o } /� / j WVVA NUMBER: 208026.02 ELLE NAME: 802602C_C-10.dwg DISCIPLINE: CIVIL SCALE: H: 1 " = 50' V. ' „ - 10, DATE: 6116111 NC. SHEET REVISION BY DATE NC. SHEET REVISION BY DATE EROSION & SEDIMENT CQNTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF STONEFIELD BOULEVARD FROM HYDRAULIC ROAD TO THE TURNAROUND JUST NORTH OF BLOCK E. THIS PLAN IS WITHIN THE LIMITS OF THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO -2009-00074. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 5.10 AC RES. 11. EXISTING SITE CONDITIONS THIS PLAN ASSUMES THAT THE SITE WILL BE ROUGH GRADED AND STABILIZED PER THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO# 2009--00074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THIS, III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE WEST BY RESIDENTIAL DUPLEXES AND A SMALL SHOPPING CENTER, TO THE NORTH BY SEMINOLE PLACE (FORMERLY COMDIAL), TO THE EAST BY RT. 29 AND SPERRY MARINE/NORTHROP GRUMMAN, AND TO THE SOUTH BY HYDRAULIC ROAD, SPERRY MARINE/NORTHROP GRUMMAN IS ENCIRCLED ON THREE SIDES BY THIS PROJECT, IV. OFF-SITE AREAS THERE WILL BE NO OFF-SITE WORK ASSOCIATED WITH THIS PROJECT. V. SOILS THE SOILS FOR THIS SITE WILL BE CONTROLLED CONSTRUCTION FILL FROM WPO# 2009-00074. UDORTHENTS, LOAMY (88): THIS MAP UNIT IS MADE UP OF AREAS THAT HAVE BEEN USED FOR CUTTING OR FILLING FOR CONSTRUCTION. THE AREAS ARE GENERALLY IRREGULAR IN SHAPE AND CONFORM TO PROPERTY BOUNDARIES. SLOPES MAINLY RANGE FROM 2 TO ABOUT 25 PERCENT. THE AVAILABLE WATER CAPACITY IS LOW TO MODERATE. SURFACE RUNOFF IS MEDIUM TO VERY RAPID, AND THE HAZARD OF EROSION IS MODERATE TO VERY SEVERE, ONSITE INVESTIGATIONS ARE REQUIRED TO DETERMINE THE USE AND MANAGEMENT OF THESE SOILS. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RT. 29 AND HYDRAULIC ROAD. VII. STORMWATER MANAGEMENT CONSIDERATIONS SEE SEPARATE PLAN SET ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN WPO#' 2010-00023" DATED MARCH 30, 2010. VIII. OFF-SITE ACTIVITIES THERE ARE NO OFF-SITE ACTIVITIES ASSOCIATED WITH THIS PROJECT. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME 1, 2008, A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 11.5" FOR ADEQUATE CONSTANT PRESSURE, WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF), 3,05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP), 3.07: STORM DRAIN INLET PROTECTION SHALL BE (PROVIDED AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DD), 3.09: TEMPORARY DIVERSION DIKES SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS AND TRAPS. 5, OUTLET PROTECTION (OP), 3.18; RIPRAP (RR), 3.19, INSTALL AS SHOWN ON PLANS TO PREVENT SCOUR AT STORMWATER OUTLETS AND MINIMIZE DOWNSTREAM EROSION. 6. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS SHOWN ON PLANS TO HELP REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. B. VEGETATIVE PRACTICES 1, TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. REFER TO "ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS" #17 AND #18 AND TO "TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32-D" ON DWG C-22 FOR ADDITIONAL INFORMATION. C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS --3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED, PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION, MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS & BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3 -ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER, MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION!. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10, STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11, STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO WINIMIZE ENCROACHtAENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS --14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS' N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, N0. SHEET REVISION BY DATE_ N0. _ SHEET REVISION BY DATE ) z /d Lic. No. 04221 SIQNAL MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 -LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE (EROSION AND PROMOTE STABILIZATION, E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. MS -17, CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES, MS -18. TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19, ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED, 3, CONSTRUCTION ENTRANCE (3.02): PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. STORMDRAIN INLET PROTECTION (3,07): SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED, 6. TEMPORARY DIVERSION DIKE; (3,09): THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIVERSION, FLOW CHANNEL, OR OUTLET, AS NECESSARY, ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. 7. OUTLET PROTECTION/ RIPRAP (3.18/3.19): INSPECT AFTER RAINFALL EVENTS TO CHECK FOR SCOUR, 8. SEEDING (3.31/ 3,32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE; TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, 9. DUST CONTROL (3,39): PROVIDE DUST CONTROL IN AREAS SUBJECT TO. SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. ALBEMARLE COUNTY GENERAL CQNSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS, 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13-301 OR THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA,M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19, MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT (FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-2078). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND DISTURBING/ ,CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. VERIFY THE EROSION AND SEDIMENT CONTROLS ASSOCIATED WITH THE ALBEMARLE PLACE ROUGH GRADE PLAN WPO -2009-00074 ARE IN PLACE PRIOR TO CONSTRUCTION. 3. INSTALL PERIMITER SILT FENCE. 4. INSTALL TEMPORARY DROP INLETS AND INLET PROTECTION TO CONVEY OFFSITE CLEAN WATER. 5. INSTALL CLEAN WATER DIVERSIONS WEST OF ROAD AND OUTFALL INTO TEMPORARY DROP INLETS. I 6. PERFORM FINE GRADING TO ROAD ELEVATIONS. i 7. INSTALL STORM DRAINS, ROADWAY PAVEMENT, AND UTILITIES. 8. INSTALL INLET PROTECTION AS STORM DRAIN INLETS ARE CONSTRUCTED. 9. STABILIZE DISTURBED AREAS, 10. CONSTRUCT BIOFILTER. 11, STABILIZE ALL DISTURBED AREAS. ALL EROSION AND SEDIMENT CONTROLS SHALL BIE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION OR WHEN MEASURES ARE NO LONGER NEEDED, REMOVALS ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 12. CLOSE OUT THE PROJECT, W,i4 DESIGNED3Y:PROJECT: NEFI ELD BOULEVARD ROAD PLAN SET REV. Ivo. ENGINEERS ALBEMARLE COUNTY, VIRGINIA id DRAWN BY: SURVEYORS KTM DRAWING NUMBER,: TITLE: EROSION AND SEDIMENT CONTROL NARRATIVE PLANNERS C-1 1 DIHR BY: .ASSOCIATES HFlN SHEET NUMBER: PO Box 4119 3040AvemareSquare l. Lynchburg, VA 24502 ChartonesvillaVA , A229ii32911 WWA NUMBER: FILE NAME: _ DISCIPLINE: SCALE-: DATE; Phone: 434.316.6080 Phone: 434,984.2700 www.wwassociates.net r� �+802602C-C-CIVIL 208026.02 19.dwg H: AS SHOWN V: NIA 6/16/11 11 of 27 E-1 C nw TEMPORARY DIVERSION DIRE Comtaacted Soil SOURCE: VA. DSWC j►�'+� �. fir/ . GEOTEXTILE FABRIC -- SECTION A --A DETAIL 2 4.5' min. PLATE 3.09-1 GEOTEXTILE 9. FABRIC - SECTION A -A GEOTE> FABRIC SPECIFICATION REFERENCE CULVERT OUTLET PROTECTION 204 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4104 f SECTION A -A 3S Paved construction entrance for erosion ONI;. OOi�I'BCTlI;31: plans r -Y SM72A'aASFP'HAILT T6 COURSE "'JI A CE —EA$71 i : i PAVEN10T A ihm" 'hiiiuil watertap.d I iu'ch must be a niiiihmull I. inch ballcocic hxttoff r; Ive >Eglzlyui 1I*a014 )1ras0 'i110'oi Bete of 1. .i�ici s`fc r ad l�u�li cart 146f pre$sUre: a tr z' � v � awl %1 it1010 eritragze to an 140pr1o. ed.lsettlittg �i1 ea tai rete tre seciin>slit: z �ecliaueitit > [iall.l a reveot 4 froin eattexing:staxna cis ua ;ditches teres u e , PAVED WASH RACK NO SCALE NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH CONSTRUCTION ENTRANCE AT ALL TIMES. OUTLET PROTECTION DESIGN M..,�.,_..�.__...m..��m_.�,_.�..��....�..„.�,.,..,._.....,�, ground Outlet T1YPE B INSTALLATION Hydraulics 6 fps Aprcon j CLASS Al DRY RIPRAP 8 fps 200" I � 14 fps 2E6" CLASS 4 CLASS 11 DRY RIPRAP 19 fps 3E8" - a� L .Q DRAWN BY: � DRAWING NUMBER: C-- 13 CL TITLE. EROSION AND SEDIMENT CONTROL DETAILS 8, DIHR BY: HFW SHEET NUMBER: 1 Of 27 WWA NUMBER: ,208026,0,2 FILE NAME: DISCIPLINE: CIVIL 8026020 C--13.dwg SCALE: DATE: H: AS SHOWN V: N/A 6116111 O N0. SHEET REVISION remarks ST46 1.5 7.50 0.00 6.1 4.5 Glass AI Outfalls to Biofilter Forebay MIN. 3S S MIN,- WX S MIN. (r GEOTEXTILE FABRIC— SECTION B -B NOTES: 1, FOR MULTIPLE LINE INSTALLATIONS DIMENSION S 15 TO GOVERN THE PROTECTI(DN OUTSIDE THE CHANNEL WIDTH (W). 2, ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION 13 SPECIFIED ON PLANS, CONSTRUCTION IS T4 BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE, 3, GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4, S = DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCM CULVERT. H = DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL O)R ARCH CULVERT. 5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS. FOR CLASSS 1 INSTALLATION DETAILS SEE EC -3 TYPE B STANDARD DRAWING. RUSE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH &ND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. EC -1 OUTLET PROTECTION MINIMUM LENGTH (L) -nYPE A INSTALLATION 3H T1YPE B INSTALLATION 5H TYPE OF OUTLET PROTECTION MATERIAL MAX OUTLET VELOCITY (FOR DESIGN STORM) MINIMUtM "T" CLASS 1 EC --3 TYPE B 6 fps N)A CLASS 2 CLASS Al DRY RIPRAP 8 fps 200" CLASS 3 CLASS I DRY RIPRAP 14 fps 2E6" CLASS 4 CLASS 11 DRY RIPRAP 19 fps 3E8" GRAVEL CURB INLET S.�'DIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER 12" WIRE MESH FILTERED WATER a a — 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE SOURCE: VA, DSWC PLATE 3.07-6 CONSTRUCTION OF A SILT FENCE' SF (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLO w 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. / / L FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE. Adapted from Installation of Straw and Fabric Filter Barriers for Sediment ControINA DSIVC PLATE. 3.05-2 Sherwood and Nyant _ '0� TH o� � Q' . A L`c. No. 042 �0' 1 �) � �� ( ti SSI0NAL &gGINI m SURVEYORS PLANNERS AssocIATES. PO Box 4119 3040 Avemom Square P1. Lynehburg, VA Z4502 Ch 1wesville,VA22911 Phone; 434,311v0vasaoc one: 4349842700 DESIGNED D13 PROJECT: BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. - - DRAWN BY: � DRAWING NUMBER: C-- 13 TITLE. EROSION AND SEDIMENT CONTROL DETAILS DIHR BY: HFW SHEET NUMBER: 1 Of 27 WWA NUMBER: ,208026,0,2 FILE NAME: DISCIPLINE: CIVIL 8026020 C--13.dwg SCALE: DATE: H: AS SHOWN V: N/A 6116111 -- N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DINE 10' 6'-6" 6"I AND STRIPING LEGEND f middle unit T end unit ITEM (SPECIFICATION) DESCRIPTION 4" or 2"x (8" to 12") boards 4"x 4" posts, 8' long I /_ ® 4" 1111111111, 1111111, 1 �d J Ground line `o 10 4" (MUTCD W1-1) SINGLE POST 11 24" 7 This barricade is to be placed at the end of all dead end streets. LIMIT Lumber dimensions are nominal sizes. The reflectorized area shall have a smooth, sealed encapsulated lens material outer surface. The predominant color for other barricade components shall be white, except that unpainted galvanized metal or aluminum componentsnts may be used. Because of their vulnerable position and possible hazard they could create, barricades should be constructed of light weight materials and have no rigid stay bracing. Planks are to be fastened to posts with 2 — 3/8" x 6 1/2"carriage bolts and washers or with 2 — 7/16"x 4" lag screws and washers. Bolts and screws are not to be placed closer than 2" from the edge of planks. -DIRECTIONAL The following note shall appear on all plans: "The barricade shall be removed at such time as the need no longer exists, as determined by the Director," If the barricade is within 400 2SIR VDOT R/W, a permit is needed for its removal. ® CHARACTERISTICS (NAME) TR Color of stripes Reflectorized red and reflectorized white Width of rail 8" min. — 12" max. 29 Number of reflectorized rail faces 3 if facing traffic in i direction 6 if facing traffic in 2 directions This barricade and other traffic barricades are described in the latest edition of VDOT's Work Area Protection Manual Standards and Guidelines and MUTCD. ROAD NAME STD. NO. STANDARD TRAFFIC BARRICADE KEEP RIGHT SIGN (MUTCD R4-7) TB -1 0 SIGNAGE AND STRIPING LEGEND ® ID ITEM (SPECIFICATION) DESCRIPTION 4" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) 71 STOP SIGN SINGLE BROKEN LANE WHITE LINE 10 4" (MUTCD W1-1) SINGLE POST 11 24" 7 RESIDENTIAL SPEED LIMIT SIGN - 25 MPH LIMIT (MUTCD R2 -1C) 25 BLOCK #SPACE -DIRECTIONAL 400 2SIR ROW ® ROAD NAME SIGN (NAME) TR SUFFIX SPACE SINGLE POST 29 STA ER ROUTE # SPACE ROAD NAME SPACE ® KEEP RIGHT SIGN (MUTCD R4-7) 0 6" SINGLE SOLID WHITE LINE (TYP) ® 4" SINGLE SOLID YELLOW LINE (TYP) 0 4" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) ❑9 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) 12 PAVEMENT MESSAGE MARKING (TYP)*4 t+ 13 NONVEHICULAR PEDESTRIAN AHEAD • (MUTCD 11-2 & W16 -9P) AHEAD 14 DEAD END AHEAD DEAD (MUTCD W14-1 & W16 -9P) END AHEAD A I' li 'a'I o 9 F'1- 'F,A-'7 I ! wail r r -� � I�': i" I ri r, l I Q L 4���I;� �I !": -- ij LI I Il SIGNALIZED INTERSECTION. SEE -- ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD ! I 4 ,, q (WP02008-00068) AS PREPARED BY S I VI KA. H LI T)!i I ! 13 ! SIGNAGE NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR THE TYPE REFERENCED FOR' SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLOURESCENT YELLOW–GREEN. 2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION). ALL SIGNS WITHIN THE RIGHT–OF–WAY OF THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U–TYPE STEEL POSTS @ 2 LBS/LF. U–TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLUSH WITH THE TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1. TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) h; I I� I' rl L 1 II f I Ij -'- -5 ------- - - - - -- — _- _ 10 _= P S I — TC 10 11 6 y7h 1242 fl0 6 �Zk 8 o I 12 ,r'' -i- 10 00 1+00 Fry. y I T ry — r_ 4 1 TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) t- 8 STONEFIELD BLVD. V12 18+00 19+00 0 ® © 0 0 09 IF THIS DRAWING IS A REDUCTION z 0 GRAPHIC SCALE MUST BE USED –I w _10 m SCALE: 1 " = 50' Q w � W �V) 50' 0 50' o 3 13 Is 6� 12 21- +00_ 4 6 7 l9 10'`'� GR -2 �- 22+ ao- W 13 13 V�a BIOFILTER kql P4 \\ TEMPORARY BARRIER E -I (STANDARD TRAFFIC — — — — — �- — — — — 5 .5 r� ''� Z3' — - I _ _ BARRICADE TB -1) �- _� - A ; FI�j r,moi17 TEMPORARY BARRIER -�j - --i— 1 Ti��l (STANDARD TRAFFIC BARRICADE _ i� r r ;err r ' i ;' pQ BARRICADE TB -1) REFER--TO--STON-EFIELD TOWNCENTER F FINAL SITE PLAN AMENDMENT FOR DETAILS. 