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Home My WebLink AboutSDP201800073 Plan - Approved Initial Site Plan 2018-11-16GENERAL NOTES OWNER: SPRING HILL LAND DEVELOPMENT LLC 2635 S BENNINGTON ROAD CHAROTTESWLLE, VA 22901 RING HILL VILLA E DEVELOPER: STANLEY MARTIN HOMES PLAT INITIALSITE PLAN404PEOPLEPLACE, SUITE 303 CHARLOTTESVILLE VA .22911 PRELIMINARY SUBDIVISION ENGINEER: COLLINS ENGINEERING SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA200G200ARRETTST, SUITE K CHARLOTTESVILLE, VA 22902 434%293-3719 1 TM P.9Q- 35 I'll, R LLG II s ,' TAX MAP NO.: 090000-00-00-02800 DB 4571, PG421 . ~_ `1 s ° '.' D.B.3508 P.16d i. 1776 SCOTTSVILLE ROAD } it ;ar D.B.657 P.234{plat} I CHARLOTTESVILLE, VA 22903 • '; 1% TOTAL AREA: 12.53 ACRES 1 x ,4`--' I r- -__, _ _ _,-, ___ - I _- _ tea..,.. -___.e._, , _ w _ __ m w ._.. ..-_,.._---- ..,<-.-_ a 1p I, 1 ` ZONING: NMD -NEIGHBORHOOD MODEL DISTRICT t ,, d' _._ ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) 1" ( I 7MP.9Q-35A1 a IE i __.________ !.,_ ,..-"' f ANG HOLDINGS, LLC; I PROPOSED USE. ° RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS ; , f . i D.B.1026 P.71 I a D.B.657 P.234{plates f100SINGLEFAMlLYATTACHEDRESIDENTIALUNITS (TH AND VILLA UNITS) t k \ `` _„ FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN J ` i, `, , 4 , ti..,,, r .. I 11 DENSITY: ALLOWABLE DENSITY PER ZMA APPLICA TION PLAN. ' " ` TOTAL ALLOWABLE MINIMUM RESIDEN77AL DWELLING UNITS: 80 UNITS ,, -- TOTAL 1 TOTAL ALLOWABLE MAXIMUM RESIDEN77AL DWELLING UNITS: 100 UNITS _% C __ - w MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF - --' MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,0010 SF i a i s TMP.9Q-35V j . RONAYNE` LLC / I D.B. 4719 P.402/ I `, D.B.4473 P.48 plot D, .440 P.198{plat) j. ti TEFF r 4 jj y.. I `H O. Fr_ r,p., IT L)/ I1 O I Qo, f/' I I j SCtDTT R. C}LLdNSN, 1 y.. U No. 35'791 I SITE 1 J/ I ' 6 j w ` 1 O,NAL Cr g z hR:, - /l s w Cn r •, z µ J I 0 VICINITY 1"IAP VIC y I - SCALE. 1" = 1400` e Y`' Q3C G I U I " D; I ca I w I U) v x O E : 3 I I L > _. a cif I p E. 1 LANDSCAPED , 1 1 ' I 1 f,,, ,.'_ ;. ___ ; !^'- 9 - OPEN SPACE. -..: _- _ - - -1 _r__ t' I c+1 s i ,. BUFFER AREA .. 1- I - 41611JPARKSWIT741T3ACRES22% _, ...__:.... .:..:......:::..: .:..:........ ..:..... .,....::... ::.::... ...::..:..::....: :......... ...:: ._...:,.: .:..:.. ... .....:...... .... .....,, ... ...... ..,.. ,.,.. ... ...., ...:... .... , : , PARKS. MINIMUM AREA REQUIRED FOR DEVELOPMENT 2.8 -_._ .. \ , .... , ...:.:::: .... . .. ........:.....:. . .: .... :..:.... ... ....::..:... , ...... ... , .: ....... ..... ..... ..:..:..:. :..:.:.. ...:..::: ..:..:: :..... ..,:::... :.....,... :.. ..,.......::..::.... , .... ,.. f. SPA E A I: iaOPEN76 : ...,..:. ........ .;>:.;:.: ;>::.:.:: .::::; :.:... C I PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVl1DED.,, , , -- ,; ; ......... ':::::::: i :::..: ;-:: I , i -L__._..I i I-- a j , (0.72 ACRES) I __ , COMMUNITY PARK. • 0.94 ACRES POCKET PAIRK 2: 0.10 ACRES 1 _ ,.. , ' , L --i L - J I L _ J L _ J 1 I _I __ i 7l , I LOT 1 1 L_J L_J L_J L_J I I L_J L_J L_J L_J L -J I iL_J L_J I --J I I L_J I i --- 11 i I ; H z N a. w 77 I I s i , i j I; 1 1, i ' , , j, POCKET PARK #1: 0.76 ACRES POCKET PARK #4.- 0.18 ACRES t_ 1 I , , , , I I -- i / > POCKET PARK #2: 0.83 ACRES POCKET PARK 5; 11.12 ACRES -'' I ' ! i gg0' - 1 ., LOT LOT LOT LOT LOT LOT ; LOT LOT LOT LOT LOT LOT LOT j j LOT LOT LOT LOT LOT ; I LOT LOT LOT LOT LOT I , LOT LOT LOT LOT LOT fi.' ; V I TOTAL PARK AREA PROVIDED: 2.93 ACRES '. LOT,,----,- ' 44 43 42 40 I I 37 30 25 24 23 22 1 21 19 17 1 ', Lo C U e 781 :>:;;r:;:. v' } 41 39 I 38 36 35 34 33 :32 31 29 28 27 I 26 , ; 20 18 1 w r , : 0,54 ACRES 174 ADDITION, 0.72 ACRES OF OPEN SPACE !S PROVIDED FOR ADDITIONAL SCREENING -`- ' ____ _ _ __ ___ _...___ _ _ j AND BUFFERING ALONG AVON STREET EXTENDED AND THE PERIMETERNORT11ERN ___ ______ ,_ _ ___ _ __.__ _ __ A i Lori -® t „ .. I o 1 r ,; ,. i ..........n. ... ,.,.. .. - ._..e,.::. mss:. -.>a, a:: 'I..,„,u_..:..._v._,.... .,,...__.:.._........_........:......._._,_e,......,,,t,_:..._.:_..,_...,.i.e._...._.,..._,__......a._............ r<,....-..,___;,_ L: a..-..-.,_...,_..,-,..__r.._..__...._:.s..:?s_.:.,:s.::,..e.,,- U 1 , 79sLINE `, .' PROPERTY _... :.:. ,: °. I POC)tET.PARK #4 ,. ; " IGTOTALOPENSPACEPROVIDED: 3.65 ACRES 28.3.E OPEN SPA CE) ate' t1-1 Loy _ L- w _._.- AI LAITY SPACE' a OPEN SPACE TO BE OWNED AND MAINTAINED 8Y 774E HOMEOWNERS ASSOCIATION. ALL # 'ACRES) > i m -----,-.-,-- `` I'll'` Il " a 11 I i'' BEN ME$ AND a _ wrt T .,°,b-..,..,, -.-" __m-...,.,ffi,:,., e _ 1 i OPEN SPACE SHALL BE RESERVED IN A DEED FOR 774E COMMON USE OF LOT OWNERS IN :s I _.-.. `. :, 1 , LAN A LN"';a _, wry,. THE SUBDIVISION AND NO OPEN SPACE 1S PROPOSED TO BE DrEDICATED PUBLIC SPACE. ,, _--,.. q i :r''P , „.y 1' ' i f ,:. - -'i }T, (- - o, is y* s : " D 1___,__________\ r } l s:.:,., ! i r Ft is is .,` _ ;` /' LOT =s ^- r :_ xIESJDEN7TALHEIGHTSMAX.. BLOCK A. MAXIMUM HEIGHT 50 FEET 1 4 STOIRIES $1z ' BUILDING R HEIGHTS( MAX): ( ) , " I I ;::: , II HEIGHT 50 FEET 1-4 STD! L " BLOCK B. MAXIMUM HE RIES .:.. w,, . ', , .., .. . , * .:::::. - r LOT r ¢ -, y _ 1 I2 ..:,, . ., . BLO K C MAXIMUM HEIGHT 4D FEET 1 3 STD RtES r ° a 75 ! 1 ,.. C ( ',, i r I h rpFw" g ,j P h( R1 T ei , L -- k . LOTI 0 FEET 1 3 STOI , ., rn HEIGHT 4IESLOCKD. MAXIMUMR B f I r> J s 0 h: C r' 46 ', dC f t w„- r r d'•r. 1 Ia50FEET14STOI . Z I BLOCK E. MAXIMUM HEIGHT / RIES :', .r , ` s:; ...- r: ::I 710AGRi 4; E s a A, VL LOT1: r11- BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) \ a4 '::.':::::' € ARK 74 CC?NItTv1U'N , Y PARK; : BLOCK G MAXIMUM HEIGHT 4D FEET 1 3 STORIES)) /' r AMEN SPALar L _ ; , A t= , _T :SPA E' 4 A RES m a 5 47 LOT1 S : w ,- I 0 CrC.E ',' r. II7iN- -,1, CkU E,f;j IN TH! S,i4E"A IS ,HE;+FOLL,{7V11iNCi . _ i r,;;; •.,,. r -- • _ HE AM LOT r. ,,r ::.: r 78 MINIMUM FROM R W OR EDGE OF SIDfEWALK TO GARAGE _ - %:. ¢ E SETBACKS FRONT 5 MINIMUM / _ ? a ;,I -, i .T07`LOT c NIP. LEX WrIH,SE ARA7E3AREAs _ I I r- 73 _ - - I$LQCK t _.LANDS _ P1NGG_,. y _. , IItMIN. 10 BUILDING SEPARATION & l0 CORNER LG7T SETBACK ,_- <::::,. 1 -'"" I:::,.:;,.::, LOTySIDE. 