4<-1,17-77'TI11,E %— - I �� SII M _� -1' 1 i 1 l i J lire . i !' � �'�'I i I. j � 1 � u) I; j j I I, r r r 1 i r 1 r 1 r- - I R, �I F W W > Z O J Q W IF THIS DRAWING IS A REDUCTION 59 w Q GRAPHIC SCALE MUST BE USED TEMPORARY BARRIER (STANDARD TRAFFIC SCALE: 1 50' " = BARRICADE TB -1) '� A �. P' 13 2 1] 50' 0 50' 1 71F i 8 STONEFIELD BLVD. 6 �/ 8 TEMPORARY BARRIER (� (STANDARD TRAFFIC � 5 6 4 0 7 X0 . 12 18+00 6 - 1 9+00 4 i 20+00 12 — - - r � /// �'� = �: BARRICADE TB -1) — I T + -2 1 00 ; . ,...;_... 6 3 - 12 6 f 4 4 6 7 � ', 10 4 9 .e - - �c GR + 5.17 v o , 14 ---------------- - 13 ( B10FILTER 11 1 1 I_t — y F i C,Tr J rr cr %i — y y - r Ir - - i --WALL TEMPORARY BARRIER BARRIERT - I -L SCREENING i 1 STANDARD TRAFFIC ---_ - --— I, ( ;! r 1 H 1 , _; F ,_ F I f 'I',%1, ; ,J (STANDARD TRAFFIC BARRICADE TB -1) REFER TO---STONEFIELD TOWNCENTER�', F h z: BARRICADE TB -1) n Jl r P, 1- 1� F i/ r ISI FINAL SITE PLAN AMENDMENT FOR � IIT-� __��I DETAILS. z I f , , , El T T ,I INI - ^ _- e - - I - � - - F r 1 T4iI=— l I 'r 1 REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND JDB 9/14/11 ON LEFT TURN LANES FOR INTERSECTIONS AT STA. 17+11 & 20+00; O0P0 DESIGNFI) BY: PROJECT: AMENDMENT TO SET REV. NO. REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH ��� �j� ENGINEERS JDB STONEFIELD BOULEVARD ROAD PLAN CHANGED 6" SINGLE SOLID YELLOW LINE TO 4", ADDED MEDIAN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 DRAWN BY: STRIPING AT MAIN STREET INTERSECTION o SURVEYORS KTM TITLE: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB 9/27/11 0 _ Lie. No. 0422 DIHR DY: PAVEMENT MARKING AND SIGNAGE PLAN C— 14 CONFIGURATIONHFIhI ASSOCIATES'�o���/i �yww� POBoX4119 3 040 Avemore Square . _ SHEET NUMBER: 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/11 cg's Cs� Lynchbuig,VA24502 Charlonesville,VA22911 &VA NUMBER: FILE NAME. DISCIPLINE. SCAL`H . DATA. sl �� Phone: 434.316.6080 Phone: 434.984.2700 C1 �'L H: 1 " = 50' q ®r O� N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ��1j AL S._%.�Ss�L-�e.rie+ 208026,02 802602C_C-14.dwg V V. 1„ = 10, �%,6/ � � ( T W W TEMPORARY BARRIER (STANDARD TRAFFIC � BARRICADE TB -1) n � h; I I� I' rl L 1 II f I Ij -'- -5 ------- - - - - -- — _- _ 10 _= P S I — TC 10 11 6 y7h 1242 fl0 6 �Zk 8 o I 12 ,r'' -i- 10 00 1+00 Fry. y I T ry — r_ 4 1 TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) t- 8 STONEFIELD BLVD. V12 18+00 19+00 0 ® © 0 0 09 IF THIS DRAWING IS A REDUCTION z 0 GRAPHIC SCALE MUST BE USED –I w _10 m SCALE: 1 " = 50' Q w � W �V) 50' 0 50' o 3 13 Is 6� 12 21- +00_ 4 6 7 l9 10'`'� GR -2 �- 22+ ao- W 13 13 V�a BIOFILTER kql P4 \\ TEMPORARY BARRIER E -I (STANDARD TRAFFIC — — — — — �- — — — — 5 .5 r� ''� Z3' — - I _ _ BARRICADE TB -1) �- _� - A ; FI�j r,moi17 TEMPORARY BARRIER -�j - --i— 1 Ti��l (STANDARD TRAFFIC BARRICADE _ i� r r ;err r ' i ;' pQ BARRICADE TB -1) REFER--TO--STON-EFIELD TOWNCENTER F FINAL SITE PLAN AMENDMENT FOR DETAILS. 4<-1,17-77'TI11,E %— - I �� SII M _� -1' 1 i 1 l i J lire . i !' � �'�'I i I. j � 1 � u) I; j j I I, r r r 1 i r 1 r 1 r- - I R, �I F W W > Z O J Q W IF THIS DRAWING IS A REDUCTION 59 w Q GRAPHIC SCALE MUST BE USED TEMPORARY BARRIER (STANDARD TRAFFIC SCALE: 1 50' " = BARRICADE TB -1) '� A �. P' 13 2 1] 50' 0 50' 1 71F i 8 STONEFIELD BLVD. 6 �/ 8 TEMPORARY BARRIER (� (STANDARD TRAFFIC � 5 6 4 0 7 X0 . 12 18+00 6 - 1 9+00 4 i 20+00 12 — - - r � /// �'� = �: BARRICADE TB -1) — I T + -2 1 00 ; . ,...;_... 6 3 - 12 6 f 4 4 6 7 � ', 10 4 9 .e - - �c GR + 5.17 v o , 14 ---------------- - 13 ( B10FILTER 11 1 1 I_t — y F i C,Tr J rr cr %i — y y - r Ir - - i --WALL TEMPORARY BARRIER BARRIERT - I -L SCREENING i 1 STANDARD TRAFFIC ---_ - --— I, ( ;! r 1 H 1 , _; F ,_ F I f 'I',%1, ; ,J (STANDARD TRAFFIC BARRICADE TB -1) REFER TO---STONEFIELD TOWNCENTER�', F h z: BARRICADE TB -1) n Jl r P, 1- 1� F i/ r ISI FINAL SITE PLAN AMENDMENT FOR � IIT-� __��I DETAILS. z I f , , , El T T ,I INI - ^ _- e - - I - � - - F r 1 T4iI=— l I 'r 1 REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND JDB 9/14/11 ON LEFT TURN LANES FOR INTERSECTIONS AT STA. 17+11 & 20+00; O0P0 DESIGNFI) BY: PROJECT: AMENDMENT TO SET REV. NO. REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH ��� �j� ENGINEERS JDB STONEFIELD BOULEVARD ROAD PLAN CHANGED 6" SINGLE SOLID YELLOW LINE TO 4", ADDED MEDIAN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 DRAWN BY: STRIPING AT MAIN STREET INTERSECTION o SURVEYORS KTM TITLE: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB 9/27/11 0 _ Lie. No. 0422 DIHR DY: PAVEMENT MARKING AND SIGNAGE PLAN C— 14 CONFIGURATIONHFIhI ASSOCIATES'�o���/i �yww� POBoX4119 3 040 Avemore Square . _ SHEET NUMBER: 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/11 cg's Cs� Lynchbuig,VA24502 Charlonesville,VA22911 &VA NUMBER: FILE NAME. DISCIPLINE. SCAL`H . DATA. sl �� Phone: 434.316.6080 Phone: 434.984.2700 C1 �'L H: 1 " = 50' q ®r O� N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ��1j AL S._%.�Ss�L-�e.rie+ 208026,02 802602C_C-14.dwg V V. 1„ = 10, �%,6/ � � ( T 8.00' SIDEWAL - 7.50' 5.00'1 2.50'- 2% 0.50'--{ r OF TREE 2.50' 2% 66.00' ACCESS EASEMENT 12.00'--1 2.00' 4.00' 12.00' 12.00'--1 2.00' - 2.50' 2.50 1' STRIPING 1' STRIPING 2% EDGE EDGE 2% SEE PGL INSET 'A' A SECTION C-7 C-15 SCALE: 1 "=10' ST0NEFIELD BLVD. STA 10+8;9.81 TO STA 11+97.27 TRANSITION STA 11+97.27 TO STA 14+19.34 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH -7.50' 5.00' 1 54.00' ACCESS EASEMENT 16.00' -12.00' --12.00' -12.00'- .50' 2.5 i 1' STRIPING 1' STRIPING EDGE 2% EDGE 27o 7.50'-- 1 5.00' 7.50'-- 1 5.00' 2.50' 2% OF TREE 6.00' -= SIDEWALK 2.50' 2% 5.50' VARIABLE WIDTH ACCESS EASEMENT 6.00' 6.00' 5.00' 4.00' DEWALK SIDEWALK - 12.00' 12.00' 12.00' 2.50' 0.50' 1' STRIPING 1' STRIPING EDGE EDGE SPERRY 2% 2% 2% ENTRANCE SEE PGL 0.50' INSET 'B' D SECTION C-7 C-15 SCALE: 1 "=10' OF TREE STONEFIELD BLVD. STA 20+09.38 TO STA 21+62.41 TRANSITION STA 21+62.41 TO STA 23+12.41 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 24.00' ACCESS EASEMENT 5.50' 6.00' SIDEWALK 5.00'1 12.00'---I-12.00'- 2�.50' 1 2.50'. 7.50' 6.00' I r5.00, 1 SIDEWALK 2.50' lri v vl o J 2% J Dti 3 v 0.50' a 10 D v OF TREE Q) D, D c ,o 0 N O co N 0 ao 0 N s v U D v 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR aEi 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 Q 6 REVISED PAVEMENT SECTION N O oo i 54.00" ACCESS EASEMENT 7.50'-- 4.00' 5.00' --12.00' 12.00' 12.00'--1 2.00' 2.50' 2.50' 1' STRIPING- 1' STRIPING 2% EDGE EDGE 2% �2% SEE PGL INSET `A' C SECTION C-7 C-15 SCALE: 1"=10' STONEFIELD BLVD. OF TREE STONEFIELD BLVD. STA 15+34.33 TO STA 19+38.63 TRANSITION STA 19+38.63 TO STA 20+09.38 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH JDB 9/14/11 JDB 9/14/11 JDB 3/9/12 2% W41 N � 49.00' 50' - 21.00' 25.00' 18.50' BUFFER V)w QEw w U U Z = wzwo w �U m 20 ----------------------- -- 0.50' `Q�iw SEE 0.50' Subdivision 0.50'-- OF INSET'A'LANDSCAPED 0.5Q SECTION TREE Phone: C-7 ISILAND Phone:434 984-2700 B SECTION OF TREE C-7 SCALE: 1 "=10' OF C-15 TREE 2% STONEFIELD BLVD. ROAD CLASSIFICATION = URBAN COLLECTOR STA 14+119.34 TO STA 14+86.53 DESIGN SPEED = 25 MPH TRANSITION STA 14+86.53 TO STA 15+34.33 POSTED SPEED = 25 MPH ROAD CLASSIFICATION = URBAN COLLECTOR ACCESS EASEMENT - DESIGN SPEED = 25 MPH )Value POSTED SPEED = 25 MPH 5.50' 2 Table 1 6.00' 5.00' SIDEWALK ----� 4 DME 2.50' 3. EPT = S 7.50' 6.00' I r5.00, 1 SIDEWALK 2.50' lri v vl o J 2% J Dti 3 v 0.50' a 10 D v OF TREE Q) D, D c ,o 0 N O co N 0 ao 0 N s v U D v 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR aEi 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 Q 6 REVISED PAVEMENT SECTION N O oo i 54.00" ACCESS EASEMENT 7.50'-- 4.00' 5.00' --12.00' 12.00' 12.00'--1 2.00' 2.50' 2.50' 1' STRIPING- 1' STRIPING 2% EDGE EDGE 2% �2% SEE PGL INSET `A' C SECTION C-7 C-15 SCALE: 1"=10' STONEFIELD BLVD. OF TREE STONEFIELD BLVD. STA 15+34.33 TO STA 19+38.63 TRANSITION STA 19+38.63 TO STA 20+09.38 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH JDB 9/14/11 JDB 9/14/11 JDB 3/9/12 2% W41 N � 49.00' 50' - 21.00' 25.00' 18.50' BUFFER V)w QEw w U U Z = wzwo w �U m 20 ----------------------- -- 0.50' `Q�iw - 0.50' Subdivision U0:�U= OF OF rE TREE SECTION TREE Phone: C-7 C-15 SCALE: 1"=10' Phone:434 984-2700 ADT CBRD CBRT STONEFIELD BLVD, STA 23+12.41 TO STA'�23+24.90 2% TRANSITION STA 23+24.90 TO 24+74.90 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH Soil Sample CBRT RF POSTED SPEED = 25 MPH 36.00' ACCESS EASEMENT - I 34.50' -12.00' ---- I �--12.00' 12.00'- .50 I 2.50 I 2%_ 2% 2% SEE "'--INSET `B' PGL 0.50' 6.00' ' SIDEWALK OF OF 2.50' TREE SECTION TREE C-7 C-15 SCALE: 1"=10' STONEFIELD BLVD. STA 24+7490 TO STA 26+2490 ROAD CLASSIFICATION =URBAN COLLECTOR 2% DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 0.50' STONEFIELD BOULEVARD N0. SHEET REVISION BY DATE NO. SHEET REVISION INSET 'A' NTS INSET 'B' NTS w z >J w 0 rr d of CkfUJ w V) �A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A �B 2.0" ASPHALT CONCRETE BASE COURSE, IM-19.OA �C 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA D� 8.0" AGGREGATE BASE MATERIAL, VDOT NO. 21 B �E 2" (MIN.) TOPSOIL AND SEED iJF VDOT STD CG -6 INSET `A'; VDOT STD CG -2 INSET 'B' O APPROVED SUBGRADE O TACK COAT O PRIME COAT O UD -4 STANDARD PAVEMENT EDGE DRAIN INSET `A'; UD -2 STANDARD PAVEMENT EDGE DRAIN INSET 'B' 4" MIN. COMPACTED SUBGRADE 1.0 5'-0" UNLESS OTHERWISF NOTE -n nni Di nKIC- 1.0' Ll 2Y. SLOPE UNLESS OTHERWISE NOTED ON PLANS 4''-VDOT D. 57 OR; 8 AGGREGATE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE, 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. UD -3 UNDERDRAINS FOR SIDEWALKS ARE NOT REQUIRED. ACCORDING TO SOILS REPORT GENERATED BY ECC, LLC DATED MAY 8, 2009 PLASTICITY INDEX (PI) AT ROADWAY LOCATIONS EXCEEDING 31 RANGE FROM 9 TO 10. UD -3 UNDERDRAINS ARE NOT REQUIRED WHEN PI IS LESS THAN 13. SIDEWALK - DETAIL NOT TO SCALE Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia `Q�iw w Date: Rev. 8/15+/11 Subdivision U0:�U= Street Name Stonefield Blvd 0 Edens & Avant Phone: W z W WW Associates Phone:434 984-2700 ADT CBRD CBRT j y gm Subdivision Street Requirements. Design CBR Average of CBRT x2/3 andmodified donly as discuss d in the Pavement Design Guide. :CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. 0-0 m 2% Step ubgrade :©il Ilea.. v 0.50' 6.00' ' SIDEWALK OF OF 2.50' TREE SECTION TREE C-7 C-15 SCALE: 1"=10' STONEFIELD BLVD. STA 24+7490 TO STA 26+2490 ROAD CLASSIFICATION =URBAN COLLECTOR 2% DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 0.50' STONEFIELD BOULEVARD N0. SHEET REVISION BY DATE NO. SHEET REVISION INSET 'A' NTS INSET 'B' NTS w z >J w 0 rr d of CkfUJ w V) �A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A �B 2.0" ASPHALT CONCRETE BASE COURSE, IM-19.OA �C 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA D� 8.0" AGGREGATE BASE MATERIAL, VDOT NO. 21 B �E 2" (MIN.) TOPSOIL AND SEED iJF VDOT STD CG -6 INSET `A'; VDOT STD CG -2 INSET 'B' O APPROVED SUBGRADE O TACK COAT O PRIME COAT O UD -4 STANDARD PAVEMENT EDGE DRAIN INSET `A'; UD -2 STANDARD PAVEMENT EDGE DRAIN INSET 'B' 4" MIN. COMPACTED SUBGRADE 1.0 5'-0" UNLESS OTHERWISF NOTE -n nni Di nKIC- 1.0' Ll 2Y. SLOPE UNLESS OTHERWISE NOTED ON PLANS 4''-VDOT D. 57 OR; 8 AGGREGATE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE, 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. UD -3 UNDERDRAINS FOR SIDEWALKS ARE NOT REQUIRED. ACCORDING TO SOILS REPORT GENERATED BY ECC, LLC DATED MAY 8, 2009 PLASTICITY INDEX (PI) AT ROADWAY LOCATIONS EXCEEDING 31 RANGE FROM 9 TO 10. UD -3 UNDERDRAINS ARE NOT REQUIRED WHEN PI IS LESS THAN 13. SIDEWALK - DETAIL NOT TO SCALE Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia County Albemarle (County Code 02) Date: Rev. 8/15+/11 Subdivision The Shops at Stonefield Street Name Stonefield Blvd Developer Edens & Avant Phone: Engineer WW Associates Phone:434 984-2700 ADT CBRD CBRT j y gm Subdivision Street Requirements. Design CBR Average of CBRT x2/3 andmodified donly as discuss d in the Pavement Design Guide. :CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. DME VDOT District Materials Engineer. i `EPT Equivatent projected traffic. HCV Number of Heavy Corn>Ymercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires.) %HCV Percentage of the total traffic volume composed of Heavy Conunercial Vehicles. SRF Resiliency Factor= Relative value of the subgrade soil's ability to withstand repeated loading. SSV Soil support value of subgrade SSV = CBRD x RF) a DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method d.v._.._x11. DR 'Thickness indexrcquird, based on Design ADT and SSV, determined by Appendi step 1. Traffic Ails. ° ' ..... Step ubgrade :©il Ilea.. Soil Sample CBRT RF 1. Present ADT = 8250 1 0.0 Source )Value 2 Table 1 0.0 2. %HCV (%) = S 3 Appendix I 1.0 4 DME 3. EPT = S 5 Avg. CBRT = is '. 4. Design Period Years =a i Growth Rate (%) =1 0 CBRD x RF SSV71, ,, _. _. 0..) x ; 5. Growth Factor 6. Design ADT = 82,50 For preliminary design, use SSV from Appendix I =' 5.0 Step 3 1"a*e, at [ ] (A) Limited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and R [ ] (B) Show pavement section as developed in the Pavement Design Guide DR=i (See Appendix ]]If or material notations and thickness equivalency values, a) m TromAppend` 11 Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2,25 < „r Intermediate 2" IM-19.OA 2.00 125 4,50 Base 4" BM-25.OA Base Mix 4,00 2,25 3 9,00 Subbase 8" VDOT No. 2 1 B Aggregate 10.00 O.60 6,0 Dp must equal or exceed the value of DR. Dp = F -(a x h) _ K DESIGNED BY: PROJECT: SET REV. NO. ��x OF �JD13 AMENDMENT TO 0 1 ENGINEERS STONEFIELD BOULEVARD ROAD PLAN DRAWN BY: p SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWINC NUMBER: PLANNERS TITLE: DIHR BY: TYPICAL SECTIONS AND DETAILS C- 15 i d Lic. No. 0422 AsSOCIATES HFt+V SON /o //;z ��ww SHEET NUMBER: PO Sox 4ll9 3040 Avemore Square Pl. Lynchbxg,VA245o2 Charlottesviue,VA22911 W11VA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 5 eY DATE '"�►i, L � � ry .d ,v 5 _ es.ne� 208026.02 802602C_C-15.dwg c�vi� �: N/a 10' 6116111 of 27 MS -1A VARIABLE VARIABLE NOTES: ^� (1) THOROUGHLY. COMPACTED2" CLASS A31 CONCRETE 2" AREA TO CONSIST OF THE �_r FOLLOWING: 2" R 14":1' SLOPE , _ I ":1' SLOPE 211 R IN FILLS - REGULAR FILL MATERIAL _ 1N CUTS . UNDISTURBED EARTH go 211 d v ' 2' - WHEN MEDIAN WIDTH IS 3 FEET OR GREATER, AND REGULAR FILL P. � ' a w A LONGITUDINAL CONT ACTION JOINT SHALL MATERIAL AS REQUIRED. G* iV BE PROVIDED ALONG OF MEDIAN STRIP. r p,o PROPOSED PAVEMENT �, �' a EXISTING ".PAVEMENT Alt 12"SUGGESTED CONSTRUCTION METHOD IF ALTERNATE CONSTRUICTION METHOD IF FOR SIGN sSIGN HOLE FOR POST • TO BE FORMED TOP SLAB IS POURED SEPARATELY TOP SLAB IS POURIED SEPARATELY INTO INTRODUCED CIRCULAR NOSE MMIINIMUM OQFE5 a E:ff FROM THE NbSE, # :3 x 7 DOWELS d t2 C -C „ , r P1,REORMED KEY W 4 MIN NON -SYMMETRICAL NOSE WHEN ROADWAY DESIGN MEETS THE *THE DEPTH OF CURB IMAM BE REDUCED AS CRITERIA FOR CG -7 AS SHOWN IN MUCH AS 3" (9" DEPTH) OR INCREASED AS ADDITIONAL HOLES OF ADEQUATE SIZE TO BE 4" APPENDIX A OF THE ROAD DESIGN MUCH AS 3" (15" DEPTTH) IN ORDER THAT THE PROVIDED FOR SIGN POSTS, DELINEATOR, POSTS, MANUAL, MEDIAN CURB IS TO BE BOTTOM OF CURB WIL.L COINCIDE WITH THE ETC. AS SHOWN ON THE PLANS OR DIRECTED IN ACCORDANCE WITH STANDARD CG -3. TOP OF A COURSE OF' THE PAVEMENT STRUCTURE. BY THE ENGINEER. A. ° • ° ° t+ OTHERWISE THE NPTHEI PRICE 61D1�9 0 BESHOWN. MADE ° FOR A DECREASE OR AN INCREASE IN DEPTH. ° VARIABLE VARIABLE Z " 2" LASS A3ICONCRETtE 2" ,211 211 R 1 ":1' SLOP I 11.1,. 2" R ALTERNATE WITH - 1 EXTRUDED CURB 6A' ° ©! tl ©' v �o WHEN MEDIAN. WIDTH IS 3 FEET OR GREATER A LONGITUNDINAL CONTRACTION JOINT SHALL p Fv Tv BE PROVIDED ALONG OF MEDIAN STRIP. I> A O PROPOSED BASE WITH p o EXISTING BASE WITH ASPHALT SURFACE A AREA TO BE THOROUGHLY COMPACTED p PROPOSED ASPHALT Q BEFORE CONCRETE IS POURED, SURFACE A (SEE NOTE 1) MS -2 VARIABLE VARIABLE FOR DETAILS OF INTEGRAL CURB FOR DETAILS OF INTEGRAL CURB SEE STANDARD MC -10R CG -3 ISEE STANDARD W-1 OR CG -3 /4"!1' SLOPE 1/4 `:1' SLOPE 2" TOP SOIL 2'! TOPROP. ASPHALT PAVEMENT P SOIL I� 11) Ali A PROP. CONCRETE PAVEMENT WHEN Y S � a a a a > ROADWAY DESIGN MEET THE ! a a 1 PROP,•CONCRETE RAVEME'yT o> CRITERIA FOR CG -7 AS SHOWN IN o . a ' APPENDIX A OF THE ROAD DESIGN > • p p /� PAY LINE --'MANUAL IN SECTION ON GS STANDARDS, MEDIAN CURB IS TO PAY LINE BE IN ACCORDANCE WITH CG -3 HALF SECTION WITH PROP. HALF SECTION WITH PROP. CONCRETE CONCRETE PAVEMENT BASE WITH ASPHALT TOP VARIABLE FOR DETAILS OF INDEPENDENT CURB SEE STANDARD MC -10R CG -3 (/4" ct' SLOPE 2" TOP SOIL (1) PROP. CONCRETE OR FLEXILE PAVEMENT Al HALF SECTION WITH PROP. CONCRETE OR FLEXIBLE PAVEMENT VARIABLE FOR DETAILS OF INDEPENDENT CURB 1/4":1' SLOPE SEE STANDARD MC -1 OR 00-3 6 PROP.ASPHALT PAVEMENT 2" TOP SOIL Q {1) a (1)THOROUGHLY COMPACTED AREA TO CONSIST OF THE FOLLOWING: IN FILLS - REGULAR FILL MATERIAL IN CUTS - UNDISTURBED EARTH AND REGULAR FILL MATERIAL, AS REQUIRED. (2)THOROUGHLY COMPACTED AREA TO CONSIST OF REGULAR FILL MATERIAL, FOR DETAILS OF INDEPENDENT CURB VARIABLE SEE STANDARD MC -1 OR CG -3 1/4":11 SLOPE REPAVE d 2" TOP SOIL (2) EXISTING FLEXIBLE PAVEMENT D PAVEMENT UNDER MEDIAN TO BE REMOVED — — HALF SECTION WITH EXISTING FLEXIBLE PAVEMENT a Q PROP, CONCRETE OR FLEXIBLE PAVEMENT HALF SECTION WITH PROP. CONCRETE OR FLEXIBLE BASE WITH ASPHALT TOP VARIABLE FOR DETAILS OF INDEPENDENT CURB SEE STANDARD MC -1 OR CG -3 1/4":11 SLOPE 2" TOP SOIL PROP. ASPHALT PAVEMENT EXIST. FLEXIBLE PAVEMENT PAVEMENT UNDER MEDIAN TO BE REMOVED HALF SECTION WITH EXIST.. FLEXIBLE BASE WITH ASPHALT TOP UD -4 GEOTEXTILE DRAINAGE FABRIC UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER (OVERLAP T -O" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC ,- 11 IPAVEMENT (OVERLAP T-0" AT TOP) UNSTABILIB i* e . .. • o .: , a : P .: . i °.:, . '..•.. PAVEMENT •r it . • !; !MATERIAL UNSTABILIZED °' 4 MIN. O• O. O •. ° e P ° O• e P p o• 11 SUBGRADE1 OUTLET PIPE SUBHAS .IAT f�lA°e \ P SEE NOTE 1 SUBGRADE OUTLET PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE 1 2!-011 i'-0" GLASS MEETING #8 GRADATION REQUIREMENT. 1'_011 '4" PIPE (EAE OF YPI*613ULDER) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING # 8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION IE UD - 4 UP TO ELBOW, 45• ELBOW PIPE IS PERFORATED CONNECTION PIPE -LESS AGGREGATE PRIMARY DIRECTIONTRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL) 45' ELBOW CONNECTION - 450 WYE CONNECTION 1'_0,1 EW -12 (TYPICAL) - FOR OUTLET PIPE TO BEGIN WITH 45• ELBOW OUTLET PIPE NO SCALE UP TO ELBOW, PIPE IS PERFORATED SHEET 1 OF 2 IFICATION XVDC3T �VDC1T SPECIFICATION _ SPECIFICATION ERENCE STANDARD SCLID CONCRETE RAISED MEDIAN STRIP ROAD AND BRIDGE .STANDARDS ROAD AND BRIDGE STANDARDS STANDARD RAISED CRASS MEDIAN STRIPS REFERENCE REFERENCE 5D2 240 REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE SO2 STANDARD PAVEMENT EDGEDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION REV 8/07 501 258 2()2.03 202.04 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 108,06 701 GEOTEXTILE 0" AT TOP1ABRIG ,,.-PAVED SHOULDER LONGITUDINAL_ PERFORATED PIPE UD -4 NO.21B AGGREGATE TYPE OF PIPE CRUSHING STRENGTH STABILIZED OPEN SMOOTH WALL PVC TYPE OF PIPE SMOOTH WALL PE 11 NOM, DIAMETER GRADED DRAINAGE PAVEMENT ,j. .. �. P '' SMOOTH WALL. PVC 103 LAYER 11 SUBGRADE 4 PIPE CORRUGATED PE AASHTO M-252 SUBBASE LAYER e':':':':`:• .; SUBGRADE I OUTLET PIPE SEE NOTE 1 r #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #S GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE VARIABLE _I UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF PAVED SH .LDE) PAVED SHOULDER SECTION {FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TYPE OF PIPE CRUSHING STRENGTH 4" NOM. DIAMETER SMOOTH WALL PVC 103 SMOOTH WALL PE 70 PSI IK0< UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER. -X WALL THICKNESS tMIN). - INCHES GEOTEXTILE DRAINAGE F ,- „ )00( TESTED ACCORDING TO ASTM D-2412 AT Sit DEFLECTION. (OVERLAP 11-0" AT TQP)ABRIC : DOWN GRA STABILIZEDPAVEMENT �"'• .'':' ' -ES SHOULDER OPEN GRADED , ° �'� - � EP . ".'.°.'.°.'. P SEE NOTE 9. RI 1 DRAINAGE LAYER oo SUBBASE LAYER °;° o MAIN LINE PAVEMENT NON*PEPRIRE RATE° Y GONECCTION SUBGRADE UTLET PIPE --EP SEE NOTE 1 _0„ `ES SFOU E`Fi ##57 AGGREGATE, #8 AGGREGATE OR CRUSHED "PIPE ST'D. UD -4 REQ'. ST. UD -4 REQ'D. GLASS MEETING 48 GRADATION REQUIREMENT, 'D CURB AND GUTTER SECTION R {FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER} SHOULDER PAVEMENT- ' NOTES; Es EP a 1, 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE. EDGEDRAINS. IN GORE AREAS 2, UCTUE (DROP INLET, MANHOTHE LE, ECT.)NAL PIPE, NON -PERFORATED CONNECTS TOUTLE PESLY INTO A aARE NOT NAGE REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4, ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPEARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. COMMERCIAL SIDEWALK OR 5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN. (3%G DESIRABLE) GRADE AND PERFORATED ENTRANCE UNPAVED SPACE LOCATED EVERY 350'MAXIMUM OR AS NOTED ON PLANS. UNDERORAIN PIPE PERFORATED 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW -12 OR OTHER DRAINAGE TRENCH WITH UNDERDRAIN STRUCTURE. AGGREGATE PIPE *p 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE UTILIZED. IN LIEU OF PERFORATED PIPE. MAINLINE, ROADWAY B. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL BE ST D. CURB LIMITED TO NO MORE THAN V-0" TO PERMIT CAMERA INSPECTION OF THE MAIN UNE & GUTTER UNDERDRAIN BETWEEN "THE, LIMITS .OF ST'D. CURB IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURN$ _ GUTTER WILL BE NONPERFORATED PIPE, 9. IN SITUATIONS. WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO. 218 AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. NO. 219 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER, SHEET 7 OF 2 SPECIFICATION REFERENCE 240 STANDARD PAVEMENT EDGEDRAIN258 REV 8,07 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 108.07 2" R CG -6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000, PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER,. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE BBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND TTHHESIGROA DESIGN MANUANL i N THE SECT QN F ON GS URBAN STANDARDS,. sn a ' p a • a a f a 4 Ib D q - Q11 24-011 = THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION N0. SHEET REVISION BY I DATr NO. I SHEET REVISION BY DATE / Lic. No. 0422' SI4NAL�� THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL _ GROUND LINE x- GROUND LINE -- GROUND LINE - irrrr rrrr rrirri rrrr �✓r`�r ,J'�' rrr rir - rrr rrr r r rr r EARTHH, rrr rr ROCK ORrr EARTH UNYIELDING o / o BEDDING MATERIAL MIN. 1/10 D X D X BEDDING MI10 D MIN. 1/10 D _ _ MATERIAL X D X MATERIAL ,,� D --.� X J 1 " PER i' OF H NORMAL EARTH FOUNDATION' 811, MAX, 24" FOUNDATION SOFT, YIELDING, OR ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND UNE MIN. 1.5 x D OAF MIN.. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D i MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL --- �rrr� rr rrr r rrrrrr rrrrrr = ---� rrrrrrrrrrrr rrrr rrr rrrrr == w � � r r 'rrrrr err —' = rrrrrr rrrrrr rrrr rrrrrr — �.• rrrrrrrrrrfrr rrrrrrrrrrr,�r ,f, ;� �,rf1 �'rr�rir' rrr rrr rrrrr rrrrrr-rrrr rrrrrrrrrrr �' rrrrrr + rIrrlrGROUND + —GROUND LINE n = rrrrrrrrrr � rrrrrrrrrrr.- GR auNDE -------------- EARTH �� f ROCK OR MIN, 1/10 D _ MIN, V1O D X D X BEDDING I " PER -. UNYIELDING �� 4 SOIL � • T'i T� , 1 r� s� 7. MATERIAL F OF H X D X MIN. 1%10 D BEDDING MIN. 8", BEDDING MATERIAL MAX.ARTH . 24" MATERIA.. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL SECTION MATERIAL RCOAOD�ANND BRIDGE NOTES.* SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS 2 BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIV1IS. FOR GENERAL NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL. NOTES bN SHEET 107,00. WITHSECTIONOF THE ROAD AND BRIDGE AGCREGATELSIZE 25�ANDM26 MA 8N USED N PLACE OFSCLASS IR 9ACKRFILLL, ® EMBANKMENT IFICATION V00T REFERENCE INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPEC ROAD.AND BRIUDGE STANDARDS SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 10701 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 Er1G1NEERS SURVEYORS PLANNERS .IA.SSOCIATES PO Box 4119 3040 Avemore Square PI, Lynchburg, VA 24502 Charlou"vint, VA 22911 Phone: 434.316,6080 Phone: 434.964.2700 www.wwassociateanet DESIGNED BY: PROJECT: ADB STONEFIELD BOULEVARD ROAD PLAN DRAWN BY: ALBEMARLE COUNTY, VIRGINIA KTM TITLE: DIHR BY: HFW WWA NUMBER: FILE NAME: 208026.02 �802602C_C-16.dwlg VDOT STANDARD DETAILS DISCIPLINE: SCALE: DATE: crvrt V: NIA Hownr 6110111 SET REV. NO. .2 DRAWING NUMBER: C-16 SHEET NUMBER: 16 of 27 CG -12 A CG -12 CG -12 5' wi PERMIS ME !� CONSTRUCTION 05 DOWEL, 8" LONG 0 12" C -C GENERAL NOTES JOINT *' 1s,5 DOWELS, s" LONG PERMnsSIBI.E y2?i +�• 1. THE DETECTABLE WARNING SMALL BE PROVIDED BY TRUNCATED DOMES, N. "� AT 12" C -C CONSTRUCTION •`""'" � _ � 5' MIN. JOINT 12`1 h1A�t:�.° � � 2. DETECTABLE WARNING TO 9E GLASS A-3 CONCRETE (CLASS A-4 IF PRECAST( 8' „t..',. -J WITH SLIP RESISTANT INTEGRAL. SURFACE COVERING THE FULL WIDTH OF THE ' RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN � ' 12x'1 MAXqp 12Y1MAXTRAVEL. OTHER TYPES OF MAT€RIAL WITH TIE TRUNCATED DORIES DETECTABLE $ xiK � 0x1 NMI 10x1 _ WARNING MAY 8E USED WITH THE APPROVAL OF THE ENGINEER. VAX B _. AX B TYPICAL DESIGN WITH BUFFER STRiP 3• SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP N FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS TYPE A 4. IF RAMP FLOOR is PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO PERPENDICULAR RAMP RAMiP S! UN THAT ADJOINING FLARED SIDS CAN BE CAST IN PLACE AFTER PLACEMENT OF .. � TRUINCATE DOME 4' (5lEE TABLET (SEE TABLE) 12x1 tA1K PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4• A FSEE OR SHEET H ETI OF 8 4' DETAILS TRUNCATED DOMES 12�1um �� UN 5. REQUIRED BARS ARE TQ BE NO, 5 X 8" PLACED 1' CENTER TO CENTER ALONG 9' MON. n �� {' BOTH SIDES OF THF( RAMP FLOOR. MiD-DEPTH OF RAMP FLOOR. MINIMUM 8"-yll ,- Min SEE SHEET 1 OF g FOR DETAILS CONCRETE COVER 1/2". .. � { �iI�IV 5'-O" AMI 12 ---moi "+. �' BACK OF CURB t2xt MAX. 48x1 MAX, H MATCH 6. CURB f CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 1 OF ROADWAY CURB ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 20' 1 TYPE B TYPE A BACK OF CURB • 1 WITH BUFFER S.�TRIP L_ 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED WITH T H ' BUFFER F F E t� :S T RI F'y 2Q•i 4 e t � s' MITI BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL = MAX AN ACCESSIBLE ROUTE WITHIN THE RiGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED,, 2' MIN. SECTION A -A OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT PERMISSIBLE29 N. tart I BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FiRE 12xt1�A CONSTRUCTION MISECTION A"A HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTINUOUS ••--"""-a12x1 MAXJOINT a ¢, UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL y ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 1 y� * Ry o - ° „ ' q • q PERMISSIBLE Y WITHOUT BUFFER STRIP AND USED BY PEDESTRIANS.. CONSTRUCTION CROSSWALK ,? •:; JOINT f"'" THE CURB OPENING 15 PLACED WITANGENTIAL SECTIONS PROVIDED THAT SECTION B -B 5 8. RAMPS MAY BE PLACED ON RADIAL THIN THE LIMITS OF THE CROSSWALK AND 4' 1 THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 AT )1(.. 2" HIGHER THAN - • ' ' PERPENDICULAR TO THE CURB. EDGE OF PAVEMENT NOTES. ° ° ' ° AT )K* . SAME AS TOP OF CURB FOR GENERAL NOTES ON THE DETECTABLE (WARNING SURFACE, SEE SHEET 1 OF 5. :, Axx) SECTION B -B -► .- CROSSWALK S• TYPICAL CONCRETE SIDEWALK i$ 4" THICK. WHEN THE ENTRANCE RADIiCANNOT {?q ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING ALTERATIONS ' �" A 4'SWM LAIOM AREA TRAFFIC. REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW ((�1 nnn , OUTSIDE OF TRAVELWAY TRUCK TRAFFIC? FOR CONCRETE DEPTH. PARALLEL & PERPENDICULAR CONSTRUCTION, 6 FEET FOR ALTERATIONS. II SMALL BE PROWXD FOR CROSSWALK PERPENq�{" CROSSWALK 10. WHEN CURB RAMPS ARE USED W VATHN 71# CONJUNCTION WITH A SHARED USE PATH, NOTES, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK AREA. MARKED THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH SEE SWEET 1 OF 5. TRUNCATED DOME TYPICAL PLACEMENT 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), 6"•2.4" C -C t° THE REQUIRED LENGTH OF A PARALLEL RAMP A 4' x 4` LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR _� r� A 4' SQUARE LANDING A 4' SQUARE LANDING IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' , 1 0 0 0 0 O 0 AREA OUTSIDE OF AREA OUTSIDE OF SLOPE, LANDING AREA MAY INCLUDE THE GUTTER PAN. � - TRAVELWAY SHALL TRAVELWAY SHALL WITHIN CROSSWALK CURB �Y 0 0 a O n 0 0 0 n O a 0-s BE PROVIDED WITHIN BE PROVIDED WITHIN2' BUFFER. STRIP TYPE B PARALLEL 3``► THE MARKED THE MARKED 5' SIDEWALK - 0 0 0 0 0 o a a 0 0 o 0-0- (n CROSSWALK AREA CROSSWALK AREA. APPLICATION naaaan0ooan0a0a� +� -�- 000000o0Oa0Onoo -a� � 0 Y ROADWAY GRADE MINIMUM RAMP LENGTH 5, 0 0 0 0 0 0 a a o 0 0. O a 0 a iN PERCENTIN FEET ;t DIAGONAL PLACEMENT 4" CURB 6" CURB _ Qx- r R n O a a a a a a a a a 0 0 a 0 CROSSWALK CROSSWY K p 5 7 12xi Tac. n n 2 9 a " "•t.4" VARIABLE 4'MINIMUMI TYPICAL PLACE ENT TYPICAL PLACEMENT I) it 3 . 6 9 gx A T TBA AY " A 4'SQUARE LANDING AREA 113 DIAMETER I' AT INTERSECTIONROSSW OSSWALK 4 8 12" PAY tlMlrs AT INTERSECTION CROSSWALK \\c�'� BRAL�L �BE ��,°AR�cRosswALK � OUTSIDE OF TRAVELWAY WITHIN CROSSWALK DIAGONAL PLACEMENT 5 1D 15 WTI�N THE 1tARKEa SHA( IE PROVIDED FOR TRUNCATED DOME DETECTABLE WARNING WITHIN CROSSWALK DIAGONAL PLACEMENT 6 t4 i5 CROSSWALK AREA µDc PERPENDICULAR CROSSWALK DETAIL DETAIL (WITH BUFFER STRiP) WITH BUFFER STRIP WiTH BUFFER STRiP c1�osS'" VATas"N THEALK �tiD VDOT SPECIFICATION SPEREFERENCE '`VDOT ''��JD©`� SPECIFICATION CG -12 DETECTABLE WARNING SURFACE REFERENCE CG -12 DETECTABLE WARNING SURFACE CG -12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 i05 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF s SHEET 3 OF 5RE111SION DATE TYPE B (PARALLEL) APPLICATION 105 203.