5 M ) 'e y, _. r _.. r__ -_ 1 FC? DYiUAMI AtID,STATIC PLAY E{ULFIVIEIIIT _ Ir1.24RES; , 4 ,, s 2_°A PAi lt1 'N"SURR ° U DED Y,:P !E i,. J 2 u' I 15 MINIMUM NOTE. BLOCK C TO HAVE A MIN. REAR YARD SETBACK OF 32 ; ,, I : Lo l ' :1::,:.:;',. __._.__ _.__--- ; -._ 1 ,:,..,, ,.,:,vu: ?:;.._,.. N s . , D _._ I,.,.:,: 1 ° REAR. ( ) , m :.,,:. t „ _ Ir - O < ., ::::,.:P ;f ::::.:. LOT i _ _ ' A i+ , $6 " _r - ` - k: ; ` S R OLS.F[R T r RL GS`:EVEN fS':AND, r `e `.: ;: LOT } q i , .. L.._._ .,:::: :..p. ^ ...__...._. s I - } Y„ F44- ! r f }` 1 <i''' , M ( i ( 1 rt+ r .... , . .. - __ 0; - I. 1 90 LOT k1ADED:ORSJRv tt?' E. I. Ai .tV 9F,TH C) T - 1- (REAS CURB &GUTTER 4$ is7SUBDtVISIONSTREETS ! I , i aLO 1 1» LOT LAIN. A R1li' Ft)R' RG,IVtZ (J {?' OR . I $7 " LOT i. 4 1 a ti i WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS S17E 1S NO7T LOCATED WITHIN A PUBLIC \ , \ ; _ i,, t , i LaT I "' Ii Lar - k ,. I -J .. : ............ - a , 1 LOT za . - RVO1RWATERSHED. , ;, _.. « WA TER SUPPL Y RESE as :.{•: 49 - i 5 I iI .. I J6: y LO 4 '1 rc I 1 k: - 1 5wnmS92f °9I ESmLOTit't I r I Lar , 1' I ,L LO -- I fi' 1 k t ___ I NONE 7itDISTRICT AGRICULTURAL FOR .- :t 6 v aw - F ,, I :' 89 1 JILOT LOT i I5093oc :. , x NE AND PARCEL fNFORMAz I 770N WASP Q 8Y ROJDABUSH GALE AND _ _-+„ "• :.:4:.. 4::::> _ a TOPO &SURVEY. THE BOUNDARY Lt \ IL LOT1111 A.. I m"., ._ ! MAY OF 2018. 711E TOPOGRAPHY JNFORMATIOIN IS BASED ON FIELD SURVEYLarASSOCIATES174_ , t 3,z x . 6s .: _ In 'ACRES I -- _ r E OF 2012 BY LINCOLN SURVEYING. THE PROPERTY I5 CURRENTLY BEING _ - o ,. POE.A SCS. r _ - _ _ COLLECTED IN JUN _ ,p>.. , € I -I ! I L-- , - A r ., i c• I. Arvi ' $p TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION HAS BEEN _-.., E 3 '. , ,: .! , , .... ........ -- ! .... ;.,..-- r- _ \ , .F"' , _ ----=- __:. ;. ;:., - _,::;:: o`- y LorC3? SURVEYED FOR UPDATED - - r} t.:::;..'..;.> ::, 1 , - _. Q', ' AC;RE ' for _ 1 1 r.,,.-- I I 1; t I ur FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST OF 2018. , °, . :. (, :. - , . .. , .. ,... t .--.,,. , ; ,, ; . _,_ .-- _ _ _ _... . `', ; - ;.- :-' - °,1.<: ::: J 7 ! i i I Icy p F . : g t _ LOT , , Ir5d . 1 I I,--- : N ,N.[ 1' v ... _ _ 1 ___.. ;:<: " ;:b:. CT``. LOT 5E It - AR i4, , 1- -. LOT a w , a , i a i \ 4 4q yw F° . t f ,'::'.:: e,.. I S ,e:,,, $ SiDATUM. NAD 83;,. -,: , I , C? t a\ -_ 52 f § LOT t ,11 LOT A[/tihIEMTSf ACf I ry 6$ -x `cjr,,_.,',..',...,t,.-Z'' I } -(03.15 ACRES),'i,," I °'ta f*.. p J t LOT LCIT 1 ii,, .., ' M1.:r,:.. r !, •,' 53 _3T I^ IEXIS77NG VEGETATION: PARTIALLY WOODED WITH 1 RESIDENCE ON 774E PROPERTY AIND EXIS77NG ` t.:.:::::::., ry r `'•f 55I EIM1tCLIIDEDiN,TFi: IS, OTT : u,, t 54 56 { , - , , IGN\ a'ti 1 :,! e 3Ir'' LOTiE . P'QGK T' A 'E, DRIVEWA: 5 YS. i, ,.. / '` v AISAS- GRAVEL DRI '. r: 4 / i 1d 4c I I 4 LOTiiS:: • 5 a e r, l t s t. _ :.: ,.:: 1 LOT ; I ArnLIGHTING: NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. \ / .:.: s701 /. ;` , ' , + ; ; I I : I 'SRURT5=11NbAM,; ,, ; CS? I R TOT f` ° J EA A IC:< 11 a, y W t w 1' i LOT ' < `~: ... r ' a: I - ( is i . . ,4": E1L. , PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4" SFA UNITS) t .. ,.. ... _.__,v,,,= w;:;:: Or I, ;,- :',;:; 98 _ 11 PARKING SPACES I ``x.. s - i 200 OFF-STREET\ ° ::; . _. 100 SFA UNITS ' 0 ,' u ry OTisIOSTREETSURFACEPARKINGSPAT x. "`y , 25 NCES ......:. ,: . ,... - , . -- i ' r - 99 Ir tiaSY , "e"eF i§ iI/ ACES REQUIRED: 225 SPACES '°., - 1, TOTAL PARKING SP Q t __.___.__ y .. ti OT J/,{ J .- tea" •., . , " < •" .. ^ . , < .. • . „ ,. . ,. „.,, __..,.._. _ __. , 10 r ° -=A - I v f a Ii1J v, 1 c.,. + c PARKING SPACES PROVIDED (MINIMUM (1 DRIVEWAY SPACE + 1 t GARAGE SPACE): % s LOT € > J 3 r: , r - a. J` S PER LOT `,, ::`};. G ,,1 KING SPACES. 2 SPACE 200 SPACESiOFF-STREET PAR a i la it1II fLl - t v N.", I DN STREETjfSURFACE PARKING SPACES PROVIDED FOR GUEST PARKING 38 SPACES r ;a.0 K:. : ,, LOT , :.;'.; , .:... :.. LOT I ` ; , , ' ,: a 1m ice' - .., r, ,„ a .. b f4• 1 1:53 AC1 S. 64 1 . 13 SPACES FOR THE FUTURE COMMERCIAL AREA.co 9) ADD177ONAL " 1 PCCKET,PARIC #2, r } (,. LOTi (€ TOTAL PARKING SPACES PROVIDED: 238 TOTAL PARKING SPAICES FOR RESIDEN77AL UNITS '_ ` , ' i n4 :'.i ,.: A[1AE.1 1?Y'SPAC f 63 " , ,f' i LOT ; ' z ! I"":: 1 ','. W o Is@, D 83'AC ES 1 v 1 I' 9 903 a ! i. I t I - OTs ' 7 L UIE- L9 PHASING: THIS PROPERTY SHALL BE DEVELOPED IrY17111N A MINIMUM OF t. PHASES THE RESIDENTIAL toTHtyPf)cKt: pEIRIC is DEStG'tvED r , ; LOT - , ({j , , I. I LOT LOT 15 i tr : D E \?, - s2LorPROPERTYSHALLBEDEVELOPEDIN1OR2PHASESANTH . COMMERCIAL DEVELOPMENT ;"„ ,'M ,TC) Ho Aon fvluNAL[: X 61 6o Lar orI qq SHALL BE DEVELOPED 174 A SEPARATE PHASE, s t ' , e ' F 5$ i 1 14II^ VCiEi;4RkCiARDNAND"FfL1LTs% +' 57 I ; I c LOT I. H I I 1 __ ty _ _.., - - jtf3FtCltI0.Rr £... J ;, I a y ,.., " "^ - i I / ! ... , n ., ( 1 f IIQrDINGSITETHATTCOMPLIES774THEREQUIREMENTS _ - _ _ -__-- _ _. _,___ _...._„ _ _ .- _ .- _ . _ _-- -, _ ___ _ _ .___ _ _ ._._ _ .. _ ._ _ _. ___ _ . _ _ _ _. _ _ __ _ , _ _-- -- ----,._-.-_ _.-- _--_ BUILDING SITES PARCELS 1 100 EACH CONTAIN A BUIL WI Q IREMENTS ___,___,_._._.____._-_;.; OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ;,:,I+ --- - ----- --- ---, _-__--_-_. F_ _____ _ fi x i 01 U I L ,.,, "' i -, ,-_-, , " ,, ' 1z: " *- 1 i z > () a . I-m...,....•_yyrmmmm ,'i, j ( lYld dL'd L1. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. `, ! 1 P p °~ _- v J ``\ , i i -----___ STREAM BUFFERS: THERE ARE NO WPO IDD' STREAM BUFFERS ON 7TfIS PROPERTY. ANY STREAM BUFFER _______--_-..______ _ -- ___. _ __ _ f () SHALL BE MANAGED 174 ACCORDANCE WITH INE ALBEMARLE COUNTY WATER PROTECT7DN f * `, ' ,l '`' \ TMP,9Q-278 it I '° y o ORDINANCE.' STEVEN W. OR BETTY C. 1 e` r,` t k \,`` \ ', , B.1026 P,7 5 WETLANDS/ST7 EAMS. THERE ARE NO WETLANDS DR STREAMS LOCATED ON THE PROPERTY { ''' ;'+ ' ,' `\ \, B , ! R,( r;,.' / / \4 l 4 P,4410 I t FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD r ,'`,i \ r, X `, INSURANCE RA TE MAP COMMUNITY PANEL NO: 51003C0407D, DA TED FEBRUARY 4, 2005. 