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502VIR0NIA DEPARTMENT OF TRANSPORTATION tp/09 203.06 2Q3-07 10109 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG -12 GG -12 C B CD -1 5` SIDE WALK 2' �n 2' BUFFER STRIP , EW -12 TOP OF CUT PAY LIMITS FOR (TYPICAL) A juul PAVEMENT BEGIN WITH 45° 5' MIN P€RMISS�1.€ CONST, "` •;, SUBBASE DITCH LINE ELBOW Z, JOINTS '�" C ti'•: SECTION C-C� UBGRA,DELINE / I� ''sr L x5 COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS XW `�a, " DETECTABLE d Area CENTER LINE SECTION V T WARNING (TYP) *+ TRAVEL LANES ri 45 �o CURB (WITH TYPE 1 SELECT MATERIAL) _ .4- - _ 7 » /_... - J4 5 A -..J TRUNCATED DOMES = { CROSSWALK VARIABLE SEE SHEET 1 OF 5 FOR DETAILS A 41 SQUARE LANDING "� 2'5' TRENCH PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR TANGENT PLAN AREA OUTSIDE OF MEDIAN WITH CUT -THROUGH - 'wn. OUTLET PIPE TO SHAPE TO MATCH FACE TRAVELWAY SHALL TYPICAL PLACEMENT B H UN \ 5 GINWITH45" OF ROADWAY CURB THE MARKEDAT INTERSECTION TYPE M2 DETECTABLE PAVEMENT SURFACE & BASE WITHIN + 2px �48x ' ` °t ""° WARNING (TYP( TOE OF FILL -- PROVIDED TOP OF 2'.0'• MIN. 5'-0" MIN. CROSSWALK AREA. WITH BUFFER STRIP SECTION B -B aQ0 Mtn o a I o 0 a Q O Qo P.Cx •'°rt'-•- SUBBASE ��J<2-/ .12 AT XC , 2" NIGHER THAN REFUGE ISLAND WITH RAMPS a'n �4' � �po' �' a oQ SELECT MATERIAL TYPE IORS o� / (TYPICAL) BACK OF CURB. 12 : 1 481 i M EDGE OF PAVEMENT ° AT X . SAME AS TOP OF CURB TYPE RII , . , , .. -#b7 AGGREGATE #&-4)R)R--GRUB, U/ --. _..._...... �...Ic......�......a. ucn 20 : t 48: 1 M GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW a q it nit GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD -1 COMBINATION UNDERDRAIN) 2' MIN. 1 s - WATRNNG ((-TYPI 4" SECTION A -A S, XX A ' 2"0.VARIABLE v 2' OR ih.m. A �-- PAVEMENT SURFACE & BASE 4' MIN. 8''q,l-••-48xt•-•- AT , 2" HIGHER THAN ~� '� �'. o o O 0 O o A o o7_0 '�"" SUBBASE OR CEMENT STABILIZED SUBBASE EDGE OF PAVEMENT ,� �� �¢� SECTION D -D o Q -wr -SELECT MATERIAL TYPE IIOR SUBGRADE AT X )K, SAME AS TOP OF CURB �p0 �.- iy� o e • cs ..... e . o a • o • ? - o. a - a _ , , , , - o • a • a - a a (CEMENT OR LIME STABILIZED) „ . .. 48;1 q,` - #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE TYPE C � DRAINAGE �� GLASS MEETING #8 GRADATION REQUIREMENTS. PARALLEL & PERPENDICULAR CURD FABRIC -� GENERAL NOTES I ti 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE APPLICATION �w. � MINIMUM RAMP LEITH """"' � '' . -. b �r• LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. ---- . _-...-_ - .-- -- ..- .._.._.-..._ .......... _ _ _ ........_ . _..._ ..... ROADWAY GRADE IN FEET 5 N ** 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO IN PERCENTINSURE COMPACTNESS. 00 0 4 2� 601 CURB�' D pETEGTABLE NON^PERFORATED OUTLET PIPE 3. OUTLET PiPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 1-' I $ 5 AT .2" HI�,HER THAN. MEDIAN WITH RAMP WARNING (TYP) SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. G3 % EDGE OF PAVEMENT n DESIRABLE) GRADE. 3 3 4 3 b ATXCXt.SAW AS TOP OF CURB TYPE MI CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS., WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE REFUGE ISLAND CUT *THROUGH TYPE IPF PIPE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP N 4 4 B NOTES• FOR GENERAL, NOTES ON THE DETECTABLE WARNING SURFACE.. & 4; n bl W.T.. 411 NOM. DIAMETER XW.T. 611 NOM, DIAMETER INLETS OR MANHOLES. a s s 10 SEE SHEET t OF 5. TYPE RI2 O x Max. ' x Wow. SMOOTH WALL PVC .103 0.153 U 6 7 14 T1 SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA _ 7 13 is BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS NOTES: SMOOTH WALL PE 74 PSI )00( 70 PSI iEirf3E WITH OUTLET PIPE ON LOW SIDE ONLY. fi 8 i5 i5 AND ROADWAY GEOMETRIC$ PROVIDING THE DIMENSIONS AND 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-011 ABOVE i7 1, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SLOPES ARE AS NOTED' SECTION A -A SEE SHEET 1OF S. INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. THE REQUIRED LENGTH OF A PARALLEL RAMP iS THIS COMBINED (PARALLEL 6 PERPENDICULAR) DESIGN CAN BE USED WiTH 2. CURB SHALL BE SHAPED TO MATCH THE FACE; OF ROADWAY CURB, 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. ADJOINING BUFFER STRIP. LAVING AT BOTTOM OF TWO SLOPING SIDES 3. SEE ROADWAY PLANS FOR MEDIAN AND REFUGE ISLAND DIMENSIONS X WALL THICKNESS (MiN) - INCHES BE OF THE SAME CRUSHING STRENGTH A$ THE OUTLET PIPE. WITH 5' X V MON. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE X)O(.TESTFED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION.. � 4. RAMPS AND CUT THROUGHS SHALL BE ALIGNED WITH CROSSWALKS. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW -120R OTHER DRAINAGE 0 STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED STRUCTURE. L TO THE SIDEWALK WITH A WARPED SURFACE. Q .6 SPECIFICATION VDC)T VDOT SPECIFICATION voo I SPECIFICATION 0 REFERENCE ICG -12 DETECTABLE WARNING SURFACE � � CG -12 DETECTABLE WARNING SURFACE REFERENCE � STANDARD COMBINATION UNDERDRAIN REFERENCE O ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 Of 5 SHEET 3 OF � REVISION DATE MEDIAN AND REFUGE ISLAND APPLICATIONS 105 SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) ��� p 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 10/09 203.08 203.08A 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION SO2 iQ8.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 (O 0 00 0 N 4) U 0 4`. �_DESIGNED BY: PROJECT: SET REV. NO. TH 0p �r 013 STONEFI ELD BOULEVARD ROAD PLAN goo �r E,�,zGmnsDRAWN BY., ALBEMARLE COUNTY, VIRGINIA 2 SURVEYORS KTM DRAWING NUMBER: N TITLE: J �.ArmERs D1HR B VDOT STANDARD DETAILS C-17 . CN Lie. No. 0422 . ASSOCIATES BY: O.�%+ 7_POHox4119 3040AvemoteSquarePI' L.SHEET NUMBER' ti mchbumVA24s02 Qwlo",sviue,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: AS SHOWN �+ fl f n N A L wwar.wwassociaies.net 208026, O2 602602C_C- 17. d wg 671 1q V/ 1 27 NO. SHEET REVISION BY G?AT,r NO. SHEET REVISION BY DATE V: N A PROP GRADE @ PIPE EXISTING 39 GRADE @ 38• O 38.-00 l � f 0)J m n 00 of � � d 0 if oo It 0 W 0 Lo (0 +t�cr 0 �OZZ � j Z Z Z ■ ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON J • - Z va- 495 490 - Z _72- 10 Hut L -TYPE �� - • t - I - 0 - . N- - 500 • oie■ r 0 40.1 EISTr GRADE @ 00 `t of t ' - EX ® N- _N-� f tl • a a I � 495 490 485 - - - - ■ 6 .95L 7�1 _ 490 485 ' �� C) �: a e.� - 6 • 00 480 C° GRADF @ P€ --- N II 475 co TYPE - -5 - 475 �; - - - - - - 47=29-L� � i�- _ - E FypEI-S 1�'i_OF'E SBP �`(PE - -� - - ---� --T - 80 i 6.5 480 a . 1-6 .-68-LF 470 - -- 470 f-_ 0') 00 a N 0) 00 DO c6 00 r- 00 00 1 - � - - i � 10+00 10+50 10+65.39 STORM PROFILE STRUCTURES EX3 9 THROUGH 38.2 PROP GRADE PIPE EXISTING GRADE @ PIPE 1 C; 470 00 465 x w0 00 0 460 + CO 0 O Z Q > > 00 z z Ln O 6 (a) co co d- d' 495 490 485 480 475 470 465 460 10+00 10+36.05 STORM PROFILE STRUCTURES EX22 THROUGH 22.1 LO 0 Z - N 5 00 oq- 00 1-- VIII coif PROP GRADE PIPE EXISTING GRADE @ 43.1 PIPE 495F 490 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON J • - Z va- 495 490 - Z _72- 10 Hut L -TYPE �� - 460 t - I - 0 - . N- - 500 • oie■ r C; 470 00 465 x w0 00 0 460 + CO 0 O Z Q > > 00 z z Ln O 6 (a) co co d- d' 495 490 485 480 475 470 465 460 10+00 10+36.05 STORM PROFILE STRUCTURES EX22 THROUGH 22.1 LO 0 Z - N 5 00 oq- 00 1-- VIII coif PROP GRADE PIPE EXISTING GRADE @ 43.1 PIPE 495F 490 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON J m _ c� - Z va- 495 490 - Z _72- 10 Hut L -TYPE �� - 460 - - I - 0 - . N- - 500 PROP r 0 40.1 EISTr GRADE @ 00 `t of t ' - EX PIPE N- _N-� f tl m= - - -�- - -I ►i r, ,-- 495 490 485 - - - - 485 6 .95L 470 490 485 J C) 480 EXISTING - 6 -L� 00 480 C° GRADF @ P€ --- N II 475 co TYPE - -5 - 475 �; - - - - - - 47=29-L� � i�- _ - E FypEI-S 1�'i_OF'E SBP �`(PE - -� - - ---� --T - 80 i 6.5 480 - - �- 1-6 .-68-LF 470 - -- 470 f-_ 0') 00 (0 0) 00 N 0) 00 DO c6 00 r- 00 00 10+00 10+50 10+88.06 03 J co o m rn 00 00 00 d- o � T O Q > t~!) Z STORM PROFILE STRUCTURES 43.1 THROUGH 46.1 ¢ ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON 485 c� 480 475 lL 474 465 505 475 470 465 F= Z _72- 10 Hut L -TYPE �� - 460 485 460 I - 0 - . N- - 500 PROP r 0 40.1 EISTr GRADE @ 00 `t of t ' - EX PIPE N- _N-� f tl m= - - -�- - -I ►i r, ,-- 495 490 480 i, 475 �r - oa--o _j^(0 480 4, - 40 6 .95L 470 490 485 J C) _ EXISTING ¢ --d 00 m C° GRADF @ �' N II NO. co - PIPE 485 0 o 0 485 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON 485 - 480 475 lL 474 465 505 475 470 465 F= -111480 _72- 10 Hut L -TYPE �� - 460 485 460 I - 0 - . N- - 500 - r Lq M 00 U� co CC) EISTr N o T (6 +i 00 <t > V) Z > > > 10+00 10+32.12 �zzz STORM PROFILE STRUCTURES EX40 THROUGH 40.1 EX 42 o PROP Lf),- GRADE @ 06 -1PIPE F- 0 0 ca z N EXISTING 42.1 O GRADE @ + U -E PIPE w 490 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB - - - - - - - --- - 505 fT--490 F= 485 - - - --PR - - coj 485 { - v, �;- -� I - 0 - . N- - 500 - r - -- -- -1 EISTr 49 5 00 `t of t ' - -GR-4D �@ '- vi - P E - G QE-® d ¢ _ lP-E - N -d N- _N-� f tl m= - - -�- - -I ►i r, ,-- 495 490 480 i, 475 �r - oa--o c 7 N Op �n 480 4, - 6 .95L 470 490 485 470 _ �t I N d h h hco co co 00 - - _ - - o� N W 00 w �Q o00 N 0 c6 00 r+ O 0 O f)z =o z z 10+00 10+50 >> > 10+68.45 V) ZZ Z STORM PROFILE STRUCTURES EX42 THROUGH 42.1 505 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB - - - - - - - --- - 505 500 -E-X- - � - - - --PR - - coj -- - - { - v, �;- -� I - 0 - . N- - 500 4 r - -- -- -1 EISTr 49 5 00 `t of t ' - -GR-4D �@ '- vi - P E - G QE-® d ¢ _ lP-E - N -d N- _N-� f tl m= - - -�- - -I ►i r, ,-- 495 490 515 �r - oa--o c 7 N Op �n �} N N N O O n L - - 490 485 JDB F- - - - _ - - _-- ADDED IS -1 TO STIR. 46.1 BY DATE NO. SHEET REVISION - DATE 485 SHEET REVISION - - - - 47=29-L� � i�- _ - E FypEI-S 1�'i_OF'E SBP �`(PE - -� - - ---� --T - 80 i 6.5 480 - - �- 1-6 .-68-LF - r 00" 7111PE PE - 1-.09 0 - -Fi --475 -�- RE ---T } C 1: 0� � 1 - � - - i � 475 - -- - - - DRE- P - - 470-� I'? -- -cru - _ - 0 -0 - -� - TYPE --- 470 465 0) rnE - --II--- --- - _ - - 465 ¢ 460 w ern - o o c� �- fn M =00 CC o - -a� a� to Pus rvn 460 - - -eo-rn 455 - �� - ti -� co -¢ - 000 - ----tE)-�# +--II M- 0 �•�+II ll - �---j<-�} -F tl I --p�-� - d• � 455 450 0. zi z - _-Z z -z r --z Z z� _ r O > - z Z-- zr~n- r z - r T z - 450 00 m CO �t r OZ; d h m CD m m co � '0 d d CO h mI m co d � CO m CO d cfl 0) O O c) O �t 1- -4- I 0') � co O - •- O O) Cn d t I h 00 •- .- t d 0) O l-) 07 in t- N N N M d7 07 d I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STORM PROFILE STRUCTURES EX43 THROUGH 43.6 46.8 �-� (46. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 515 - 1 J m - 500 495 490 STONEFIELD BOULEVARD 500 495 - 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/1 1 485 1.0-4% 485 5 REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO JDB 1/27/121 480 515 18" DIAMETER c 7 N Op �n �} N N N O O n L 6 ADJUSTED RIM AND INVERTS FOR STIR. EX40 AND STIR. 40.1; JDB 3/9/12 ADDED IS -1 TO STIR. 46.1 BY DATE NO. SHEET REVISION BY DATE NO. SHEET REVISION - - - - - - - 6.5 -�- --a IT -- - - - - - -- - - - - - - _^ - - O LO -� ---ti- -_a- �- - 0 -0 - - - --- - - -- - - -- -- - - 510 __- - - -- II- -�-- - - 510 505 - - 4 - N 500 °' ��-- 500 - - _- -- -- ---� _- Ppn J ---- - - 495-- 490 485 I� - - - GRAD _-®- - _ -o Ci �- �4 II aI-ISI =0 - - Opp t� c - ® 495 490 485 00 -- -- --IN-1¢I- m- -9 Lam- LL448 - - m - -1-5-K RE PES_--= - 534 - --F npE-- - ---- -- --TY -- - - -`_i-Zr-,, - - - --- 480 i 7 DPE0_0 P - 00T■ --- 480 "-K-PETY E S --24-"-_ - -- -- - _- - -8" P E TY E S - C - - -@G6-7-7 - - -- -- - - - 475 - 475 470 470 - - - - M N - - - N r cn - ,- M-- - 465 p o o0 -� F- - - e0 -I -r- -O -- - - -0i-00 + d - ,�rF- crj - tC - 00 hit � - ' pp cel- - to p - rn - - - - a� d o-�? cp w� �' °' --- -d -tA - �i-i � -c} -in `� c+ L- rr0 - 0- ---o-� 465 - - - - - -- -- - - - - - - �- AF - .i tl -- 460 a- Z - Z -- ? -- ---- -- - - - -- cn-z Z z -- - - -erg Z -�- - ? - - cn - -z- z- z -- �r _ -z- _F- zz _ yr - 460 - d h co h DO r7 h 00 In 00 06 00 00 CO 00 00 co 07 N 00 00 0) 00 co 00 co 0) 00 O O a) 00 0) O O m a) O - rn - rn co f r O O M N N rn co N Cn CD N rn N Lf) 0i M M m 0) d d 0) co M 4 m m d d Lf) L m d U-) co m IT) h 00) 00 00 0) �t T-- O O O u7 CO N O In if? d ri 4 O O Ln 07 O 00 co 0) h U� Lf� (0 h 00 O O O O O In u7 DC7 Irl � h Do O u7 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/111 - 1 J m - 500 495 490 STONEFIELD BOULEVARD 500 495 - 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/1 1 485 1.0-4% 485 5 REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO JDB 1/27/121 480 18" DIAMETER c 7 N Op �n �} N N N O O n L 6 ADJUSTED RIM AND INVERTS FOR STIR. EX40 AND STIR. 40.1; JDB 3/9/12 ADDED IS -1 TO STIR. 46.1 BY DATE NO. SHEET REVISION BY DATE NO. SHEET REVISION STORM PROFILE STRUCTURES 46 THROUGH 46.8 „d Lie. No. 0422' °11*1 � s/la �l� �w�` �i: 10NAL 17+50 18+00 18+50 ENGINEERS SURVEYIORS PLANNERS ASSOCIATES wu�rr: a1u ��ssoc_sates.rzet 13+50 14+00 14+50 14+99.87 PROP GRADE EXISTING PIPE GRADE @ CL PIPE I 46.9 46.5 M o I 00in If) 505 505 - 1 J m - 500 495 490 - o _ 500 495 - 60 65 L - 490 , 1-5-S- 485 1.0-4% 485 - 480 480 - c 7 N Op �n �} N N N O O n L 19+00 19+50 20+00 (n z z z 10+00 10+50 20+00.53 10+64.63 STORM PROFILE STRUCTURES 46.5 THROUGH 46.9 DESIGNED BY: PR0,1ECT: AMENDMENT TO JDe STONEFIELD BOULEVARD ROAD PLAN DRAM BY: KTM ALBEMARLE COUNTY, VIRGINIA TITLE: DINR BY: STORM DRAIN PROFILES HFW WVVA NUMBER: FILE NAME: DISCIPLJNE: SCALE: DATE: 208026.02 8026020-C-18.dwg CIVIL H: I" = 50; SET REV. NO 6 DRAWING NUMBER: C-18 SHEET NUMBER: 18 of 27 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' i 3 MATCHLINE 1pn -'- SEE RIGHT 431 3. 2 + 38I3 - + , O 42 EX EX _ 38.2 s, 41 - 11: W 39 EX O - - GR- _ 2 .4 a0- - 23+ + + + �2 +,'5.17 - F A BIOFILTER — --- 40.1------------- �c STORM PLAN STRUCTURES EX45 THROUGH EX22 QUOTES: 1. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT PLANS WPO 2010-00023 FOR GRADE AND LOCATION. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 °' = 10' 10' 0 10' I mi 50' 0 50' HORZ: 1 " = 50' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 00 0 N v U 0 CL °-�' 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/11 v - - - e - STONEFIELD BOULEVARD 3 4 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 500 - -- - N 6 ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1, JDB 3/9/12 CO0 AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1 - - 0 - -- -- - - - - - -- ,� 500 r - -- - - - ----- -- - - - --- - - - 1 -- - ----- - 00L 00 - - - - - --- _ - -X- - - oo_ - - - - J r 495 495 490 - - -- - - - - O �X 8 - - -- - - -- - - - - Rc_ -PIPE- 00 -w °rim - I- m i�-- ------- - - 490 485 -- - + �' - - F- -o-�- °- -- — _ 485 -_ -- - w�r EX - -N - ryl ' II — -_ — - - -- -- - - - - 480 45- -� z - --- - - - - - - - - - = -I-II M © o- -- p �- 00 - a - - --- w- 480 - - EXISTL oo-- --- - -- - II - - - -a - - w r - n ii - w�.