1 j / . ' `\, '' __- ~ C) GRAPHIC SCALE i " , \ \ I f1. CR117CAL SLOPES: THERE ARE NO PRESERVED SLOPES ON 711E PROPERTY. MANAGED SLOPES ARE SHOWN ON l ` ' m._,_ THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPIING FOR THIS PARCEL. THESE so 0 40 so 160 o / f' Y--------_____-_ _ S P MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 ANlD SHALL BE MANAGED JN 111' :', ' 1. ----------- it r __ ACCORDANCE NTH THE ALBEMARLE COUNTY ZONING REQUIREUENTS j 1,} ,' , 4 _ - ' ; . s -- ------ - _ . ^ _ TM r - w RETAINING WALLS RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON 711E SITE PLAN. ( IN FEET) ;. PA ---~ Y MINTER,,. -MES-T: -QR- -LfsA" A-- 1 inch = BO ft. ji' ` _w. , p.B.1149 P. 133 LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD S77REETS W ACCORDANCE WITH f 4 j ° ' m _ - - " D.E629 P.616 plat Sheet List Table Sheet Number Sheet Title ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS W17HlN 5ECI710N J2. 79 OF 711E COUNTY COVER SHEET 2 r:-" -.._... 3 41 Plot 4 UTILITIES, GRADING &DRAINAGE PLAN 5 CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICA77(ON PLAN. 6 OFFSITE SANITARY SEWER PLAN 7 OFFSITE SANITARY SEWER PLAN 8 PROFFERS Z RECREA77ON AREA: SEE OPEN SPACE INFORMATION ABOVE. U) t IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF 711E U) z f1} J 0 PROPERTY IN ACCORDANCE KITH THE APPROVED APPLICA77ON PLAN. SEE THIS SHEET AND F- Ip__g1 0 11I L. L.. SHEET 3 FOR ADD177ONAL INFORMAT70N ON THE REQUIRED ANIO PROPOSED LANDSCAPING IMPERVIOUS AREAS: ROADS 2,03 ac. BUFFERS SIDEWALKS 0.86 ac. BUILDINGS 2.66 ac. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE DRIVEWAYS 0.75 ac. GARAGE. TOTAL 6.30 AC (507. IMPERVIOUS AREA) STORM WA TER MANAGEMENT AN UNDERGROUND DETEN 770N FACILITY IS PROPOSED WI TiH THE DEVELOPMENT TO PROPOSED USES. • L O TS 2.84 ac. 22. 5Z ACCOMMODATE THE WATER QUAN77TY REQUIREMENTS FOR 7HE' PROJECT. WATER QUALITY ROADS (R/W): 3.21 ac. -25,4• NOTES. - SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES OPEN SPACE., 3.65 ac. 28.9% 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. MAY BE INSTALLED AT THE OUTFALL OF THE 5TORMWATER MAINAGEMENT FACILI77ES TO RECREATION AREA: 2.93 ac. -23. 2% 2) ONLY (1) DWELLING PER LOT SHALL BEPERMITTED. DISSIPATE THE RUN-OFF FROM THE FACILITY. 127, 625 sf) 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. OFFSITE EA ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SI TE OR WTHIN 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH Detisity bV block Y -__ . , ,:., _, _---.___ _.___ ..____.__ _, .__ Res ident'vai r 11+es'IdE! :I s `_.._.: , -_ TAS 2 ,iL, R6tta1<ilesn EXISTING RIGHT-OF-WAY. NO OFF5ITE EASEMENTS ARE PROPOSED VDOT AND ALBEMARLE COUNTY STANDARDS ITE TRIP GENERATION MANUAL, ivO ---' - - _:_.,.y .. _., ,_„ r, ,, ...,t.:. i IMTH THIS DEVELOPMENT. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE I•. i"."... .3 tx.."t._., _ Pil0 CLAIM, r.1a N1ir _ .- ___ _- . -_ .__,-, "-,-. __,,,-__., ,__, s___ -._,__...___ ---,_.-_-___.__..,; 4;JIt€-'iEa !C F,nii;-4nvj i1inj, Itd `tr11ljn] ta ' A. ;Fr (.r +JOID a 8TH EDITION. CODES 2311 WERE USED FOR THE DEVELOPMENT t:, rf r,, I-"-" ... µ. Y._.. v,,, _,,,,.,. __._._. ",__..... _.-_' _. _.-:. _..:...,.,, iMax, Re5id I iia, L v,4 ,lir g Ualts 100 urlil - AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROPOSED lOQ DWELLING UNITS J^ r ,:, u ,, ., _ ___ __ _ NNO rY o r, ar s x ,a € r l , \ r , tt, 1 r PROFFERS THE SPECIFIC AFFORDABLE UNITS SHALL BE WEN77FIED ADT RATE 5.8fi VPD PER DU - 586 ADT 293 ENTER293 EXIT f Y ,. w 30 0' ; ; } y.. 1 ax I`I r;r N I eiltl i, Gress 1 lcs0r n i tris 1100 e w/ THE FINAL SITE PLAN. AM PEAK RATE - 0.44 VPH PER DU = 44 VPH 7 ENTER 37 EXIT } 1, 1.r s !~ : t 1 _._- _ _ -,_. _".__ _, __. _ _.__ -_ ___,____ __-...-__. _ ._... _ .. - _.___._.__-__".,__.._ __..,__ __..__ ."_ . _. ,___. PM PEAK RATE - 0.52 VPH PER DU = 5 VPH 35 ENTER 17 EXIT) EIL2 A 11 0 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 1 L 1, ` 11G,, ,-4Dkea r.zar 11 11 1'12 n Ci Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITIES, GRADING & DRAINAGE PLAN 5 ROAD NOTES & DETAILS 6 OFFSITE SANITARY SEWER PLAN 7 OFFSITE SANITARY SEWER PLAN 8 PROFFERS fI 11 Q 8 TOTAL NUMBER OF SHEETS by the, `' a y iL#6i( f < v LEGEND P, W .. i _1-1 --- - ,, 0 c) 0 tSSCAifs % =' 3.._ s-==::_= EXISTING CULVERT .... ... %' EARTH DtTCEI v CULVERT DRIVEWYAY CULVERT - n DROP INLET do STRUCTURE NO. ',. NCNSARK U7 E CURB CLEARINGLIMITSoCURB & GUTTER - - - - U - a as LU PROPOSED PAVEMENT T a - _ a) EC - 3A DITCH _----'2°"--- EXIS77NG CONTOUR n. U) 0 200 PROPOSED CONTOUR 70B NO. N 6" DEP7N OF EC -3A DITCH 20 0 240.55 WOT STANDARD STOPSIG -0 EC -2 DITCH SCALE a PROPOSED SPOT ELEVA 770 f S^ DEPTH OF EC - 2 DITCH ill = 80' C a 0 - SHEETNO• N UI -C D C Ul j jz Ld w LUP- 1w Z LLJ U) t w U) z f1} J 0 F- Ip__ g1 0 11I L. L.. fI 11 Q 8 TOTAL NUMBER OF SHEETS by the, `' a y iL#6i( f < v LEGEND P, W .. i _1-1 --- - ,, 0 c) 0 tSSCAifs % =' 3.._ s-==::_= EXISTING CULVERT .... ... %' EARTH DtTCEI v CULVERT DRIVEWYAY CULVERT - n DROP INLET do STRUCTURE NO. ',. NCNSARK U7 E CURB CLEARINGLIMITSoCURB & GUTTER - - - - U - a as LU PROPOSED PAVEMENT T a - _ a) EC - 3A DITCH _----'2°"--- EXIS77NG CONTOUR n. U) 0 200 PROPOSED CONTOUR 70B NO. N 6" DEP7N OF EC -3A DITCH 20 0 240.55 WOT STANDARD STOP SIG -0 EC -2 DITCH SCALE a PROPOSED SPOT ELEVA 770 f S^ DEPTH OF EC - 2 DITCH ill = 80' C a 0 - SHEETNO• N 11 TMP.90-35 MARK IS CHARLOTTESVILLE GIS P n P n i if, R()11- -RIRINF= It 3; 71 7 7 0 224,3, 22-7 P 1-1111 A1,3111, 13 'r -'Al-) V, 4 A'R' . ubilc Servic5 EsMIlt D.B.221 R"'7105 AAJAN F -1 D, 1-3. 355 S-26, 227 LINE RADIUS L1,462 p.,l16 DELTA L a288 plao Cl 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53' 1 C2 788.51' 84.68' 6'09'11" N09'19'54"E 84JO C3 2243.84' 89.64' 2'17'21" S343900"W 89-6' SHEET NO. v fr It 3; 71 7 7 0 224,3, 22-7 P 1-1111 A1,3111, 13 'r -'Al-) V, 4 A'R' . ubilc Servic5 EsMIlt D.B.221 R"'7105 AAJAN F -1 D, 1-3. 355 S-26, 227 LINE RADIUS L1,462 p.,l16 DELTA L a288 plao Cl 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53' 1 C2 788.51' 84.68' 6'09'11" N09'19'54"E 84JO C3 2243.84' 89.64' 2'17'21" S343900"W 89-6' SHEET NO. 7113',`Y'3A 17 DA- t,-) K 226, 22,7 Pt ,4-7 It 3; 71 7 7 0 224,3, 22-7 P 1-1111 A1,3111, 13 'r -'Al-) V, 4 A'R' . ubilc Servic5 EsMIlt D.B.221 R"'7105 AAJAN F -1 D, 1-3. 355 S-26, 227 LINE RADIUS L1,462 p.,l16 DELTA CHORD BEARING a288 plao Cl 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53' 1 C2 788.51' 84.68' 6'09'11" N09'19'54"E 84JO C3 2243.84' 89.64' 2'17'21" S343900"W 89-6' SHEET NO. It 3; 71 7 7 0 224,3, 22-7 P 1-1111 A1,3111, 13 'r -'Al-) V, 4 A'R' . ubilc Servic5 EsMIlt D.B.221 R"'7105 AAJAN F -1 D, 1-3. 