� U W M _.. y_ - - - - - .�� - _ � w _D _t (n - 0RADF- , Fri __ - STORM PLAN STRUCTURES EX45 THROUGH EX22 QUOTES: 1. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT PLANS WPO 2010-00023 FOR GRADE AND LOCATION. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 °' = 10' 10' 0 10' I mi 50' 0 50' HORZ: 1 " = 50' co No 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 00 0 N v U 0 CL °-�' 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/11 v STONEFIELD BOULEVARD 3 4 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 500 - -- - N 6 ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1, JDB 3/9/12 CO0 AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1 - - 0 - -- -- - - - - - -- ,� 500 r - -- - - - ----- -- - - - --- - - - 1 -- - ----- - 00L 00 - - - - - --- _ - -X- - - oo_ - - - - J r 495 495 490 - - -- - - - - �X 8 - - -- - - -- - - - - Rc_ -PIPE- 00 -w °rim - I- m i�-- ------- - - 490 485 -- - �' - - F- -o-�- °- -- — _ 485 -_ -- - - - -- - -- - - - -- - - -- - EX - -N - ryl ' II — -_ — - - -- -- - - - - 480 45- - --- - - - - - - - - - = -I-II M © o- -- p �- 00 - a - - --- 480 - - EXISTL oo-- --- - -- - II - - - -a - - - - - n ii - --- - - - - - - - - _ - 0RADF- 475475 - uj - —fi- LL Lt - 6 „-- PE � S 470 - - - - - - 470 - - -- - - ---- --- 465 - - --- - -- -� t� -� - 48 k�D TYPf. --- --- - - - - - - - n- 465 -- — --- - 260- 1-�LF - _ -- -- - _ 460 - 1:3 -84 -LF --- - - _ --- _ a, � -- - - - - � 460 -- -- 1-62:62- _ LF - - --- - -- - -- -- ------ - 455 -- - --- =39 - -1 48 -HQP TEPP-£ S- 455 -- --- - C� .35%- __ Q { - - -- - - - - ----- T -- - _— - -- 5 ° - - - - - - --- 32:00 - ------ L -F- - -- 450 - - - - - - a0 -- -- 450 - -- -- - - - - r 00 445 - - 00-- r 445 440 co - --- N - - - ,, 00_ �Q� CO-rt7 —_ N Lo � � — - — -a P( --- - - --- . —tL�` O440 T cp--V N- �` - 435 a d _ ►t7 c�V _ - it rn_d_ -11 -- -- - -- ----- --� rF + �' � -I� - _ L Q -r $ice -� -SIL - �' - -- - - '�'-I- II- jr_ 11- - -- - -m-� - 430 - - --- --- - - -- - - -- Z - _ - - -� -- -- - Z - Z -� - ---V Z - Z- - -- -_ -- - - -- -- - - - -- Q } - Z Q--> Z- - - -- - - - - -- - - - <-> az > Q Z _� -~ Z — -Q- - ~ - - �> Q- Q Z Z - -I - 430 O co co d- d cD d- O n N d Lq co (` O N r` cd C6 00 00 Co 00 Co 6 C6 0) O co c0 co co co ca co co c0 co co r` -4- tet- �t -t- d- It d- 't _t d- cfl O 17 O r r- r` r` f� a0 N N r` r` r` N r` r7 N r6 n 4 r� h r` f� O L6 r` L6 r` N c0 r` r_� r` r` f) C) r` r` r` r` r~ r` r� r` r` r` f` ti r` cO r` r` c0 r` r` n Co 0: 00 r` r` �c } c) 0� -- 00 r' i I` N m O O r N r` co co c0 co t- I� N N r6 c0 co t_ c0 O r i co O� N r') d d �f? rCi t0 a0 co 00 00 00 a0 00 .1 d- ,t t_ It d- I- tet- cfl O t� I� O I- 00 c0 r` r` � C0 00 C6 C6 6 00 00 00 00 co 0o co co C0 �t It t I'd- d- t_ co No 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 00 0 N v U 0 CL °-�' 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/11 v STONEFIELD BOULEVARD 4 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 N 6 ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1, JDB 3/9/12 CO0 AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1 0 NO. SHEET REVISION I BY DATE I No. 14+00 14+50 15+00 15+50 SHEET REVISION 16+00 16+50 17+00 17+50 18+00 18+50 19+00 STORM PROFILE STRUCTURES EX37 THROUGH EX22 00 H OF Lie. No. 0422 °n' , a /I 1�ww NSSI0NAL S BY DATE %#0**1��� 19+50 20+00 20+50 21+00 21+50 ENGINEERS SURVEYORS PLANNERS AsSOCIATES WWwAlrwlssoclatCsm " 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+32.24 DESIGNED BY: PR--TAMENDMENT TO SET REV. NO. JDB 6 STONEFIELD BOULEVARD ROAD PLAN DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING TITLE: NUMBER.- DIHR BY: STORM DRAIN PLAN AND PROFILE C— 19 HFW STRUCTURES 45 TO 22 SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.02 802602C-C-19.dwg CIVIL H: AS SHOWN 6116111 1 9 of 27 V: AS SHOWN 3 N I U Cal N O W CT 3 °Z7 N n- 0 U c b ti rn 0 c C) zi 0 0 N 0 (6 N 0 00 0 N -.o v U 0 0- 0 L 0 E -n Q ca 0 00 0 N 2 Stormwater Inlet Computations C \f:iAeFPF1'L` Project: `Stonefield Boulevard By: JDB PLAN,xEtzs �;iRVI ]CYR . A _. WWA Project Number: 208026.02 Date: REV: 12/15/11 s , . .WWA Project Number.: 208026.02 Date: REV: 12/15/11 _ WWA PROJECT NUMBER: 208026.02 COUNTY:ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT SHEET CURB INLETS ON GRADE CURB SAG INLETS ONLY Intensity 6.50 INLET INLETS ON GRADE FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C CA INCRE- MENT ACCUM- ULATED INLET TIME (Tc) MIN RAIN FALL (110) IN/HR (RUNOFF 0 CFS INVERT ELEVATIONS UPPER LOWER END END LENGTH FT SLOPE FT/FT DIA IN CURB SAG INLE1rS VEL (FULL) FPS ONLY REMARKS TOP INLET ELEVATIONS FT 0 INLET No. 1 2) 3 4 5 6 7 in 9 10 11 12 13 14 15 16 17 18 19 20 21) 22 V Q 46.7 0.04 0.90 .-. U V O (n to .^ �_ 51.8 to 1, 6. 9 1 " 3.6 L #+ O 511.21 O V C 46.7 0 r O = a) L 0.04 0 8.7 = LU aCL •"� -a C14A T 0.010 13.7 11.1 2.5 (D ° _ o -° � 0.09 c x o o � 8.7 � � o 496.42 � � �' > �' � 4.3 N �' � U REMARKS a a a ,-, --•, O ,-. Cn 4-N � 3 tm 46.5 '+- 0.80 N 0 � 8.8 1.3 O 494.95 60.6 wM 15 1- 8.6 fh CL U 6.25 Ci o O '� J •«- U v q V- i O r +- c CL J `� N m , L1 m O all 1 2.71 1 0.85 112.3041 14.97 0.00 14.97 o Z 0.85 Z a y ac 3.1 494.75 U 199.6 V REMARKS O 12.0 '"� `. 20.3 2 80 500.67 Q N OC L) N 2.52 + v J 5.5 8.5 a' i 3 0 53.4 24 CL UJ CC 13.3 4.0 W } SQ tC tC 46.3 46.2 OT Z M Z 5.6 8.5 N 487.20 485.52 +'"+ ® z a' i +� X RS Q Cn 494.46 7.26 46.3 tLC _O i 0.80 O U J 8.4 W J o 0 CLU 24 0.010 _ CJ V C'3 4- > (n (3 43.1 0.15 CD r ai Q S2 6.2 to O a? 483.09 a E C U Q ^ 13.9 CL ^ Q F- 6.89 J Z Temporary Structure all 1 7.12 1 0.40 112.848 13.60 0.00 13.60 J Z i R1 U O Q. I- (Used Flow from Poe �` 13.6 0II O 41 U7 W n/a 2 84,' ' - •�= N Z _ 43.5 0.56 0.81 o 0.81 7.0 7.9 6.4 486.55 486.17 25.5 X 15 0.010 10.3 8.4 3.0 W 492.00 cn O .. 43.4 ^ 0.90 O 0.81 7.1 7.9 6.4 485.97 485.00 t7 0.015 15 0.010 -� 8.4 7.6 493.83 7.86 43.5 43.4 43.3 0.55 J 0.44 1.25 7.2 u� 9.8 484.80 484.33 47.3 N J 0.010 '- � 46.9 DI -213 10.0 12+55 0.19 0.80 0.15 4.00 0.61 0.00 0.61 0.068 0.020 1.68 2.00 1.19 0.083 4.15 1.00 0.29 0.15 0.17 7.90 1.27 0.14 1.00 0.61 0.00 0.99 0.29 0.15 0.16 11.070.90 4.39 Grade Inlet 46.8 DI -3B 6.0 11+25 0.04 0.90 0.04 4.00 0.14 0.00 0.14 0.027 0.010 A4.37 1.00 0.23 0.010 1.00 0.50 0.17 0.17 0.09 4.62 1.30 0.04 1.00 0.14 0.00 0.39 0.17 0.17 0.08 7.33 0.82 Grade Inlet 46.6 DI -2B 8.0 11+99 0.09 0.85 0.08 4.00 0.31 0.00 0.31 0.068 0.010 '1.30 2.00 1.54 0.083 8.30 1.00 0.31 0.16 0.17 5.91 1.35 0.11 1.00 0.31 0.00 1.00 0.31 0.16 0.17 8.24 0.97 Grade Inlet 46.5 DI -2B 8.0 12+77 0.11 0.85 0.09 4.00 0.37 0.00 0.37 0.058 0.020 1.44 2.00 1.39 0.083 4.15 1.00 0.29 0.15 0.17 6.15 1.30 0.12 1.00 0.37 0.00 1.00 0.29 0.15 0.17 8.56 0.93 Grade Inlet 46.4 DI -2B 8.0 14+69 0.30 0.80 0.24 4.00 0.96 0.00 0.96 0.020 0.020 ,3.94 2.00 0.51 0.083 4.15 0.95 0.29 0.15 0.16 6.82 1.17 0.20 1.00 0.96 0.00 0.77 0.29 0.15 0.13 10.58 0.76 Grade Inlet 46.3 DI -2B 8A 14+69 0.16 0.80 0.13 4.00 0.51 0.00 0.51 0.020 0.020 1.98 2.00 1.01 0.083 4.15 1.00 0.29 0.15 0.17 5.10 1.57 0.16 1,00 0.51 0.00 0.92 0.29 0.15 0.16 7.41 1.08 Grade Inlet 46.2 DI -2B 6.0 16+40 0.12 0.80 0.10 4.00 0.38 0.00 0.38 0.010 0.020 2.09 2.00 0.96 0.083 4.15 1.00 0.29 0.15 0.17 3.67 1.63 0.17 1.00 0.38 0.00 0.91 0.29 0.15 0.15 5.37 1.12 Grade Inlet 46.1 DI -2B 6.0 18+76 0.15 0.85 0.13 4.00 0.51 0.00 0.51 0.010 0.020 3.00 2.00 0.67 0.083 4.15 0.99 0.29 0.15 0.17 4.16 1.44 0.19 1.00 0.51 0.00 0.85 0.29 0.15 0.14 6.29 0.95 Grade Inlet 43.4 DI -2B 6.0 16+15 0.31 0.65 0.20 4.00 0.81 0.00 0.81 0.010 0.020 4.51 2.00 0.44 0.083 4.15 0.92 0.29 0.15 0.15 5.24 1.15 0.22 1.00 0.81 0.00 0.73 0.29 0.15 0.13 8.23 0.73 Grade Inlet 43.3 DI -2B 4.0 16+66 0.07 0.80 0.06 4.00 0.22 0.00 0.22 0.010 0.020 1.65 2.00 1.21 0.083 4.15 1.00 0.29 0.15 0.17 2.92 1.37 0.14 1.00 0.22 0.00 0.99 0.29 0.15 0.16 4.26 0.94 Grade Inlet 43.2 DI -2113 6.0 17+70 0.18 0.85 0.15 4.00 0.61 0.00 0.61 0.010 0.020 3.60 2.00 0.56 0.083 4.15 0.97 0.29 0.15 0.16 4.54 1.32 0.20 1.00 0.61 0.00 0.80 0.29 0.15 0.14 6.99 0.86 Grade Inlet 43.1 DI -2B 6.0 19+42 0.20 0.80 0.16 4.00 0.64 0.00 0.64 0.010 0.020 3.74 2.00 0.53 0.083 4.15 0.96 0.29 0.15 0.16 4.64 1.29 0.20 1.00 0.64 0.00 0.79 0.29 0.15 0.14 7.18 0.84 Grade Inlet 42 DI -313 10.0 21+14 0.24 0.75 0.18 4.00 0.72 0.00 0.72 0.010 0.020 5.90 1.00 0.17 0.020 1.00 0.37 0.17 0.17 0.08 7.30 1.37 0.12 1.00 0.72 0.00 0.29 0.17 0.17 0.07 11.40 0.88 Grade Inlet 41 DI -3B 8.022+68 0.24 0.60 0.14 4.00 0.5$ 0.00 0.58 0.010 0.020 5.72 1.00 0.17 0.020 1.00 0.40 0.17 0.17 0.09 6.43 1.24 0.11 1.00 0.58 0.00 0.31 0.17 0.17 0.07 10.05 0.80 Grade Inlet 40 DI -313 6.0 23+78 0.08 0.60 0.05 4.00 0.19 0.00 0.19 0.026 0.020 3.17 1.00 0.32 0.020 1.00 0.64 0.17 0.17 0.13 4.31 1.39 0.06 1.00 0.19 0.00 0.51 0.17 0.17 0.11 6.71 0.89 Grade Inlet 39 DI -313 8.0 26+25 0.21 0.61 0.13 4.00 0.51 0.00 0.51 0.012 0.020 5.30 1.00 0.19 0.020 1.00 0.43 0.17 0.17 0.09 6.28 1.27 0.11 1.00 0.51 0.00 0.33 0.17 0.17 0.08 9.81 0.82 Grade Inlet 40.1 DI -3B 8.0 23+78 0.12 0.85 0.10 4.00 0.41 0.00 0.41 0.026 0.020 4.21 1.00 0.24 0.020 1.00 0.52 0.17 0.17 0.11 6.58 1.22 0.08 1.00 0.41 0.00 0.41 0.17 0.17 0.09 10.28 0.78 Grade Inlet 39.1 DI -313 6.0 26+25 0.16 0.78 0.12 4.00 0.50 0.00 0.50 0.012 0.020 5.24 1.00 0.19 0.020 1 1.00 0.43 0.17 0.17 0.09 6.18 0.97 0.10 1.00 0.50 0.00 0.34 0.17 0.17 0.08 9.66 0.62 Grade inlet 0.83 0.91 0.19 391.8 0.014 48 0.010 217.6 17.3 100yr Storm Check To Interim North SWM 472.28 1 10.99 44 Stormwater Inlet Computations � is onefield Boulevard B : JDB�E{�.�Ciy Project. St Y PLAN,xEtzs STORM SEWER DESIGN COMPUTATIONS : ;ivy S WWA Project Number: 208026.02 Date: REV: 12/15/11 WWA PROJECT NUMBER: 208026.02 COUNTY:ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT SHEET 1 OF 1 Intensity 6.50 CURB INLETS ON GRADE FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C CA INCRE- MENT ACCUM- ULATED INLET TIME (Tc) MIN RAIN FALL (110) IN/HR (RUNOFF 0 CFS INVERT ELEVATIONS UPPER LOWER END END LENGTH FT SLOPE FT/FT DIA IN CURB SAG INLE1rS VEL (FULL) FPS ONLY REMARKS TOP INLET ELEVATIONS FT INLET INLET No. 1 2) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21) 22 46.8 46.7 0.04 0.90 0.04 0.04 5.0 8.8 0.3 504.96 502.74 51.8 �/� 1, 0.010 17.4 14.2 3.6 C 511.21 6.25 46.8 46.7 46.6 i.a 0.90 L 0.04 5.1 8.7 = 502.54 501.81 •"� -a C14A T 0.010 13.7 11.1 2.5 508.99 6.45 46.7 46.6 46.5 0.09 0.85 0.08 0.11 5.1 8.7 1.0 501.61 496.42 76.9 0.067 15 0.010 21.9 17.8 4.3 O 4.45 46.6 a a a �, O cn a o 46.9 46.5 'a 0.80 N 0.15 ti 8.8 1.3 O 494.95 60.6 wM 15 0.010 8.6 a. CL 6.25 O q o u 0 a 0N all 1 2.71 1 0.85 112.3041 14.97 0.00 14.97 o J 0.85 a ac 3.1 494.75 199.6 Z REMARKS 0.010 12.0 9.8 20.3 2 80 500.67 Q 46.5 OC L) 46.3 2.52 0.80 2.02 5.5 8.5 U 488.47 487.40 53.4 24 CL 41.7 13.3 4.0 Includes flows from Block D1 494.42 5.95 46.4 46.3 46.2 0.16 0.80 0.13 Z 5.6 8.5 21.3 487.20 485.52 168.0 ® z L +� 9.4 ++ Q Cn 494.46 7.26 46.3 (n.0 46.1 W 0.80 N U J 8.4 21.7 L i 231.0 CLU 24 0.010 33.8 CC 21.5 492.33 o (n 46.1 43.1 0.15 CD r 0.13 2.73 6.2 8.2 > 483.09 481.25 84.1 O 24 0.010 CL 0- 13.9 6.1 O 489.98 6.89 46.1 Temporary Structure all 1 7.12 1 0.40 112.848 13.60 0.00 13.60 J Z i R1 U O Q. I- (Used Flow from Poe �` 13.6 0II O 41 U7 t •� W n/a 2 84,' ' - •�= N Z _ 43.5 0.56 0.81 o 0.81 7.0 7.9 6.4 486.55 486.17 25.5 X 15 0.010 10.3 8.4 3.0 W 492.00 cn O .. 43.4 ^ 0.90 O 0.81 7.1 7.9 6.4 485.97 485.00 t7 0.015 15 0.010 -� 8.4 7.6 493.83 7.86 43.5 43.4 43.3 0.55 (n 0.44 1.25 7.2 u� 9.8 484.80 484.33 47.3 N J 0.010 '- � 7.7 6.1 � 7.78 43.4 43.3 43.2 -� 0.88 46.9 DI -213 10.0 12+55 0.19 0.80 0.15 8.80 1.34 0.00 1.34 0.068 0.020 3.03 2.00 0.66 0.083 4.15 0.99 0.29 0.15 0.16 11.070.90 4.39 0.19 1.00 1.34 0.00 481.25 169.7 0.010 30 0.010 53.5 100yr Storm Check 46.8 DI -3B 6.0 11+25 0.04 0.90 0.04 8.80 0.32 0.00 0.32 0.027 0.010 5.86 1.00 0.17 0.010 1.00 0.39 0.17 0.17 0.08 7.33 0.82 0.06 1.01 0.32 0.00 100yr Storm Check 46.6 DI -213 8.0 11+99 0.09 0.85 0.08 8.80 0.67 0.00 0.67 0.068 0.010 1.74 2.00 1.15 0.083 8.30 1.00 0.31 0.16 0.17 8.24 0.97 0.14 1.00 0.67 0.00 0.010 161.2 16.8 14.3 Future Development Flow 499.08 100yr Storm Check 46.5 1311-213 8.0 12+77 0.11 0.85 0.09 8.80 0.82 0.00 0.82 0.058 0.020 1.93 2.00 1.03 0.083 4.15 1.00 0.29 0.15 0.17 8.56 0.93 0.16 1.00 0.82 0.00 1.57 7.0 7.9 12.5 484.78 484.50 100yr Storm Check 46.4 DI -2B 8.0 14+69 0.30 0.80 0.24 8.80 2.11 0.00 2.11 0.020 0.020 6.69 2.00 0.30 0.083 4.15 0.77 0.29 0.15 0.13 10.58 0.76 0.26 1.00 2.11 0.00 22 43 100yr Storm Check 46.3 DI -213 8.0 14+69 0.16 0.80 0.13 8.80 1.13 0.00 1.13 0.020 0.020 4.47 2.00 0.45 0.083 4.15 0.92 0.29 0.15 0.16 7.41 1.08 0.22 1.00 1.13 0.00 100yr Storm Check 46.2 DI -213 6.0 16+40 0.12 0.80 0.10 8.80 0.84 0.00 0.84 0.010 0.020 4.67 2.00 0.43 0.083 4.15 0.91 0.29 0.15 0.15 5.37 1.12 0.22 0.99 0.84 0.00 100yr Storm Check 46.1 DI -213 6.0 18+76 0.15 0.85 0.13 8.80 1.12 0.00 1.12 0.010 0.020 5.66 2.00 0.35 0.083 4.15 0.85 0.29 0.15 0.14 6.29 0.95 0.24 1.00 1.12 0.00 15 0.010 1 6.0 4.9 12.9 1 100yr Storm Check 43.4 DI -2B 6.0 16+15 0.31 0.65 0.20 8.80 1.77 0.00 1.77 0.010 0.020 7.35 2.00 0.27 0.083 4.15 0.73 0.29 0.15 0.13 8.23 0.73 0.27 0.98 1.73 0.04 0.18 20.17 12.1 6.5 131.7 477.98 100yr Storm Check 43.3 DI -2B 4.0 16+66 0.07 0.80 0.06 8.80 0.49 0.04 0.54 0.010 0.020 3.16 2.00 0.63 0.083 4.15 0.99 0.29 0.15 0.16 4.26 0.94 0.19 1.00 0.54 0.00 5.8 486.96 12.18 41 100yr Storm Check 43.2 DI -2B 6.0 17+70 0.18 0.85 0.15 8.80 1.35 0.00 1.35 0.010 0.020 6.31 2.00 0.32 0.083 4.15 0.80 0.29 0.15 0.14 6.99 0.86 0.25 1.00 1.35 0.00 1.0 476.09 475.82 26.6 0.010 15 100yr Storm Check 43.1 DI -2B 6.0 19+42 0.20 0.80 0.16 8.80 1.41 0.00 1.41 0.010 0.020 6.47 2.00 0.31 0.083 4.15 0.79 0.29 0.15 0.14 7.18 0.84 0.26 1.00 1.41 0.00 40 39 0.12 0.85 0.10 100yr Storm Check 42 DI -3B 10.0 21+14 0.24 0.75 0.18 8.80 1.58 0.00 1.58 0.010 0.020 8.36 1.00 0.12 0.020 1.00 0.29 0.17 0.17 0.07 11.40 0.88 0.17 0.98 1.55 0.04 100yr Storm Check 41 DI -3B 8.0 22+68 0.24 0.60 0.14 8.80 1.27 0.00 1.27 0.010 0.020 7.69 1.00 0.13 0.020 1.00 0.31 0.17 0.17 0.07 10.05 0.80 0.15 0.94 1.19 0.07 0.4 2.85 2.96 25.0 4.8 14.2 100yr Storm Check 40 DI -3B 6.0 23+78 0.08 0.60 0.05 8.80 0.42 0.00 0.42 0.026 0.020 4.26 1.00 0.23 0.020 1.00 0.51 0.17 0.17 0.11 6.71 0.89 0.09 0.98 0.42 0.01 100yr Storm Check 39 DI -3113 8.0 26+25 0.21 0.61 0.13 8.80 1.13 0.00 1.13 0.012 0.020 7.11 1.00 0.14 0.020 1.00 0.33 0.17 0.17 0.08 9.81 0.82 0.14 0.95 1.07 0.05 6.4 173.6 469.14 465.63 260.1 1 0.013 100yr Storm Check 40.1 DI -3B 8.0 23+78 0.12 0.85 0.10 8.80 0.90 0.00 0.90 0.026 0.020 5.65 1.00 0.18 0.020 1.00 0.41 0.17 0.17 0.09 10.28 0.78 0.11 0.93 0.84 0.06 13.016 38 37 44 0.00 0.85 100yr Storm Check 39.1 DI -3B 6.0 26+25 0.16 0.78 0.12 8.80 1.10 0.00 1.10 0.012 0.020 7.04 1.00 0.14 0.020 1.00 0.34 0.17 0.17 0.08 9.66 0.62 0.14 0.83 0.91 0.19 391.8 0.014 48 0.010 217.6 17.3 100yr Storm Check To Interim North SWM 472.28 1 10.99 44 -T NOTE: THE GRATES FOR THE DI -213 CURB INLETS WERE USED WHEN CALCULATING THE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT. NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIZE THE PIPES IN THE STORM SEWER COMPUTATIONS INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) STORM SEWER DESIGN COMPUTATIONS 9/14/'11 WWA PROJECT NUMBER: 208026.02 COUNTY:ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT SHEET 1 OF 1 Intensity 6.50 (Intensity is 4 in/hr fior spread, and 6.5 in/hr for capacity and depth) STONEFIELD BOULEVARD FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C CA INCRE- MENT ACCUM- ULATED INLET TIME (Tc) MIN RAIN FALL (110) IN/HR (RUNOFF 0 CFS INVERT ELEVATIONS UPPER LOWER END END LENGTH FT SLOPE FT/FT DIA IN MANNING's n CAPA- CITY (FULL) CFS VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS FT INLET DEPTH (H) FT INLET No. 1 2) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21) 22 46.8 46.7 0.04 0.90 0.04 0.04 5.0 8.8 0.3 504.96 502.74 51.8 0.043 15 0.010 17.4 14.2 3.6 SHEET REVISION 511.21 6.25 46.8 46.7 46.6 0.00 0.90 0.00 0.04 5.1 8.7 0.3 502.54 501.81 27.7 0.026 15 0.010 13.7 11.1 2.5 508.99 6.45 46.7 46.6 46.5 0.09 0.85 0.08 0.11 5.1 8.7 1.0 501.61 496.42 76.9 0.067 15 0.010 21.9 17.8 4.3 506.06 4.45 46.6 a a a �, O cn a o 46.9 46.5 0.19 0.80 0.15 0.15 5.0 8.8 1.3 495.58 494.95 60.6 0.010 15 0.010 8.6 7.0 8.7 501.83 6.25 46.9 all 1 2.71 1 0.85 112.3041 14.97 0.00 14.97 46.5 46.4 0.11 0.85 0.09 0.36 5.2 8.7 3.1 494.75 490.67 199.6 0.0204 15 0.010 12.0 9.8 20.3 2 80 500.67 5.92 46.5 46.4 46.3 2.52 0.80 2.02 2.37 5.5 8.5 20.2 488.47 487.40 53.4 1 0.0200 24 0.010 41.7 13.3 4.0 Includes flows from Block D1 494.42 5.95 46.4 46.3 46.2 0.16 0.80 0.13 2.50 5.6 8.5 21.3 487.20 485.52 168.0 0.0100 24 1 0.010 29.5 9.4 1 17.9 all 494.46 7.26 46.3 46.2 46.1 0.12 0.80 0.10 2.60 5.9 8.4 21.7 485.32 482.29 231.0 0.0131 24 0.010 33.8 10.8 21.5 492.33 7.01 46.2 46.1 43.1 0.15 0.85 0.13 2.73 6.2 8.2 22.4 483.09 481.25 84.1 0.0219 24 0.010 43.6 13.9 6.1 489.98 6.89 46.1 Temporary Structure all 1 7.12 1 0.40 112.848 13.60 0.00 13.60 (Used Flow from Poe ST 38.3 DI -7 n/a 13.6 0.$Q ', n/a 2 84,' ' Calcs) 43.6 43.5 0.56 0.81 0.45 0.81 7.0 7.9 6.4 486.55 486.17 25.5 0.015 15 0.010 10.3 8.4 3.0 Includes flows Bond St. 492.00 5.45 43.6 43.5 43.4 0.00 0.90 0.00 1 0.81 7.1 7.9 6.4 485.97 485.00 64.4 0.015 15 0.010 10.3 8.4 7.6 493.83 7.86 43.5 43.4 43.3 0.55 0.80 0.44 1.25 7.2 7.9 9.8 484.80 484.33 47.3 0.010 18 0.010 13.7 7.7 6.1 492.58 7.78 43.4 43.3 43.2 0.29 0.88 0.26 1.51 7.3 7.8 11.8 484.13 483.15 97.8 0.010 21 0.010 20.7 8.6 11.4 492.06 7.93 43.3 43.2 43.1 0.18 0.85 0.15 4.39 7.5 7.8 34.0 482.95 481.25 169.7 0.010 30 0.010 53.5 10.9 15.6 491.03 8.08 43.2 43.1 43 0.20 0.80 0.16 4.55 7.7 7.7 34.9 481.05 480.35 69.7 0.010 30 0.010 53.6 10.9 6.4 489.31 8.26 43.1 23 22 -- -- -- 9.21 11.74 6.6 60.8 483.83 480.20 240.15 0.0151 42 0.010 161.2 16.8 14.3 Future Development Flow 499.08 15.25 1 23 22.1 22 1.85 0.85 1.57 1.57 7.0 7.9 12.5 484.78 484.50 28.4 0.010 18 0.010 13.6 7.7 3.7 490.03 5.25 22.1 22 43 2.28 0.85 1.94 12.72 11.98 6.5 83.3 480.45 479.63 20.58 0.0398 48 0.010 373.7 29.7 0.7 From Block E1 489.72 9.27 22 43 42 0.00 0.85 0.00 17.27 12.0 6.5 113.0 479.43 478.18 92.6 0.013 48 0.010 217.5 17.3 5.4 489.34 9.91 43 42.1 42 -- -- 7.2 478.50 478.18 63.0 0.005 15 0.010 1 6.0 4.9 12.9 1 484.00 5.50 42.1 42 41 0.24 0.74 0.18 20.17 12.1 6.5 131.7 477.98 475.98 148.4 0.013 48 0.010 217.4 17.3 8.6 488.35 10.317 1 42 41 40 7.65 0.85 6.50 26.67 12.2 6.5 173.3 474.78 473.42 100.7 0.014 48 0.010 217.6 17.3 5.8 486.96 12.18 41 40.1 40 0.14 0.80 0.11 0.11 5.0 8.8 1.0 476.09 475.82 26.6 0.010 15 0.010 8.5 6.9 3.9 483.79 7.70 40.1 40 39 0.12 0.85 0.10 26.89 12.3 6.5 174.2 473.22 469.98 240.0 0.013 48 0.010 217.5 17.3 13.9 483.10 9.88 40 38.2 38.3 0.13 0.85 0.11 0.11 5.0 8.8 1.0 472.62 472.17 30.1 0.015 15 0.010 10.3 8.4 3.6 1 478.72 6.10 38.2 38.3 39 7.12 0.4 2.85 2.96 25.0 4.8 14.2 471.97 471.50 1 25.3 0.019 18 0.010 18.7 10.6 2.4 Developed flows from this area accounted for at ST41 479.66 7.69 38.3 39 39.1 0.21 0.61 0.13 1 27.01 1 12.6 6.4 173.7 469.78 469.34 32.0 1 0.014 48 0.010 219.6 1 17.5 1.8 479.74 9.96 39 39.1 38 0.16 0.85 0.14 27.01 12.6 6.4 173.6 469.14 465.63 260.1 1 0.013 48 0.010 217.5 17.3 15.0 479.55 10.41 39.1 38 37 0.00 0.85 0.00 27.01 12.8 6.4 172.2 465.43 463.89 113.8 1 0.014 48 0.010 217.8 17.3 6.6 478.49 13.016 38 37 44 0.00 0.85 0.00 27.01 12.8 6.4 172.2 463.69 461.49 162.6 0.014 48 0.010 217.8 17.3 9.4 475.02 11.333 37 44 45 0.00 0.85 1 0.00 27.01 12.9 6.4 171.6 461.29 456.00 391.8 0.014 48 0.010 217.6 17.3 22.6 To Interim North SWM 472.28 1 10.99 44 NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIZE THE PIPES IN THE STORM SEWER COMPUTATIONS INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) JDB 9/14/'11 TH OF o� N-112 ' � 0 Lie. No. 0422 „d � O y )r'� � •r� �7 f is >�[ pC •�+ 1 �sl ONAL del ��1�� ENGINEERS SURVEYORS PLANNERS AsSOCTATES PO Box 4119 3040 Avcmore Square Pl. Lynchburg, VA 24502 Chulo[te,ville,VA22911 Phone: 434.316.6080 Phone: 434.9842700 ,.zvaSSQe. fes.=�, DFSIGNFD BY: ��e Intensity 6.50 (Intensity is 4 in/hr fior spread, and 6.5 in/hr for capacity and depth) STONEFIELD BOULEVARD Mannings Coefficient, n is 0.013; PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22,./11 DRAWN BY: KTM DRAWING NUMBER: C-20 6 REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS JDB Inlet Hydrology Curb and Gutter TITLE. STORM DRAIN COMPUTATIONS Inlet DIHR BY: HFW SHEET NUMBER: 2 0 O f 2 7 v a WINA NUMBER: 208026.02 o o DISCIPLINE: CIVIL = DATE: / NO. SHEET REVISION W.' DATA NO. SHEET REVISION BY o Q. o O _ O O Q O j '. ?� m L o o o p) o -p l 2` vi ' a a a �, O cn a o o ns E IL > J _ Q 9 Q , U U _ C3 CJ C� U x X Cn � U)� U)±. F O u J N all 1 2.71 1 0.85 112.3041 14.97 0.00 14.97 ST 43.6 DI -7 n/a 15.0 O,t30 = n/a 2 80 Temporary Structure all 1 1.85 1 0.85 111.5731 10.22 ST 22.1 DI -7 n/a 10.2 0,70 n/a'. 232' Temporary Structure - - - Temporary Structure all 1 7.12 1 0.40 112.848 13.60 0.00 13.60 (Used Flow from Poe ST 38.3 DI -7 n/a 13.6 0.$Q ', n/a 2 84,' ' Calcs) 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/'11 TH OF o� N-112 ' � 0 Lie. No. 0422 „d � O y )r'� � •r� �7 f is >�[ pC •�+ 1 �sl ONAL del ��1�� ENGINEERS SURVEYORS PLANNERS AsSOCTATES PO Box 4119 3040 Avcmore Square Pl. Lynchburg, VA 24502 Chulo[te,ville,VA22911 Phone: 434.316.6080 Phone: 434.9842700 ,.zvaSSQe. fes.=�, DFSIGNFD BY: ��e PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 STONEFIELD BOULEVARD 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22,./11 DRAWN BY: KTM DRAWING NUMBER: C-20 6 REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS JDB 3/9/12 TITLE. STORM DRAIN COMPUTATIONS DIHR BY: HFW SHEET NUMBER: 2 0 O f 2 7 WINA NUMBER: 208026.02 ELLE NAME: 802602C-20.dwg DISCIPLINE: CIVIL SCAT E: H: AS SHOWN V: N/A6/16/11 DATE: / NO. SHEET REVISION BY DATA NO. SHEET REVISION BY DATE L) E, li,, LJ Pv! l F plp�, T - ----- T, E J j Ll 4- -7 j _-T zj L I-7 ------ -- T� IfEC -THIS S A RiEDUCT L IF' -,DRAWIN&,J ION ---- - -- RA H IC_- CALE--M'U �j, IF_ 0, 4 L SCALE.- -1--' IF F- E USED LT L '4 P G P L -j i I I c, P1 T -4 ------- L r TE L 4, PG 1 7p F t)R HAM D El 01 4 -,G -p Ty L L f 'T '7T 4 L Ij _FOF.1,11� R -- ---- - --- T -7 __ T) T - LIC - L "T H F I P T L F j iiIF-, I ITIT , -3 El C j 71, t, L jF D' ` iji I T L Ll 704 PG - -n T) T N/F DERMILL f �T DRAIW 43 R706F -:Z77 T To ID DRAINAGE AREA TO ST 38.3 DA 7.12A C DRAINAGE RAI Tc 25 MIN. DII IDE, TYP. FRO ND Ofr�rm D GE M BO 1 4 _j DA 0-22AC I INTERIM C - 0.90 0.40 - OFFSITE DRAIMAGE FROM -411 1TO 43.4 BLOCK D-I>/TO 46.4 OF DRAIN DEVELOPMENT 0C - 4 5 c DA 2 1_6k C 0.80 0.24AC DA 0.55Aq RO -4 FUTURE TO -43. TO ST 22.1 TiJ P C DA -FLED PA DFI LONE E, �E_D' 1) L�7) 5 MIN. 5 MI C 0.90 Tc Tc DA 1.&AC C 0.85 F E-4 El E w r _j 43.1 fST 40C - 4 DA 0..20AC A \1 D L I' A M I I L �1 C D B 6 0 si Ar, OL==:;, - 4 -s ST 40 DA O.08AC STONEFIELD BLVD. ST C 0.6 43.j 41 - ST 39 = 0.240 DA DA DA 0.21A(C 0.60 C qj61 C U. ST ST 46.1 __DA .... ...... . D�_ 46.8 41 D� t6 80 cl 0 0 C, _T gir)FII TFR E, 91 DA 0. 1 2AC r DA 0. 1 6AC 1 1 RE 4 -T �p E' z L' I'P 47' T- 7- --i P�tp-E --&--JNLET MAP T j //F "I R F DRAINAGE AREA IC lT Ti I PK I F------ L r aJ (-), - - 1, - \ , \ I -, E ------------- F1 P F, I F D. B. F) I 17. 1 P B 6, (F LA F' E L, H Iy] D FLOCK -M f 1-\ RICT AVE. �11SOTFIILTER A 2.1 6AC > F h. -55r. IMPEIRVIM I tL E - CN I'4' 00 LI .7 7� OMITS 0 F BMP 7= ANALYSIS AREA, TYP. ftk IONEFIELD BLVD��-%q T7 9S7R1 �VE. L 10FILTER DA A 1 .1 6AC IF THIS DRAWING IS A REDUCTION 0.78 7 -09FIL-TER DA, GRAPHIC SCALE MUST BE USED I.MPEIR D A EMAIN-L., KAININQ SCALE: 1 60' STORMFILIEN 1.75AC 0.75 % BIOFILTER 60' 0 60' E Ep 4 L TE 119 11/� I r r., IT ...... CN DO p c iFl 1 1 FT R' I \II N tIfR p ILj F E E,� p SIS -AREA MAP il E -1 Lj T E\1 ANALY i 0 T il'F) T'l --F- LLI Fi IT CL I _TE`i�,_ Al (D E c1q 0 CN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 lim, TH op "7 Lie. No. 6422_OV I/ 0 s /I // p 0""-10NAL 0#,0# NGfNEERS SURVEYORS PLANNERS AsS0(__1/1ATES PO Box 4119 3040 Avemore Square P1. Lynchbug, VA 24502 Chalca,lijile, VA 22911 Phone: 434,316.6080 Phone: 434.984-2700 wl41viIAV"V'1)lsso"ites.11et L DES,ICNED BY: JD8 PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SLT REV. NO. 6 5 REVISED BMP ANALYSIS AREA MAP TO SHOW DRAINAGE AREA JDB 1/27/12 FROM BLOCK D1 DRAWN BY: KTM DRAWING NUMBER.- C-2 I TITLE: DRAINAGE AREA MAP Dill BY: HFW SHEET NUMBER: 21 of 27 WWA NUMBER.- 208026.02 FILE NAME: 802602C-C-2l.dwg DI CIPLINE: CIVIL SCALE: H: 1 60' V: NIA DATE: 6116111 NO. SHLET REOSION BY DA TE NO. SHEET REVISION BY DA 7_11- v, v N I U UI N 0 c0 N 0 00 v, 3 v i v a U a c a ai o, 0 c .6 0 0 0 0 co N 0 00 0 N i v U 0 a. v t 0 Q) Q 0 0 ro N F STORMWATER NARRATIVE STORMWATER MANAGEMENT FOR STONEFIELD BOULEVARD (DISTRICT AVENEUE) WILL BE PROVIDED BY THE INTERIM NORTH SWM FACILITY UNTIL THE PERMANENT NORTH SWM FACILITY IS CONSTRUCTED. DETAILS FOR THESE FACILITIES ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023. A BIOFILTER SHALL BE CONSTRUCTED ADJACENT TO STONEFIELD BOULEVARD (DISTRICT AVENUE) AS PART OF THESE PLANS TO PROVIDE ADDITIONAL WATER QUALITY FOR STONEFIELD BOULEVARD AND BLOCK D1 THAT IS NOT ACCOMMODATED FOR BY THE STORMFILTER AND VORTECHS SHOWN AS PART OF THE PERMANENT NORTH SWM FACILITY ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023 AND THE NORTH BIOFILTER SHOWN ON THE AMENDMENT TO 1THE STONEFIELD TOWNCENTER FINAL SITE PLANS. POLLUTANT REMOVAL CALCULATIONS FOR S70NEFIELD BOULEVARD ARE PROVIDED BELOW. THE BIOFILTER DESIGNED WITH THESE PLANS HAS BEEN OUTFITTED WITH A 15" LOW FLOW DIVERSION PIPE WITH A 12" ORIFICE PLATE. FLOWS GREATER THAN THE WATER QUALITY( VOLUME FIRST FLUSH WILL BE DIVERTED TO A 24" HIGH FLOW BYPASS LINE. POLLUTANT REMOVAL CALCULATIONS TOTAL DRAINAGE AREA = 2.87ac. POLLUTANT LOAD FROM BMP COMPUTATIONS = 13.05lbs REQUIRED POLLUTANT REMOVAL FROM BMP COMPUTATIONS = 9.00Ibs. DRAINAGE AREA TREATED BY DISTRICT AVE. BIOFILTER = 1.12ac. (1.12/2.87)x1 QO = 39% OF TOTAL DRAINAGE AREA TREATED IN BIOFILTER BIOFILTER POLLUTANT REMOVAL RATE = 65% POLLUTANT LOAD REMOVED BY BIOFILTER = (0.39)(13.05) x 0.65 = 3.31lbs POLLUTANT LOAD REMAINING = 13.05 - 3.31 = 9.74lbs STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT LOAD REMOVED BY STORMFILTER & VORTECHS = 9.74 x 0.60 = 5.84lbs POLLUTANT LOAD REMOVED = 3.31 + 5.84 = 9.15lbs 9.15lbs > 9.00Ibs (POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR DISTRICT AVENUE) BIOFILTER SIZING CALCULATIONS - DISTRICT AVENUE BIOFILTER MINIMUM SURFACE AREA REQUIRED FOR 65% REMOVAL = 110,931 SF x 0.04 = 4,437 SF BIOFILTER SURFACE AREA PROVIDED = 4,464 SF NOTE: DISTRICT AVENUE BIOFILTER HAS BEEN SIZED TO ACCOMODATE IMPERVIOUS AREA FROM BLOCK D1 PARKING. REFER TO STONEFIELD BUILDING C1 -IV FINAL SITE PLAN AMENDMENT FOR DETAILS. MIN. FOREBAY AREA REQUIRED = 4,464 X 0.10 = 446 FT2. FORE13AY AREA PROVIDED 466 FT'. BIOFILTER CONSTRUCTION SPECIFICATIONS BIOFILTERS SHOULD BE CONSTRUCTED AFTER ALL SITEWORK IS COMPLETE AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. BIORETENTION FILTERS MUST BE PROTECTED FROW ALL SEDIMENT LOADS TO PREVENT MALFUNCTION. ALL BIOFILTRATION AREAS WILL REMAIN "OFF-LINE" FROM STORMWATER INFLOW UNTIL THEIR RESPECTIVE DRAINAGE AREAS ARE FREE FROM LOOSE: SEDIMENTS WHICH COULD WASH INTO THE FACILITY. IN ADDITION, ALL CONSTRUCTION ACTIVITIES IN THESE AREAS MUST BE MINIMIZED TO REDUCE COMPACTION OF IN-SITU SOILS, WHICH SHALL BE CORDONED OFF TO PREVENT ACCIDENTAL COMPACTION BY EQUIPMENT DURING THE REMAINDER OF THE CONSTRUCTION PHASE IN THAT AREA. BIOFILTER SEQUENCE OF CONSTRUCTION SOURCE: VIRGINIA STORMWATER MANAGEMENT HANDBOOK 1. REMOVE ALL ACCUMULATED SEDIMENT AND EXCAVATE BIOFILTER AREA TO PROPOSED DEPTH. USE RELATIVELY LIGHT, TRACKED EQUIPMENT TO AVOID COMPACTION OF THE BASIN FLOOR. AFTER FI NAL GRADING IS COMPLETED, DEEPLY TILL THE BASIN FLOOR WITH ROTARY TILLERS OR IDISC HARROWS TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE TEXTURE. 2. INSTALL FILTER FABRIC AT THE BIOFILTER FLOOR OVERLAPPING A MINIMUM OF 12 INCHES. INSTALL A 6 INCH LIFT OF UNDERDRAIN GRAVEL (AASHTO M43) AND LIGHTLY COMPACT WITH LANDSCAPING ROLLER. INSTALL UNDERDRAIN PIPING, CLEANOUTS AND APPORTENANCES IN ACCORDANCE WITH THE PIPE MANUFACTURER SPECIFICATIONS. INSTALL A 2 FOOT LIFT ON TOP OF UNDERDRAIN SYSTEM AND LIGHTLY COMPACT WITH LANDSCAPING ROLLER. WRAP FILTER FABRIC AROUND ALL UINDERDRAIN GRAVEL. 3. FILL BIOFILTER AREA WITH LUCK STONE BIOFILTER MIX AS SHOWN IN THE PLANS AItND DETAILED IN THE SPECIFICATIONS 4. INSTALL VEGETATION AND GROUND COVER SPECIFIED IN THE PLANTING PLAN FOR BIIORETENTION AREA. INSTALL MULCH LAYER IF CALLED FOR IN THE DESIGN. 5. HAND PLACE LANDSCAPING STONE AT THE BIOFILTER INLETS AND WEIRS AS SPECIFIED ON THE PLANS AND DETAILS. 6. UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT CONTRtOLS AND STABILIZE ALL DISTURBED AREAS. BIOFILTER UNDERDRAIN SPECIFICATIONS UNDERDRAIN MATERIAL TYPES UNDERDRAIN SYSTEMS SHALL BE COMPOSED OF 6 -INCH PVC PIPE (SCHEDULE 40) OR APPROVED EQ UAL. UNDERDRAIN CONNECTIONS PIPE SECTIONS SHALL BE COUPLED USING SUITABLE CONNECTION SOCKET -WELDED JOINTS. FIELD CONNECTIONS TO STORMDRAIN STRUCTURES AND PIPES SHALL BE SEALED WITH POLYMER GROUT MATERIAL THAT IS CAPABLE OF ADHERING TO SURFACES. UNDERDRAIN PIPE SHALL BE CAPPED (AT STRUCTURE) UNTIL COMPLETION OF SITE. UNDERDRAINS CONNECTED DIRECTLY TO A STORM DRAINAGE STRUCTURE SHALL BE NON -PERFORATED FOR A DISTANCE OF AT LEAST 5 FEET FROM THE STRUCTURE INTERFACE TO AVOID POSSIBLE PIPING PROBLEMS. UNDERDRAIN PERFORATIONS UNDERDRAIN PERFORATIONS SHALL BE Y4" PERFORATIONS, 6" CENTER TO CENTER, ALONG TWO OR THREE EQUALLY SPACED LONGITUDINAL ROWS. PERFORATIONS SHALL BE PLACED CLOSEST TO THE INVERT OF THE PIPE TO ACHIEVE MAXIMUM POTENTIAL FOR DRAINING THE FACILITY. NO PERFORATIONS ARE TO BE WITHIN 5 FEET OF WHERE THE UNDERDRAIN SYSTEM CONNECTS TO A STORMDRAIN STRUCTURE. UNDERDRAIN INSPECTION THE CONTRACTOR SHALL CONTACT THE COUNTY WATER RESOURCES INSPECTOR 24 -HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDIERDRAIN INSTALLATION AND SOIL MIX. REVISED BIO -FILTER, ADDED EC -1 RIP -RAP 4 (PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 5 ADDED RETAINING WALL DETAILS AND UNDERDRAIN CONNECTION DETAIL; REVISED BIOFILTER SIZING CALCULATIONS 6 ADDED RETAINING WALL DETAILS; REVISED BIOFILTER SIZING CALCULATIONS NO. SHEET REVISION JDB 9/14/111 JDB 12/22 /1 1 JDB 1/27/112 a 0ffff® BY I DATE I NO. TW = 484.0 BW = 481.0 TW = 486.0 BW = 481.0 18" L I G F 25' BUFFER C-22 C- GR -2 WITH GR 11 `�, TW 483.0 TERMINAL END = BW 481.0 TREATMENT No. 4 END OF WALL No. 40 FG = 482.0 No. 200 STORMWATER TW = 483.0 MAINTENANCE BW = 481.0 EASEMENT SCALE: CALE H: AS SHOWN V: AS SHOWN END OF WACC 446 CO MH -1 WITH EC-1DI-7 TOP RIP -RAPS` x TOP = 482.00 � Co IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 4 7.1 CO BIOFILTER CO -l"% BIOFILTER SURFACE ELEV = 481.00 / RIP -RAP FOREBAY RETAINING WALL WITH- ' REFER TO_- -LANDSCAPE PLAN TW 487'0 WEIR WALL. REFER HANDRAIL. REFER TO I BW = 484.Q TO DETAIL ON THIS DETAILS_ON -T-HIS 6" PERFORATED ON DWG NO. C --23 _-FOR_ SHEET -SHEET. PVC UNDERDRAIN BIOLFILTER PLANTING DETAILS-- TW = 487.0 BW = 481.0 TW = 487.0 SCREENING WALL, REFER TO STONEFIELD TOWNCENTER BW = 481.0 FINAL SITE PLAN AMENDMENT FOR DETAILS. BIO -FILTER PLAN j SEGMENTAL RETAINING WALL NOTES 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" GUARDRAIL, SEE DETTAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA REQUIREMENTS. 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL DESIIGN, 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS IFOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNIER. 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON -REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING `�, TW 483.0 --___----- = BW 481.0 75-100 No. 4 END OF WALL No. 40 FG = 482.0 No. 200 STORMWATER CO _ MAINTENANCE WWA NUMBER: 208026.02 - EASEMENT SCALE: CALE H: AS SHOWN V: AS SHOWN END OF WACC FG = 486.0 ' REFER TO_- -LANDSCAPE PLAN TW 487'0 WEIR WALL. REFER HANDRAIL. REFER TO I BW = 484.Q TO DETAIL ON THIS DETAILS_ON -T-HIS 6" PERFORATED ON DWG NO. C --23 _-FOR_ SHEET -SHEET. PVC UNDERDRAIN BIOLFILTER PLANTING DETAILS-- TW = 487.0 BW = 481.0 TW = 487.0 SCREENING WALL, REFER TO STONEFIELD TOWNCENTER BW = 481.0 FINAL SITE PLAN AMENDMENT FOR DETAILS. BIO -FILTER PLAN j SEGMENTAL RETAINING WALL NOTES 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" GUARDRAIL, SEE DETTAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA REQUIREMENTS. 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL DESIIGN, 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS IFOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNIER. 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON -REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING 1 INCH 100 3/4 INCH 75-100 No. 4 0-60 No. 40 0-50 No. 200 0-5 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING 4 INCH 100 No. 4 20-100 No. 20 0-60 No. 200 0-30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 14. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS. 15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. O l� Lie. No. 0422 a 0�, s/o /Ia sSIONAL �" SHEET REVISION I BY I DATE WATERTIGHT CAP ON TERMINAL END OF PIPE 6" SCREW CAP ON GRADE 476.5 RETAINING WALL WITH TW=487.0 HANDRAIL. REFER TO THIS SHEET FOR DETAILS. FOREBAY WEIR BIOFILTER SURFACE=481.0 / 2.5' MIX 1.0' GRAVEL UNDERDRAIN ---J PROVIDE 6 -INCH PIPES ACROSS ENTIRE WIDTH AT 15' O.C. (SEE PLAN VIEW FOR PLACEMENT) DISTRICT AVE. BIOFILTER-SECTION rG SCALE: NTS C-22 C-22 1.00' 1.00' 1 I ry CLASS Al RIP -RAP 6" PVC wnmPFRPnRATFn WEIR WALL DETAIL NTS UNDERDRAIN DETAIL - 6" P.V.C. CLEANOUT AND UNDERDRAIN CONNECTION DETAIL NTS 6" PVC PERFORATED PIPE -PLANTED AREA - FILTER FABRIC - REBAR (TYP.) - SELECT MATERIAL TO BE APPROVED BY GEOTECHNICAL ENGINEEI GEOGRID (AS NECESSARY) PER WALL HEIGHT 1\ 45'" STATE APPROVED BIOFILTER MIX UNDERDRAIN GRAVEL (AASHTO M43, YF -1") WRAPPED IN FILTER FABRIC NOTE: RETAINING WALL TO BE WATERTIGHT FROM BASE OF FOOTING TO ELEV. 483.00 BIOFILTEIR SURFACE nn innr�r nn[ i no �\ PERFORATED SUBDRAIN (DAYLIGHT TO NEAREST STORM DRAIN) PERFORATED SUBDRAIN (DAYLIGHT TO NEAREST STORM DRAIN) COMPACTED GRANULAR BASE OR OPTIONAL COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD CONCRETE LEVELING PAD MAX. WALL BATTER = %" PER 8" HIGH BLOCK NOTE: * MINIMUM 3'-0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH RETAINING WALL TO BE WATERTIGHT FROM INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND BASE OF FOOTING TO ELEV. 483.00 WALL OR POOR FOUNDATION SOILS. SEGMENTAL RETAINING WALL TYPICAL DETAIL NOT TO SCALE SAW CUT UNITS TO FIT WITHIN 1/2" OF PIPE STORM DRAIN PIPE 1\11 l\ml JR JVV PROTECTION AS REQUIRED ENGDgEERS SURVF-YORS DEs GNEJDe. PROJECT: AMENDMENT TOW� STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV, No. DRAWN BY: KTM DRAWING NUAl, 8FIR: TITLE: BIOFILTER DETAILS AND CALCULATIONS PLANNERS ASSOCIATES C-22 DIHR BY HFIN SHEET NUMBER: 27 22 of POBox 4119 3040AvemoreSquare Pl. Lynchburg, VA 24502 Charloflesvdle„VA22911 Phone: 434.316.6080 Phone: 434'984.2700 'A.4,� .E1w�SSCIC. €e .sie WWA NUMBER: 208026.02 FILE NAME: 8026020-C-22.dwg Cl�, DISPLI CIVIL SCALE: CALE H: AS SHOWN V: AS SHOWN DATE: 6116111 3 v �i N I O I N O c0 0 N 3 O C1. v U C ro v v� v C •v L -G v O N O N O 00 O N O U y O v ani .9 Q 0 � 00 O CN .�2 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area Preparer: JDB-11" Date: 31 -May 11 11 Project Drainage Area Designation Stonefield Blvd L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(I) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage arrea, A = 2.87" C pollutant concentration, mg/I or ppm targetl phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over iimperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100/L(post) Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area Preparer: JDB D ate: 31-Mav-11 Project Drainage Area Designation DA to District Ave Biofilter L storm pollutant export in pouncds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 01.05 + 0.009(1) Pj small storm correction factor, 0.9 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject: drainage area, A = 1.12 Collutant concentration, m /I orr p g ppm target phosphorus f factor applied to RR V required treatment volume in cW, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100/L(p)ost) Impervious Cover Computation (valuers in feet & square feet) Item re -development Area ... v Paved Length Width subtotal post -development Lenoth Driveways Length Width no. subtotal and walks �- Area Width subtota Roadways 38,768' 38,768 Width no. subtotal Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area Preparer JDB Date: 31-Mav-11 Project Drainage Area Designation Remainder Draining to North Biofilter L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correctiion factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, -A x.1.75 C pollutant concentration, mg/l or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , IL(post) - f x L(pre) %RR removal efficiency , RR100/L(post) Impervious Cover Computaition (values in feet & square feet) Item pre -development Area post development Paved Length Width subtotal Length and walks Length Width no. subtotal Area Width subtotal Roadways;; 57,293 57,293 Width no.sub total-� REVISED BIOFILTER ROUTINGS PER NEW GRADING JDB 9/14/111TH Sidewalks 0 I(pre) I(post) Rv(post) ; V Sidewalks. 'Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 Parking Lots Area 1 0.74 148.1 Area 4 :Area 1 Area 2 Area 3 Area 4 New Development 0' (For Development Areas, existing impervious cover <= 20%) C f I (pre) * [ Rv(pre) L(pre) L(post) RR % RR Area Type 0:70 ` 1.00 20% 0.23 4.05 13.05 l 9.00 69%' Development Area x0.70- 1.00 0% 0.05 ` 0.44 6.53 6.09 93% Drinking Water Watersheds 0.40 ; 1.00 1 %? 0,06 ` 0.59 .; 7.46 6.86 ' 92% Other Rural Land u_..... * min. values DISCIPLINE: CIVIL SCALE: H: AS SHOWN V: NSA Area no. subtotal Activel razed y -g pasture & Area BY DATE Area Redevelopment (For Development Areas, existing impervious cover > 200%) C f I (pre) Rv(pre) L(pre) L(post) ' RR % RR Area Type 0,70 0.90 °o. 20%; 0.23: 4.05 13.05 9.41 72/0 Development Area 0.35 0.85 o 0%; 0.05: 0.44 6.53 6.15 o 94/0 Drinking Water Watersheds 0.40 0.85 1 /0 0.06 0.59 7.46 . 6.95 93% Other Rural Land x 0.25 = Other Impervious Areas Area 1 Area 2 _., Area 3 Area 1 Area 2 Area 3 Other Impervious Areas rev. 30 May 2002 JMK Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area Preparer: JDB D ate: 31-Mav-11 Project Drainage Area Designation DA to District Ave Biofilter L storm pollutant export in pouncds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 01.05 + 0.009(1) Pj small storm correction factor, 0.9 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject: drainage area, A = 1.12 Collutant concentration, m /I orr p g ppm target phosphorus f factor applied to RR V required treatment volume in cW, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100/L(p)ost) Impervious Cover Computation (valuers in feet & square feet) Item re -development Area ... v Paved Length Width subtotal post -development Lenoth Driveways Length Width no. subtotal and walks �- Area Width subtota Roadways 38,768' 38,768 Width no. subtotal Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area Preparer JDB Date: 31-Mav-11 Project Drainage Area Designation Remainder Draining to North Biofilter L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correctiion factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, -A x.1.75 C pollutant concentration, mg/l or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , IL(post) - f x L(pre) %RR removal efficiency , RR100/L(post) Impervious Cover Computaition (values in feet & square feet) Item pre -development Area post development Paved Length Width subtotal Length and walks Length Width no. subtotal Area Width subtotal Roadways;; 57,293 57,293 Width no.sub total-� 75% I(post) 1 REVISED BIOFILTER ROUTINGS PER NEW GRADING JDB 9/14/111TH Sidewalks 0 0p♦ 0� �j �O Lic. No. 0422 o S ! `1o J WWAS �� A / I SI' ••` ONAL ,4 +0 WENGKEERs SURVEYORS PLANNERS CIAT- .� PO Box 4119 3040 Avemore' Square P1. Lynchburg, VA 24502 Charloueeml,e,'VA22911 Phone: 434.316.6080 Phone: 434.5984.2700 zv" waseociates`x;eR Sidewalks. 'Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 Parking Lots Area 1 Area 2 Area 3 Area 4 :Area 1 Area 2 Area 3 Area 4 0' DRAWN BY: KTM ;Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal Gravel areas Area 1 Area 2 'subtotal Area 1 Area 2 subtotal DrHR BY: HFW x0.70- x0.70= ... x0.70- , ...v,. ........... x 0.70 - Structures Area no. subtotal Area no. subtotal Structures Area no. subtotal DISCIPLINE: CIVIL SCALE: H: AS SHOWN V: NSA Area no. subtotal Activel razed y -g pasture & Area BY DATE Area Actively grazed pasture & Area DATE Area yards and cultivated turf x 0.08- „ x 0.08 yards and cultivated turf x 0.08 = x 0.08 = ',Active cropland Area ... li.. Area Active crop land Area Area x0.25 x0.25= x 0.25 x 0.25 = Other Impervious Areas Area 1 Area 2 _., Area 3 Area 1 Area 2 Area 3 Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 _ Area 3 Impervious Cover 0% ° 79/°' _. ...._-_ Impervious Cover 0%' I(pre) ](post) ....�.�, (p re) Rv(post) ; VRv(post) , V 0.77 59.8 0.73 88.4 New Development (For Development Areas, existing impervious cover <= 20%) New Development For Development Areas existing impervious cover <= 20% # 1 re C (pre) Rv(pre) L(pre) (p ) (p ) L(post) (p ) 0 RR /o RR ;Area Type C f I re *' Rv(pre) L(pre) L(post) RR % RR ;Area Type 0.70 , 1.00 0% 0.23 1.58 ...0.17 5.26 3.68 70% Development Area 0.70' 1.00 " 20%%o 0.23 2.47 7.80 ? 5.33 68%:1 Development Area 0 35 1.,00 0 /o .... ... ;.:.:......... 0.05 ... _,. ' 2. 63 :.:.... 2.46 93/° Drinking Water Watersheds o 0:35 ; 1.00 0/0 0.05 , 0.27+ 3.90 , 3.63 ; ° 93/0.. Drinking Water Watersheds 0 .40 1.00 1 /o : 0.06 0.23 _ 3.01 2.7 7 ; 92/°, Other Rural Land 0.40' " 1.00 1%0' 0.06 0.36 I 4.46 ; 4.10 92%, Other Rural Land * min. values _... .. min. values a N. w.... � . .�. _.._ _...;.. � ..u._ Redevelopment (For Development Areas, existing impervious cover > 200/.) Redevelopment For Develop ment Area existing impervious cover > 20%) C f I (pre) _. ,__.,.. Rv(pre) L(pre) p ...... .. .... L(post) p ... .......... RR % RR .. .. Area Type YP .. ......... C # I re (pre) Rv(pre) (p ) Ill L ost (p ) RR 0 /o RR .._..... "... Area Type 0.70 0.90 20% 0.23 1.58 5.26 3.84 73%. Development Area 0.70 ; 0.90 20%0 0.23 2.47 7.80 5.58 72%" Development o ent Area 0.35 '" 0.85. 0/0, .:..... ..::....... 0.05 0.17 ... ...... _. 2. 3 6 2.48 = 94/0, Drinking Water Watersheds 0.35 0.85 ; 0°l�0 0.05 a 0.27 3.90' 3.67: 94%` Drinking ter Water Watersheds 0.40 0.85 11% 0.06 0.23 3.01 2.81 93% Other Rural Land 0.40: 0.85 1%0 0.06 's. 0.36 4.46 4.15 ; 93% Other Rural Land rev. 30 May 2002 JMK rev. 30 May 2002 JMK BMP CALCULATIONS 75% I(post) 1 REVISED BIOFILTER ROUTINGS PER NEW GRADING JDB 9/14/111TH 0p♦ 0� �j �O Lic. No. 0422 o S ! `1o J WWAS �� A / I SI' ••` ONAL ,4 +0 WENGKEERs SURVEYORS PLANNERS CIAT- .� PO Box 4119 3040 Avemore' Square P1. Lynchburg, VA 24502 Charloueeml,e,'VA22911 Phone: 434.316.6080 Phone: 434.5984.2700 zv" waseociates`x;eR DEs10NED BY: JDB PROJECT. AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET ,REV. NO. 6 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22//11 DRAWN BY: KTM DRAINING NUMBER: C-2 TITLE: BMP CALCULATIONS DrHR BY: HFW �- SH'EE I NUMBER: ��j ®f 27 WWA NUMBER: 208026.02 EILE NAME: 802602C-C-23.dwg DISCIPLINE: CIVIL SCALE: H: AS SHOWN V: NSA DATE' /, ��' / NO r SHEET REVISION BY DATE NO. SHEET REVISION 8Y DATE 3 a N I V vl N O N O CIO v` 3 a 4 v U U a c v a� c 0 v v 0 0 N 0 00 0 N N U CL N v .a ca 0 o0 0 N r! , 7 — - 1�r� I III 4"k C� I �� 1 I Jr TT- 11 I/ 1 I I i I !I Ir T 1 I UPH J IF THIS DRAWING IS A REDUCTION �' r `, I I I I ' W UPH I L I � UPH _ PLAC2 ��;� rl Iia �! I UPH QUP I _ �,� F � GRAPHIC SCALE MUST BE USED 3 �� - ;� QUP uPH �� PLAC2 ,> I 11� r ',.I �I I UPH QUP / �� E- I QUP —� - UPH PLAC2 SCALE: 1 = 50 I u QUP �, PLAC 1 I / UPH �l QUP QUP I I UPH I _ r �l 1 H n LL �I �V �Y �- _ e� 50 o 50 �I I - �� f I I 1 ' ►� –� — - FPO,; f ; -- Cya 6mimi ffo i .e 9 -� ISI ! `� _ - - LIMu I ,�. E D D. + 0 t` 1 +0 r C� r ��-18+00 19+00 % 20+00 t X16+00 17+ _ _ 21 i i PEOR1 JUC 12 I J► _ - � -- _. ; 0 _ - - _ q,& i OQ z 1 - 10 00 „' t 1 I _ I — 0 I 1 3 - (' QUP (UP EP � QUP Q 1 i PLAC - 1 � Q _ -- - � QUP — I1 —rl I, ; i, , _ _ J r 11 - F C L, _ i r 11 UPH OUP _ I , 1 --- - --__ ! ir. �� I rl.r..