355 S-26, 227 LINE RADIUS ARC DELTA CHORD BEARING CHORD L Cl 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53' 1 C2 788.51' 84.68' 6'09'11" N09'19'54"E 84JO C3 2243.84' 89.64' 2'17'21" S343900"W 89-6' A X TMP 90-,Q3 at r JbHNSdN, ',5TEVEN\,W. OR BEYTY C. 4- D xr 27 0.1626 P. 715" TMP.90d,,,13. Csq,?, 9 \P TR j, .616tplat) SCHICKEDANTZ ROG j D-8.629 P.616(plat) i'gjki14- t IT, D.B.554 P-441(plat) J GRAPHIC SCALE 20050a2550100 6 9-0iq N m Xj WINJER,-AME -T.- IN FEET Q B 1149 P.133 I inch 5D ft. plat) O.B.554 P.441(plat) ti j 1A P, go 41? Lu H Ei jB, V., VJ JOB NO. SCOTT R. COLLINS' No. 35791 1 101VAL S U) ZZO < C) 'E' CQ Lu U) C3 Ji0 Irii 1 i 111 Lu Lu Ce ce co E a ml MINE= > Cn RE I Alk a 2 Lu VJ JOB NO. 112066 SCALE 3. 50 0 SHEET NO. 2 1; I V 2 , ,H 0 I I "k I t , 1.11I , k1, 11k 1 I __ 1 I L7 I, 1, W. 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Q) UlQ) 3 -C Avolop"- ft, ' jPROPOSEDOFF-SITE SANITARY, SEE T H op TMP -90 SHEETS 6 AND 7 FOR DETAILS35 R D P D LLC BENCH MARK IS al D P 35n8 P i rn Ifl CHARLOTTESVILLE GIS 01,11 ROUSE-SIRINE SCOTT R. COLLINS;?, STATION 106 0D.B.657 P.234(plat) as N 3682993.340 U No. 35791 E 11482334.683 ELEVATION527.7tw , O r11 101VA0Qw LINE RADIUS ARC DELTA CHORD BEARING CHORD Cl 1115.92' 11.53' 0'35'32" N05757'331 11.53'! C2 788.51' 84.68' 6'0911 " N09'19'54E 84.64! C3 2243.84' 89.64' 2°17'21" S34'39'00"W 89.64" T , Mp-0-27B9 I S TY C. t FSTEVENVENW. OR 13 HL 47C K, Lt '3' 8.629 P. Pr 4 RNI- t- 441 pict i,j' ll r j jo GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (238-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF 774E ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 7HE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE EXACT LENGTH, LOCA 770N AND APPROPRIATE END 77?E4TMENTS WILL BE FIELD VERIFIED AT 7HE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA 77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 7HE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. S WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG -3(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR T741S PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE !PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEWCES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10, 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. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 7HE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSIT70NS AND GRADE SAG POINTS' AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND K1774 A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING. 1. THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THEE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND C0NS7RUC7701N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 774E ROADWAY„ 1T SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY KID774 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACT70N OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETAT70N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE iREMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULI DER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG774 AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. 1F THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMlIT FOR ENGINEERS APPROVAL 774E PROPOSED ME77-IOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, liEMPLA7E AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGA7E BASE WILL BE WAIVED IN THE EVENT 774AT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INST-ALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THATT THE SURFACE COURSE 1S APPLIED PRIOR TO SLI DAYS', THE PUGMILL REQUIREMENT WILL APDL Y. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS77?UC770N WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM 774E VIRGINIA DEPAR7MENT OF TRANSPORTAT70N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CON57IRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 7HE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DIS7VRBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABIL1ZA77ON 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /It. 9. ALL EXCAVATION FOR UNDEIRGROUND PIPE INSTALLA77ON MUST COMPLY W77H OSHA STANDARDS FOR 774E CONSTRUCTION 1NDUS7RY (229 CFR PART 1926). NOTE: MANDATORY INSPECTI+ONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAI NITAI N E D. - i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMAENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS„ INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIMLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR Tf0 SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAZY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 3I EXIST. GROUND EXIST. GROUND EXIST GROUND EXIST. GROUND RfW 4' CONCRETE I 51DEWALIC 4' MOT 21A STONE BASE I R 4' CONCRETE I SIDEWALK 4' MOT 21A STONE BASE PLANTING. STRIP 24' FIC -FIC 49' TTPICj4L MEMHBORHOOD S'T.R. TT S.E'moff (49 ' R/ -.#r) LOTO" B0.40 (FUB"C B04P) GS'-SS.4R RFSIDLNTI,1L & dfIXL'D 9Sr SMBDIVI.SZON STRWT DESIGN SP.EM 25 dfPfl ON-STRL,ff BUZP-007 PrLt4A7M ONLT NOTE: RIGHT-OF-WAY WILL WDEN 1N LOCATIONS OF THE BUMP -OUT PARKING SPACES zX PLANMNG STRIP 4, T 4' CG -6 CURB & GUTTER 2X BASE 10' - PARKING LANE) (TRAVEL LANE) 1r/It I I I I/ POINT OF CG -6 FINISHED GRADE CURB & GUTTER SURFACE 2X 4' T SUBBASE S1ADNE 10' glg f- TRAVEL LANE) R/w 4' !CONCRETE SIIDEWALK t 2X 6' PLAN77NG ISTRIP 4" MOT 21A SHONE BASE 56' R/W TYP1614L NffI6!HB0RH00,V STRPST SWTLON (56, R/'r) D4MPHIN DRZVN (PYIBLIC STM") .IND X.4M fCA- COMRT (PRIVATE' ST"") GS_SS11R "SISMATIAL & dfIXjrV MSI' F[MVIVISMAT STh' ,ff MS.AgAr SFMP.- ,25 NPlf P.4RXTNG ON ONE' SIDE' ONLT C/L I CG -6 I POINT OF CG -6 CURB & GUTTER I FINISHED GRADE CURB &GUTTER SURFACE 2%2X 4' T BASE SUBBASE 5nZE gp710' 10' 2. PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 6' PLAN77NO STRIP 56' R/W TYPM4L NZI6!ffB0Rff00D 7TRLffr SUCTION (60 ?