-F� , 1 �I Iti I I ( ' I j I! I I I ;f II I N :iD - - -- I n - } I i' I I '1 , , i QUP 1 r.!_, :j ! j Ir — �— I X11 �LF rr� I- QUP - �I _- — I JI jII I I 1 77-, � � QUP 1'!- ' � 1, I I QUIP — - - -- — , I 1 1I I i � II rJ I _ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' - -- 1 1 - UPH UPH UPH —� UPH - UPH 17 FL LU ' Z O -J' W '= m Lv PLAC P L A C 101 PLAC !N PLAC of w n I� J_I _ —7, — - - z! 1 11, F kI THR(,--!` F' H -,CI FrRI<IIVG �— LANDSCAPE NOTE: "ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." SEE DRAWING No. C-25 FOR PLANTING SCHEDULE, KEY AND ALL LANDSCAPE TABULATIONS; DETAILS; TREE PROTECTION NOTES AND LANDSCAPE SPECIFICATIONS. 1 REVISED STREET TREES PER VDOT COMMENTS JDB 9/14/1 1„TH Opti �� �j�, v ,d Lie. No. 0422 �►Q�S/la ww � AlI .�� S �/s I QNA L �1 � ,,0� ENGINIEERS SURVEYORS PLANERS I�� AsSOCIATES PO Box 4119 3040 Avcmorc Square PL Lynchburg, VA 24502 Charlottesville, WA22911 Phone: 434.316.6080 Phone 434.9fR4.2700 w ryr:e w ssacintes.nes DESIGNED BY: JDB PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 9/22/1 1 ; DRAWN BY: KTM i DRAWING NUMBER: C-24 TITLE: LANDSCAPE PLAN AND DETAILS I DIHR BY: HFW SHEET NUMBER: /7 4 of �/ 2 WVVA NUMBER: 208026.02 FILE NAME. 802602C_C-24.dwg DISCIPLINE: �+'V'L , SCALE. H; � ” _ 50' V: NIA DATE. 6116111 NO. J IF THIS DRAWING IS A REDUCTION �' r `, I I I I ' W UPH I L I � UPH _ PLAC2 ��;� rl Iia �! I UPH QUP I _ �,� F � GRAPHIC SCALE MUST BE USED 3 �� - ;� QUP uPH �� PLAC2 ,> I 11� r ',.I �I I UPH QUP / �� E- I QUP —� - UPH PLAC2 SCALE: 1 = 50 I u QUP �, PLAC 1 I / UPH �l QUP QUP I I UPH I _ r �l 1 H n LL �I �V �Y �- _ e� 50 o 50 �I I - �� f I I 1 ' ►� –� — - FPO,; f ; -- Cya 6mimi ffo i .e 9 -� ISI ! `� _ - - LIMu I ,�. E D D. + 0 t` 1 +0 r C� r ��-18+00 19+00 % 20+00 t X16+00 17+ _ _ 21 i i PEOR1 JUC 12 I J► _ - � -- _. ; 0 _ - - _ q,& i OQ z 1 - 10 00 „' t 1 I _ I — 0 I 1 3 - (' QUP (UP EP � QUP Q 1 i PLAC - 1 � Q _ -- - � QUP — I1 —rl I, ; i, , _ _ J r 11 - F C L, _ i r 11 UPH OUP _ I , 1 --- - --__ ! ir. �� I rl.r..-F� , 1 �I Iti I I ( ' I j I! I I I ;f II I N :iD - - -- I n - } I i' I I '1 , , i QUP 1 r.!_, :j ! j Ir — �— I X11 �LF rr� I- QUP - �I _- — I JI jII I I 1 77-, � � QUP 1'!- ' � 1, I I QUIP — - - -- — , I 1 1I I i � II rJ I _ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' - -- 1 1 - UPH UPH UPH —� UPH - UPH 17 FL LU ' Z O -J' W '= m Lv PLAC P L A C 101 PLAC !N PLAC of w n I� J_I _ —7, — - - z! 1 11, F kI THR(,--!` F' H -,CI FrRI<IIVG �— LANDSCAPE NOTE: "ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." SEE DRAWING No. C-25 FOR PLANTING SCHEDULE, KEY AND ALL LANDSCAPE TABULATIONS; DETAILS; TREE PROTECTION NOTES AND LANDSCAPE SPECIFICATIONS. 1 REVISED STREET TREES PER VDOT COMMENTS JDB 9/14/1 1„TH Opti �� �j�, v ,d Lie. No. 0422 �►Q�S/la ww � AlI .�� S �/s I QNA L �1 � ,,0� ENGINIEERS SURVEYORS PLANERS I�� AsSOCIATES PO Box 4119 3040 Avcmorc Square PL Lynchburg, VA 24502 Charlottesville, WA22911 Phone: 434.316.6080 Phone 434.9fR4.2700 w ryr:e w ssacintes.nes DESIGNED BY: JDB PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 9/22/1 1 DRAWN BY: KTM DRAWING NUMBER: C-24 TITLE: LANDSCAPE PLAN AND DETAILS DIHR BY: HFW SHEET NUMBER: /7 4 of �/ 2 WVVA NUMBER: 208026.02 FILE NAME. 802602C_C-24.dwg DISCIPLINE: �+'V'L , SCALE. H; � ” _ 50' V: NIA DATE. 6116111 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 3 L6 N I U vi N O cp N 0 00 / D� 3 / v) n. v U c D v v c .6 0 0 0 N 0 c� N O w 0 (N ..' N U v CL a) i D N Q to a 0 N 9 TREE PROTECTION 1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING CONSTRUCTION. 2. LIMITS OF CLEARING AND GRADING SHALL BE NO CLOSER THAN THE OUTSIDE DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE TRUNK OF THE TREES TO BE PRESERVED. 3. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP !LINE OF TREES TO BE PRESERVED AND PROTECTED. 5. ALL TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMVNATER MANAGEMENT FACILITIES SHALL BE COORDINATED SO TO NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 6. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED. 7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED. TREE PROTECTION FENCING SHALL BE INSTALLED ACCORDING TO THE DETAILS HEREIN AND THE EROSION AND SEDIMENTATION CONTROL HANDBOOK. 8. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT REQUIRED POSSIBLE. TUNNELING SHALL BE EQU ED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO [BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENTATION CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 10. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES To BE PRESERVED AND PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITHI AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 112" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED. 11. ANY AUTHORIZED ROOT PRUNING, BRANCH PRUNING OR OTHER TREE PROTECTION MEASURES SHALL BE CONDUCTED UNDER THE SUPERVISION OF A CERTIFIED) ARBORIST OR FORESTER. 12. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEANUP. 13. SEE EROSION SEDIMENTATION CONTROL PLAN FOR TREE PROTECTION FENCING DETAILS. GENERAL LANDSCAPING NOTES: 1. LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL UTILITIES LOCATED BEFORE BEGINNING ANY DIGGING. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS -FREE CONDITION UNTIL PROJECT HAS BEEN ACCEPTED BY OWNER. 3. CONTRACTOR SHALL LAY OUT AND CLEARLY STAKE ALL PROPOSED IMPROVEIMENTS INCLUDED ON THIS PLAN, INCLUDING PLANT MATERIAL FOR OWNERS APPROVAL PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 5. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ENGINEER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SIHALL OCCUR WITHIN EXISTING TREE PROTECTION AREAS. 6. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIDDING TIME. IN THE EVENT OF A PLANT QIUANTITY DISCREPANCY BETWEEN THE PLAN AND THE SCHEDULE, THE PLAN SHALL PFREVAIL. 7. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS AND TO HORTUS THIRD (1977 EDITION) FOR BOTANICAL AND COMMON NAMES. 8. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 04WNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SIHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). 9. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE. 10. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTI(ON OF THAT PLANT. 11. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEM`S. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM SUFFICIENTLY DEVELOPED TO RETAIN ITS SHAPE WHEN REMOVED. 12. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED, AND SHALL BE GROWN FROM THE NURSERY WITH A SINGLE LEADER UNLESS OTHERWISE SPECIFIED. PRUNING OF LEADERS OF TREES IMPROPERLY GROWN FOR THE INTENT OF THE DESIGN SHALL BE REJECTED. NO PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION EXCEPT FOR PRUNING OF BROKEN LIMBS DUE TO HANDLING. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. 13. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT AND DURING ONSITE STORAGE. ROOTBALLS/ CONTAINERIZED PLANTS ARE TO BE THOROUGHLY WATERED DAILY IN THE MORNING. UNDER NO CIRCUMSTANCES ARE TREES TO BE STORED ONSITE FOR MORE THAN ONE WEEK. 14. NTI-DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN LEAF. 15. TREES SHALL BE LOCATED A MINIMUM OF 4' FROM BUILDING WALLS, RETAINING WALLS AND SIDEWALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS. 16. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE. 17. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS, IF NECESSARY. CONTRACTOR SHALL ENSURE THAT TREES REMAIN UPRIGHT FOR THE DURATION OF GUARANTEE PERIOD. STAKING AND GUYING SHALL NOT POSE ANY SAFETY HAZARD. 18. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL. TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHINIG EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. 19. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH DEBRIS AND EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB, GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION. 20. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). 21. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE LIST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF THE LIST TO THE OWNER AT THE END OF THE CONTRACT PERIOD. CONTRACTOR SHALL REPLACE GUARANTEED PLANTS AT THE END OF THE GUARANTEE PERIOD OR CLOSEST PLANTING SEASON. 22. THE CONTRACTOR SHALL POWER TILL THE ENTIRE PLANTING AREA TO A DEPTH OF 8" BEFORE PLANTING. ADD SOIL AMENDMENTS AS RECOMMENDED BY SOIL TEST AND DETAILS. 23. PLANTING BACKFILL MIXTURE SHALL BE THREE PARTS EXISTING TOPSOIL MIXED EVENLY WITH ONE PART ORGANIC COMPOST MIX. EXISTING TOPSOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS, AND OTHER DEBRIS OVER 2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 6.5. 24. REMOVE ALL BINDING MATERIALS BEFORE PLANTING. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. 25. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, AND MANEUVERED ONCE IN IT, BY LIFTING FROM THE BALL (NEVER FROM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT WITH THE MOST DESIRABLE SIDE PLACED TOWARD THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). 26. THE TREE OR SHRUB PIT SHALL BE BACKFILLED HALFWAY INITIALLY WITH APPROVED SOIL MIXTURE AND TAMPED FIRMLY. ALL ROPES AROUND THE ROOTBALL SHALL BE CUT, WIRE BASKETS ARE TO BE CUT/REMOVED HALF OF THE DEPTH OF THE BALL AND THE BURLAP OR BALL WRAP IS TO BE PULLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL. COMPLETE BACKFILLING THE PLANT PIT AND TAMP FIRMLY. BACKFILL SOILS SHALL NOT COVER THE TOP OF THE ROOTBALL. 27. A SOIL INOCULANT CONTAINING MYCORRHIZAE AND ROOT BIOSTIMULANTS SHALL BE ADDED AFTER COMPLETION OF THE BACKFILLING. 1 CONTRACTOR SHALL PROVIDE FERTILIZER APP C L LED AT THE TIME OF PLANTING PER SOIL TEST SPECIFICATIONS USING A SLOW-RELEASE NATURAL FERTILZER. 28. MULCH MATERIAL SHALL BE AGED (6 MON MIN) SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 29. AFTER PLANTING, EVENLY SPREAD 3-4" OF SHREDDED HARDWOOD BARK MULCH OVER ALL PLANTING AREAS AND PULL BACK MULCH FROM PLANT STEM OR TREE TRUNK A DISTANCE OF 2" MIN. UNDER NO CIRCUMSTANCES IS THE TRUNK TO BE BURIED IN ANY DEPTH OF MULCH. IF NOTICED IN A POST -CONSTRUCTION VISIT, CONTRACTOR CAN BE ASKED TO RE -VISIT THE SITE AND FIX THE MULCH ACCORDINGLY. 30. ALL PLANTS SHALL BE THOROUGHLY WATERED WITHIN 24 -HOURS OF PLANTING. 31. ALL SLOPES 3:1 OR STEEPER SHALL BE PLANTED WITH GROUND COVER PLANTINGS AND/OR VINES IN ACCORDANCE WITH TABLE 3.37-C OF THE VESCH (UNLESS OTHERWISE PROVIDED IN THE LANDSCAPE PLAN). C. DOUBLE STRAND 12 -GA. GALV. WIRE TWISTED IN 1/2" RUBBER HOSE SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE - EX. GROUND I 2"X2" HARDWOOD STAKE 3" MULCH EXTENDED OVER BERM 3" EARTH SAUCER \/X/ 45° REMOVE BURLAP FROM TOP 1 /2 OF ROOTBALL 3 PER TREE. DRIVEN SUBSOIL BROKEN-' \- BACKFILL WITH SOIL MIX INTO FIRM SUBGRADE WITH PICK OF 3/4 EXISTING SOIL & AT 45° R 1/4 ORGANIC MATTER 12" NOTE: THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT GUYING DETAIL FOR LARGE TREES NOT TO SCALE rLAN I ZPUr1tUULt & UNAVI' lU tilYIVIbUL KtY I-Uhi hitUUlh4tU LANUZ>L;AI't Symb Total QTY Botanical Name Common Name Type Size Spacing Remarks Canopy@ 10 -Yr (sf) Ca3nopy TottaI (sf) SET REV. NO. 6 QUPH .r o' Quercus phellos Willow Oak B&B 21/ A.S. L -Shade (Street Trees) 2"X2" HARDWOOD STAKE 3" MULCH EXTENDED OVER BERM 3" EARTH SAUCER \/X/ 45° REMOVE BURLAP FROM TOP 1 /2 OF ROOTBALL 3 PER TREE. DRIVEN SUBSOIL BROKEN-' \- BACKFILL WITH SOIL MIX INTO FIRM SUBGRADE WITH PICK OF 3/4 EXISTING SOIL & AT 45° R 1/4 ORGANIC MATTER 12" NOTE: THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT GUYING DETAIL FOR LARGE TREES NOT TO SCALE z 0 I SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE EX. GROUND I --I I I' IiiI I !1 I I III- z -- � I N -- z N DOUBLE STRAND 12 -GA GALV. WIRE TWISTED IN 1/2" RUBBER HOSE 6" FROM TOP OF STAKE \ i 2"X2" HARDWOOD STAKE 2 PER TREE 3" MULCH EXTENDED 3„ OVER BERM MIN .3" EARTH SAUCER �,: -,il I til III IIIIIIII SUBSOIL BROKEN/SCARIFIED WITH PICK OR SPADE REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1/4 ORGANIC MATTER NOTE: 112" THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT,. PLANTING AND STAKING DETAIL NOT TO SCALE PRUNE BACK 1/3 GROWTH TO REMOVE PROBLEM, DISEASED OR WEAK BRANCHES SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE - REMOVE BURLAP - FROM TOP 1/2 OF ROOT BALL / r i i BACKFILL WITH SOIL MIX- //' _ OF 3/4 EXISTING SOIL & --7 ����;/ 1/4 ORGANIC MATTER II \ I EXISTING SUB -BASE 12' MIN SHRUB PLANTING DETAIL NOT TO SCALE 3" MULCH 3" EARTH SAUCER 1 rLAN I ZPUr1tUULt & UNAVI' lU tilYIVIbUL KtY I-Uhi hitUUlh4tU LANUZ>L;AI't Symb Total QTY Botanical Name Common Name Type Size Spacing Remarks Canopy@ 10 -Yr (sf) Ca3nopy TottaI (sf) SET REV. NO. 6 QUPH 33 Quercus phellos Willow Oak B&B 21/ A.S. L -Shade (Street Trees) 419 1;3827 JUC012 248 Juniperus conferta Shore Juniper Cont. #3 18" sprd Groundcover/Shrub 0 0 DRAWING NUMBER: C-25 PEOR10 350 Pennisetum orientate Oriental Pennisetum Cont. #1 24" oc Groundcover/Grass 0 0 LIMU6 160 Liriope muscari Big Blue Lilyturf Cont. #1 12" oc Groundcover 0 0 Dill 1) 36 Platanus acerifolia Bloodgood London Plane Tree B&B 2 1/2" cal A.S. L -Shade (Street Trees) 422 145192 R�V!S!OIV TOTAL CANOPYOFTREES AND SHRUBS IN REQUIRED LANDSCAPE 29,019 z 0 I SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE EX. GROUND I --I I I' IiiI I !1 I I III- z -- � I N -- z N DOUBLE STRAND 12 -GA GALV. WIRE TWISTED IN 1/2" RUBBER HOSE 6" FROM TOP OF STAKE \ i 2"X2" HARDWOOD STAKE 2 PER TREE 3" MULCH EXTENDED 3„ OVER BERM MIN .3" EARTH SAUCER �,: -,il I til III IIIIIIII SUBSOIL BROKEN/SCARIFIED WITH PICK OR SPADE REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1/4 ORGANIC MATTER NOTE: 112" THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT,. PLANTING AND STAKING DETAIL NOT TO SCALE PRUNE BACK 1/3 GROWTH TO REMOVE PROBLEM, DISEASED OR WEAK BRANCHES SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE - REMOVE BURLAP - FROM TOP 1/2 OF ROOT BALL / r i i BACKFILL WITH SOIL MIX- //' _ OF 3/4 EXISTING SOIL & --7 ����;/ 1/4 ORGANIC MATTER II \ I EXISTING SUB -BASE 12' MIN SHRUB PLANTING DETAIL NOT TO SCALE 3" MULCH 3" EARTH SAUCER 1 REVISED PLANT SCHEDULE PER REVISED STREET TREES JDB 9/14/111 Opti Iic. No. 0422 ) ^� ,w �;� S � s�/0��w cg's SC:�ti aS 1 ~0# aL , ENGEVTEERS uxvE;Yoxs PLANTVERS AsSOCIATES PO Box 4119 3040AvemoreSquare Pl. 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NO, 2 DRAWN BY: TLE BLISS•FASMAN • LIGHTING DESIGN 9Y19 LEONARD NEW YORK NEW YORK IMS 219 949 )106 DRAWING NUMBER: C--2% TITLE: ROADWAY PHOTOMETRIC STUDY 11R BY: SHEET NUMBER: 27 of 27 WWA NUMBER: 208026.02 FILE NAME: 20110610 Roadway Photometda Study.dwg DISCIPLINE: CIVIL SCALE: H: 1 aY 100' V. N/A DATE: �— O— 7 SHEET REVISION B'Y DATE NO. SHEET REVISION BY DATE