/lrr) B,FRA'YN LANE' (PUB"C ST"" S'-SS 1R R'SlDL'NTl.4L d dflXLD MSL' SUBDIVISION STRt1IAT DESIGN SPLW0- ,25 NPI/ P.IR AV ON offr SIDE' ONLT 4' CONCRETE SIDEWALK 4' MOT 21,A STONE BASE: 5 1 ----------- EXIST GROUND EXIST GROUND RI I I EXIST EXIST. GROUND EXIST. GROUND TOP OF - CURB F -- CURB rL v t STANDARD CG -6 CURB & GU T TBR NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. VARIABLE WlD TH) A" f +nArr 4" 21-A STONVE BASE CONCRETE ,SIDEWALK NO SCALE NO SCALE 111111111111111111111111111111111111111111 CG -12 NOTE: COMPONENTS OF CURD RAMPS CCM ASI OF THE FOLLOWING, NOTE: PROPOSED LANDSCAPING TO U77LIZE OUTER 3' OF PLANTING STRIP I CUM WHEN REWIRED (CG -2 OR CG -3 IN LINEAR FEET) T. THE DET[ECTABL€ WARNM SHALL. BE PROVCED BY TRUNCATED DOMRS. MIE+CTA&E WPRMNG SURFACE (AREA IN SQUARE YARDS} EACH OF THE ASOVIE ITEMS M A SEPARATE PAY 11EM AND SHOL11-0 BE SUMMARIZED FOR EACH CLQ CUT RAMP. 2. DETECTJABLE WARWG SHALL BE FROM THE MATERIALS APPROVED LIST FOR R% DETECT)ARLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET PER X CLEAR ZONE REQUIREMENT CI SPECIAL. DESIGN 'SECTION FCR APPROVAL. RIW 4' r iT 5' WOE CONCRETE SIDEWALK CG -6 CURB & GUTTER LEAS R ZONi I POINT OF i FINISHED GRAfiE CG -6 CURB & GUTTER 3' CLEAR ZONE 5' WIDE CONCRETE SIDEWALK I 1 - E-) EXIST. GROUND 7. CLINE RdAMPS ARE TO HE LOCATED AS SHOWN ON THE PLANS 09 AS DIRECTED AT 2X 2X SURFACE 2X I - 43;1 ORAS Sri44WNSONNPLANS OR AS DST IRECTED BY iHEHEENCIWERT,AAND SHOULD NOT EXIST. GROUND 3:1 HYDRANITS, DROP llNLE7S. ETC, ACCESSMU ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTERUCTED. STABLE. FEN AND SLIP RESISTANT PATH CONPECTING ALL ACCE55k4B..E ELEMEHITs OF A FACILITY THAT CAN € APPROACAIED, ENTER£EI ACC I1SEF'.D BY PEDESTRdm r V - - ~ 2?' 4' VDOT 21 A 8' STRIP NG .: # 4 N% XC Y: - S. TYPICAL. XNCRETE SIDEWALK IS 4" 1HICK, WW£N TIS ENTRANCE RANCAMNOT 6' PLANTING STRIP ACCCFMIODATE THE TURNNG REOLAREN8NTS OF ANTICIPATED HEAVY TRUCK 4• TRAFFIC,. WFR TO STAMDARD CS -13, CONK WIAJr ENTih.AhF E tHEAVY AT , 2 °HIGHER 1HAN TRUCK ITRAFFICI FOR CONCRETE DEPTH. SMNE BASE y,p:p: 2tA T STONE SUBBASE 4' T 4' MOT 21A STONE BASE TYPE C A 4'x 44' LANDING AREA SHALL BE PROVIDED 10 WlfLiNtR A WYCELCHARR EXIST. GROUND TH4E CROSSWALK WITHCUT GOING INTO THE TRAVELWAY, THS ;"K 4' s -aAW2.5-8z 1.RU3NCATEO OCME S7 WE CCURBATENTRANCESORSTREETCOMNEUTPWTHEpETECTA,E w EXIST. GROUND 0 0 0 0 Q a a r. a t 0 O 0 D ih 0 0 0 0 0 0 0 . 10, TRAVEL LANE) 10, TRAVEL LANE) s 5 T. a 3I EXIST. GROUND EXIST. GROUND EXIST GROUND EXIST. GROUND RfW 4' CONCRETE I 51DEWALIC 4' MOT 21A STONE BASE I R 4' CONCRETE I SIDEWALK 4' MOT 21A STONE BASE PLANTING. STRIP 24' FIC -FIC 49' TTPICj4L MEMHBORHOOD S'T.R. TT S.E'moff (49 ' R/ -.#r) LOTO" B0.40 (FUB"C B04P) GS'-SS.4R RFSIDLNTI,1L & dfIXL'D 9Sr SMBDIVI.SZON STRWT DESIGN SP.EM 25 dfPfl ON-STRL,ff BUZP-007 PrLt4A7M ONLT NOTE: RIGHT-OF-WAY WILL WDEN 1N LOCATIONS OF THE BUMP -OUT PARKING SPACES zX PLANMNG STRIP 4, T 4' CG -6 CURB & GUTTER 2X BASE 10' - PARKING LANE) (TRAVEL LANE) 1r/It I I I I/ POINT OF CG -6 FINISHED GRADE CURB & GUTTER SURFACE 2X 4' T SUBBASE S1ADNE 10' glgf- TRAVEL LANE) R/w 4' !CONCRETE SIIDEWALK t 2X 6' PLAN77NG ISTRIP 4" MOT 21A SHONE BASE 56' R/W TYP1614L NffI6!HB0RH00,V STRPST SWTLON (56, R/'r) D4MPHIN DRZVN (PYIBLIC STM") .IND X.4M fCA- COMRT (PRIVATE' ST"") GS_SS11R "SISMATIAL & dfIXjrV MSI' F[MVIVISMAT STh' ,ff MS.AgAr SFMP.- ,25 NPlf P.4RXTNG ON ONE' SIDE' ONLT C/L I CG -6 I POINT OF CG -6 CURB & GUTTER I FINISHED GRADE CURB &GUTTER SURFACE 2%2X 4' T BASE SUBBASE 5nZE gp710' 10' 2. PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 6' PLAN77NO STRIP 56' R/W TYPM4L NZI6!ffB0Rff00D 7TRLffr SUCTION (60 ?/lrr) B,FRA'YN LANE' (PUB"C ST"" S'-SS 1R R'SlDL'NTl.4L d dflXLD MSL' SUBDIVISION STRt1IAT DESIGN SPLW0- ,25 NPI/ P.IR AV ON offr SIDE' ONLT 4' CONCRETE SIDEWALK 4' MOT 21,A STONE BASE: 5 1 ----------- EXIST GROUND EXIST GROUND RI I I EXIST EXIST. GROUND EXIST. GROUND TOP OF - CURB F -- CURB rL v t STANDARD CG -6 CURB & GU T TBR NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. VARIABLE WlD TH) A" f +nArr 4" 21-A STONVE BASE CONCRETE ,SIDEWALK NO SCALE NO SCALE 111111111111111111111111111111111111111111 CG -12 NOTE: COMPONENTS OF CURD RAMPS CCM ASI OF THE FOLLOWING, HYDRAULIC CEMENT S WALK CDEPTH IN INCHES, AREA IN SOUAW YARDS# C'+ p- •q•A NOTES: GENERAL Nib F ES: CUM WHEN REWIRED (CG -2 OR CG -3 IN LINEAR FEET) T. THE DET[ECTABL€ WARNM SHALL. BE PROVCED BY TRUNCATED DOMRS. MIE+CTA&E WPRMNG SURFACE (AREA IN SQUARE YARDS} EACH OF THE ASOVIE ITEMS M A SEPARATE PAY 11EM AND SHOL11-0 BE SUMMARIZED FOR EACH CLQ CUT RAMP. 2. DETECTJABLE WARWG SHALL BE FROM THE MATERIALS APPROVED LIST FOR 9DEWALKDETECT)ARLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET RAMP 12.1 WU48.1 MAXTHEREQUIREMENTS0'" THE SPECIAL PROVPSION FOR CG -12 DETECTA&LE WARNINfiG SUAFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL. DESIGN 'SECTION FCR APPROVAL. 3. SLOPWGI WZ5 Of CURB 'RAMP MAY BE POURED MONXITKCFLLY IWITH RAMP 4' FLOOR (GR BY LPS',W PERMISSIBLE rONSTRLACTION JOINT WITH RECILAREi7 BARS. iT4. IF RAMP' FLOOR 15 PRECAST, HOLES- MUST BE PROVIDED FOR DOWEL BARS SO THAT AII?JOt4JNG FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECASIT HOW FLOM PRECAST CONCRETE SHELL BE CLA55 A-4, TYPE A 6, AOURELO BARS ATE TO OC NO, 5 X &' P*LACEG PCENTER TO CENTER ALONG PERPENDICULARBOTHSWESOFTHERAMPFLOOR, MID -DEPTH OF RAMP FLOOR, MNWMUM CO{NCREITE COMER 31/2'% r 6. C[R:B. I CURB AND CUTTER SLOPE- TRANSITIONS ADJACENT 16 CURB RAMPS ARE INCL UDEO IN PAYMENT FUR CURB f CURB PND GUTTER. 7. CLINE RdAMPS ARE TO HE LOCATED AS SHOWN ON THE PLANS 09 AS DIRECTED AT 12:1 VAX 8•r THF: EraTiWER. THCY A$E TO BE PROVIDED WTERSEOT70Ns *W_REVER AN ACCEf'S-_IRLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSUS A CUR® REGARDLESS OF WHIETNER SIDEWALK IS EMSTRNC. PROPOSED. ORAS Sri44WNSONNPLANS OR AS DST IRECTED BY iHEHEENCIWERT,AAND SHOULD NOT IB BE L.00)ATED BEHIND VEHCLE STOP LINES EXISTING LICHT POLES. FBifBEHYDRANITS, DROP llNLE7S. ETC, ACCESSMU ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTERUCTED. STABLE. FEN AND SLIP RESISTANT PATH CONPECTING ALL ACCE55k4B..E ELEMEHITs OF A FACILITY THAT CAN € APPROACAIED, ENTER£EI ACC I1SEF'.D BY PEDESTRdm 9. RAMPS AWAY dE Fr1.AGE.N3 Oai RADIAL OR TANGENTIAL $ECTiGNSPRC1vYlf I THAT 2?' THE DUFRB OPENNC IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND MM12"1THATTMESLOPEATTHECONNECTIONOFTRECURBOPENINGIS --+- PERFENWICULAR PO THE CURB. S= N% XC Y: - S. TYPICAL. XNCRETE SIDEWALK IS 4" 1HICK, WW£N TIS ENTRANCE RANCAMNOT ACCCFMIODATE THE TURNNG REOLAREN8NTS OF ANTICIPATED HEAVY TRUCK 4• TRAFFIC,. WFR TO STAMDARD CS -13, CONK WIAJr ENTih.AhF E tHEAVY AT , 2 °HIGHER 1HAN TRUCK ITRAFFICI FOR CONCRETE DEPTH. C .. i:DI,E O>:' PAVEMENT y10. WKN CtUR0 RA4PS ARE U&M IN CON-,A.UNCTIQN WITH A SHARED U$E PATH. Al TQC . SAM€ AS TOP OF CURB THE MI101MA;1sI WIDTH SHALL BE THE WIDTH OF THE SHARED UFSE PATH. 1i. 'WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CRCSSNCS (DIAGONAL). TYPE C A 4'x 44' LANDING AREA SHALL BE PROVIDED 10 WlfLiNtR A WYCELCHARR PARALLEL & PERPENDICULARINTOTH4ECROSSWALKWITHCUTGOINGINTOTHETRAVELWAY, THS ;"K 4' LANDING; AREA MAY INCLUDE THE GUTTER PAN. - 1.RU3NCATEO OCME 12. ALL CABS WHERE CURB RAMPS TNTER$.ECT A RADIAL SECTION OFC CCURBATENTRANCESORSTREETCOMNEUTPWTHEpETECTA,E w WARN3N= SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 Q a a MONFIEED AS RECOMNEKED BY THE MPAA.iFACTURER TO ?LATCH THE GA4CK OF CURES. t 0 O 0 D ih 0 0 0 0 0 0 0 . IZAW- 00000 0000000 0-- to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ®. y. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000€D00000000 000000000000000 00000000 0000000 DETECTABLE CURN7H -'-- AT BACKOFC-13R€3 '-,.„.I,O. Sg SEE MOTE 12, L. 1 VARIABLE FLILL WIDTH 4F RAS FLOOR LIMI-15PAY DETECTABLE WARNING: TRUNCATED DOME DETEC?ABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL Ifo= CC -12 DETECTABLE S ECF;t ATg4N WARNING SURFACE REFERErICE ROAD MD FRIDGE STANDARDS GENERAL NOTES) 105SHEETIOFS1REv6SioNDATE 20.105 G7dSS 4'IRGINNA DEPARTME+HT OF TRANSPORTATION 502 i SCOTT R. COLLINSI2, No. 35791 1,& v c; ul Z Do rqrq cn ZONAL LiLJ mmmmmll In z J 010 0 3 0Ou 0 03 00 0 q) c vco 00. 1 CL a 12 s= a ac H N c G 0 W ui 0 3 06I 0u Lu 3 ui 0 r/ 0 0 as o sz Q0 E Le ww Z_ z w J0C1 U 0O A N a0 CLI- Fn 3 x0) N N g In c0 0O w n W n o u 70B NO. 0 112066 SCALE AS NOTED SHEEP NCI. v m c z wW z zW z JJ U 0 CvN c0 U Cv NNvL xxW vsF 0 s m c N c V7LV) N F- aU iU D C c 0 L) U NV, C OU O t. ql a c n ai N VC L N 97VN s 3 NNOCLL O. CO L 4- IDIDN 7 w O C N C L a c LO U QL avi YO C To C C c z FY Ww z C z W ul z J U O T Lv0_ 0LCL v vi UxO N s L N ca E V0 v v UONN r N CO d 9) N t ca z w wz zw ul z J 0 U 0O C97NCOU C47 F+ NNQ7LO_ X07 U S 7U U7 C O y-+ N CO r+ U LiNC OU LO a CQ CO U N COU O v 0 c w n as ca U C L 4l QJ ON 0s 3 vN O C_ L7 d CO LO vN vs 0 C O tN C O L Q LO v 0 s c vU 7 OL av v 0 C TO Ca C7 z Liw z Ca z w ul z JJ 0 C 4- O T LQ) 0- 0OLCL v N UXQl 0.7s 47Lq NNCN UO Q] O U ONNO UCO NCO C_ NN U T H q, IN* tA 3 K afLIJ Ld n Z JJ 0 00 V) U) F 0- X 41 30 is V) r_ 0 0 0 0 71 0 0 0 0 0 E Ld Li V) K JJ 0 0 0- 0 E 0U) CD 4SCOTT R. SCOTT R * COLLINS COLLINS U No. 3571911 SJ'10NAL Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the each for -rent Affordable Housing Unit may be increased up to three thereof, during the Affordable Term shall contain a complete and full PROFFER STATEMENT Owner hereby voluntarily proffers the conditions listed Mow which shall be percent (3%) For purpose of this proffer statement., the term "net disclosure of the restrictions and controls established by paragraph applied to the Property If it is rezoned to the zoning district identified above rent* means that the rent does not include tenant -paid utilities The 1 A At least thirty (30) days prior to the conveyance of any interest In ZMA No. 2013-00017, Spring Hill Village These proffers are part of the requested rezoning and the Owner requirement that the rents for such for -rent Affordable Housing Units any for -rent affordable unit during the Affordable Term, the then- acknowledges that the conditions are reasonable may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and Tax Map TMP 09000-00-00-02800 sha 11 apply for a period of ton (10) years following the date the provide the name, address and telephone number of the potential I Affordable Housing. (The Affordable Housing Units will be provided in certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1 C have Owner Of Record Sprin Hill Village Holdings, LLC the form of for sale or rental units) The community could have as few as 80 Affordable Housing Unit, or until the units are sold as low or moderate been satisfied Date Of Proffer September 29, 2014 units and as many as 100 dwelling units The Owner shall provide 15% of cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing 2. Cash Proffo-ra for R-esidentiaj UnM,. Beginning with the thirteenth Revised December 6, 2015 the dwelling units constructed as "Affordable Housing Units" within the and Urban Development, Section 8, whichever comes first (the residential unit for which a building permit is obtained, the Owner Project in the form of 2 or 3 story townhouses. Affordable Termn) The Owner of each Affordable Housing Unit shall contribute Gash for each newresidential unit that is not classified U) The shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit This cash contribution shall be for the ZZ0AlbemarleCountyaffordablehousingpolicydefinesaffordablehousingprovidewrittenreportsdocumentingrentalratesandoccupanciesofpurposesofaddressingthefiscalimpactsofdevelopment, on the 12.99 Acres to be rezoned from Residential R 1 to NEIGHORHOOD as the following, Affordable Housing, in generalterms means safe, decent the affordable units County's public facilities and infrastructure, i e schoots, public safety, 0 Cd MODEL DISTRICT (NMD) housing where housing costs do not exceed 30% of the gross- household libraries, parks and transportation The cash contribution shall be M U Ln LU on IV) income, Housing costs for homeowners shall include principal, interest, real B.) For Sale. All purchasers of for -sale Affordable Four thousand nine hundred eighteen and Qf1 00 dollars ($4,918) J Project Address 1776 Scottsville Road estate taxes, and homeowner's insurance (PITI) Housing costs for tenants Housing Units shall be approved by the Albemarle County Off ice of cash for each new single-family detached dwelling unit. The shall be tenant -paid rent and tenant -paid utilities with maximum allowances Housing or its designee The Owner shall provide the County or its cash contribution shalt be Three thousand eight hundred and Contact Person Vito Cetta for utilities to be those adopted by the Housing Office for the Housing designee 180 days to identify and pre-qualffy an ell ible purchaser for9 forty five and QM 00 dollars ($3,845) cash for each single family, LU UJ Ce 1730 Owensfield Drive Choice Voucher Program the Affordable Housing Units The 180 - day period shall commence attached or townhouse dwelling unit. The cash contribution shall ceCharlottesville, VA 22901 Affordable Housing is defined, for the purpose of this policy, as those upon written notice from the Owner that the units will be available for be paid at the time of the issuance of the certificate of occupancy for434-531-2192 houses affordable to the forty percent of the County population that have sale This notice shallnof be given more than 120 days prior to the each new unit in order to be consistent with current state law household incomes at or below 80% of the area median income For 2003, anticipated receipt of the certification of occupancy If the County or Magisterial District Scottsville the maximum affordable home for purchase (80% median Income) would its designee does not provide a qualified purchaser during this period, be $172,000 and maximum housing, costs (rent and utilities) for tenants the Owner shall have the right to sell the units without any restriction Beginning January 1, 2 015, the amount of the cash contribution would be $787 (50% median income) on sales price or income of purchaser If these units are sold, this required by this proffer shall be adjusted annually until paid, to reflect proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot, The Owner price for Affordable Housing Units (650/6 of VHDA's Maximum Sales Marshall and Swift Building Cost Index ("MSI") In no event shall any as the ownees representative of Spring Hill Village Holdings, LLC which is shall have offered for rent or safe as provided herein each Affordable Price for First-time Homebuyers) The calculation currently put the cash contribution amount be adjusted to a sum less than the amount the owner of Tax Map and Parcel number TMP 09000-00-00-02800 TMP Housing Unit. within the project. The Owner shall convey the -responsibility maximum sale price for Affordable Housing Units at $211 P250 initially established by this proffer The annual adjustment shall be 09000-00-00-02800 is the subject of rezoning application ZMA No 2013- of constructing the Affordable Housing Unitsto the subsequent owners of made by multiplying the proffered cash contribution amount for the 00 00017, a project known as Spring Hill Village Theterm "Owner as lots designated affordable on the site plans or plats preceding year by a fraction, the numerator of which shall be the MSI LU E referenced herein shall include within its meaning the owner of record and A). RenWal Rates The initial net rent for each for -rent C). G All deeds conveying any interest in the for -rent Affordable Housing Units during the Affordable as of December 1 in the preceding calendar year, and the denominator of which shall be the MS1 as I of December 1 in the year successors in interest. The"Application Plan", refer's to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended Code of Development last revised August 28, 2014 applicable maximum net rent rate approved by the County Housing terms of this paragraph 1 In addition, all contracts pertaining to aOfficeIneachsubsequentcalendaryear, the monthly net rent for conveyance of any for -rent Affordable Housing Unit, or any part Zce) cr) Y) zoom cr) For wool, Mole F— M_ 3 Over Lot Grading' The owner shall submit an over -lot grading g) All drainage from streets shall be carried across lots in a storm same time The Owner shall obtain approval of all road plans and N C) plan (hereinafter the "Plan") meeting the requirements of this sewer to a point beyond the rear of the building site bond prior to the issuance ot the first building permit or first approved My Commission expires 5 N paragraph 3 with the application for each subdivision phase of the h) The plan shall demonstrate that an area at least ton (10) feet in subdivision plat, whichever comes first, to ensure that these Property The plan shall show existing and proposed topographic width, or to the lot line it it is less than ten (10) feet, from the improvements can be completed in a timely manner The Notary Public w features The Plan shall be approved by the County Engineer prior portion of the structure facing the street, has grades no steeper improvements shall be deemed to be complete when they are Z to approval of an Erosion and Sediment Control plan. No building County that ten (10) percent adjacent to possible entrances to dwellings accepted into the secondary system of highways or the County Z Ld permit shall be issued for any dwelling on a lot where the that will not be served by a stairway This area also shall extend OLL"RVIANEfCOLLIERCIA", I J Engineer has determined the lot grading in not consistent with the from the entrances to the, driveways or walkways connecting Engineer determines that the roadway is safe and convenient for matery Public approved Plan- The plan shall satisfy the following the dwelling to the street. travel At its sole expense, the Owner shall make the needed commiowesmi Z71 500 OEM= UJa) The Plan shall show all proposed streets, building sites, setbacks, surface drainage, driveways, trails and other features i) Any requirement of this proffer may be waived by submitting a request for special exception with the over -lot, grading plan If improvements, it any are required, to the portion of the lot immediately adjacent to the Route 20 that be my Comossion upires may 3t 20180W**w4VP1V'% UO) site south on may l-_ CL fn the County Engineer determines are needed to verify that the such a request is made, it shall include a justification for the needed as a result of widening Route 20 Should these improvements 0 LLJPlansatisfiestherequirementsofthisprofferrequestcontainingavalidprofessionalsealfromaProfessional require a retaining wall and / or a reworking of stairs, these 1 0 LL b) The Plan shall be drawn to a scale not smaller than (1) inch Engineer, Landscape Architect or Land Surveyor In reviewing a improvements be by Review Z U_ equals fifty (50) feet, waiver request, the County Engineer shall consider whether the shall reviewed the County Architectural UJ 0 c) All proposed grading shall be shown with contour intervals not greater than two (2) feet. All concentrated surface drainage alternative proposed by the Owner satisfies the purpose of the requirement to be to least degree Board, since Route 20 in an Entrance Corridor road C) U 45 Q waved at an equivalent over lots shall be clearly shown with the proposed grading All 1) In the event that the County adopts overlot grading regulations This document shall superseder all other agreements, proffers or conditions proposed grading shall be designed to assure that surface after the date this proffer is approved, any requirement of those that may be found to be in conflict. These proffers shall be binding to the LU drainage can provide adequate relief from the flooding of regulations that is less restrictive than any requirement of this property, which means the proffers shall be transferred to all future property t: dwellings in tne event a storm sewer fails proffer shall supersede the corresponding requirement of this successors of the land, Uld) Graded slopes on lots proposed to be planted with turf grassesI proffer, subject to the approval of the Director of Community WITNESS the following signaturelawns) s hall not exceed a gradient of three (3) feet of horizontal Development. l.-: distance for each one (1) foot of vertical rise, or fall (3 1) SPRINP LL VILLAG7HOLDING, LLC Z Lii LLJ Steeper slopes shall be vegetated with low maintenance 4. Improvements to Scottsville Rd and Avon Extended cl vegetation as determined to be appropriate by the County's At its sole expense, the Owner shall plan,, design, bond and construct ByprogramauthorityinitsapprovalofanerosionandsedimenttheimprovementsshownontheCountyapprovedengineering Vito Cetta, ManagercontrolplanforthelanddisturbingactivityThesesteeper slopes shall not exceed a gradient of two (2) feet of horizontal drawings titled Development Concept Plan, sheet 4 dated 10-21 13 LU distance for each one (1) foot of vertical rise or fall, unless the and revised on 8.29 14 as prepared by Alan Franklin, PE, for both COMMONWEALTH OF VIRGINIA County Engineer finds that the grading recommendations for Scottsville Road and Avon Extended The improvements shall be C ITY/QQ_LINIY OF __0 b to wit. ry Ul steeper slopes have adequately addressed the impacts. designed and constructed to the County and VDOT standards, De) Surface drainage may flow across up to three (3) lots before including the design and construction of related drainage, slope and being collected in a storm sewer or directed to a drainage way utility easements as applicable These improvements shall be The foregoing instrument was acknowledged before me this day of 0 0 outside of the lots completed and approved by VDOT and the County prior to the first 201# by Vito Getta, Manager of Barracks Heights, LLC, af) No surface drainage across a residential lot shall have more cre of land drainage to it.. than one-half (I.P2) a I certificate of occupancy for any structureon the Property As part of Virginia limited liability company Uthisprocess, the dedication to public use shall be completed at the rn 0 LU LU V) 30B NO. 112066 SCALE N/A SHEET NO. 8 3 K afLIJ Ld n Z JJ 0 00 V) U) F 0- X 41 30 is V) r_ 0 0 0 0 71 0 0 0 0 0 E Ld Li V) K JJ 0 0 0- 0 E 0U) CD WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS 1 • 1' 1 111 SHEET NO. DRAWING NO. TITLE . ALBEMARLE COUNTY, VIRGINIA 1 OF 23 C-1 COVER SHEET 2 OF 23 C-2 GENERAL NOTES, ABBREVIATIONS AND LEGEND 3 OF 23 C-3 EARTHWORK SPECIFICATIONS 4 OF 23 C-4 OVERALL SITE MAP AND EXISTING INTERSECTION LAYOUT 5 OF 23 C-5 EXISTING SITE CONDITIONS, SOILS SURVEY, AND STEEP SLOPES 6 OF 23 C-6 DEMOLITION PLAN 7 OF 23 C-7 SITE LAYOUT PLAN, PAVEMENT MARKING AND SIGNAGE PLAN 8 OF 23 C-8 GRADING AND DRAINAGE PLAN 9 OF 23 C-9 PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE SIGHT DISTANCE PLAN AND PROFILE 10 OF 23 C-10 TRAFFIC CONTROL NOTES AND DETAILS 11 OF 23 C-11 ROAD AND STORM DRAINAGE DETAILS 12 15 OF OF 23 E3 C-12 STORIA DRAIN PROFILES AND CALCULATIONS 18 OF 23 e 15 L—KEY ERe.S!eN AND SEBIMEN:F ewffleE PLAN LANDSCAPING — SITE PLAN 19 OF 23 L1.0 LANDSCAPING -- SITE PLAN: MAIN GATE 20 OF 23 L1.10 LANDSCAPING — SITE PLAN: GATE HOUSE 21 OF 23 L5.0 LANDSCAPING — SITE DETAILS 22 OF 23 L5.10 LANDSCAPING — SITE DETAILS 23 OF 23 L6.0 LANDSCAPING — LIGHTING 1 1 ADDRESS COUNTY COMMENTS TEAM 1 08/17/181 2 1 ADDRESS COUNTY COMMENTS TEAM 1 09/20/181 m SHEET REVISION BY I DATE I NO. SHEET REVISION PANTOPS SHOPPING CENTER DARDEN TOWE PARK r- WNV ASSOCIATES AVEMORE WESTMINSTER -CANTERBURY OF THE BLUE RIDGE RIVER i PANTOPS VIEW MOUNTAIN ROAD PARK SITE vgG gp, RRISGI 01rPT' 7,ATA isWe.._. e. K WESTMINSTER—CANTERBURY OF THE BLUE RIDGE 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VIRGINIA 22911 ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 434) 984-2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY' AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO WESTMINSTER—CANTERBURY OF THE BLUE RIDGE, 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. 1594, PG. 087, AND IS INDICATED AS TAX MAP PARCEL TMP 78-055A6 AND 78-055A7. SOURCE OF BOUNDARY SURVEY: TIMMONS GROUP DATED: JUNE 8, 2016 SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY PERFORMED DURING THE MONTH OF MARCH 2016 WITH ADDITIONAL FIELD VERIFICATION BY WW ASSOCIATES COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIVANNA WATER PROTECTION AREA: N/A (NON—WATER SUPPLY WATERSHED) TAX MAP/PARCEL: 78-055A6 AND 78-055A7 ZONING: PRD (PLANNED RESIDENTIAL DEVELOPMENT) MARTHA —/ i"" 1 1KEswrcg ____ JEFFERSONEFFRON a......RIVANNARIVER no% ZMA RELATED 'TO PROFFERS ZMA-1987-00009, ZMA-1997-00003 AND ZMA-1999-00009 VICINITY MAP SCALE: SCALE: 1 "=2000' AT,RF.MART,F. COTTNTY DF,PARTMFNT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER Yui' I INSPECTIONS J ARB n. DEPARTMENT OF FIRE & RESCUEI' ALBERMARLE COUNTY SERVICE AUTHORITY' VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT RICHMOND ROAD (U.S. 250). FUNCTIONAL CLASIFICATION: OTHER PRINCIPAL ARTERIAL POSTED SPEED 45 MPH 2017 MDT: 40,000 VPD L c. N6. 1225 .lam BY DATE OVERLAY DISTRICT: ENTRANCE CORRIDOR NOTES: 1. THE PURPIOSE OF THIS PROJECT IS TO CONSTRUCT ROAD AND SIGNAGE IMPROVEMENTS TO THE PANTOPS MOUNTAIN ROAD ENTRANCE TO WESMINSTER—CANTERBURY OF THE BLUE RIDGE. 2. TOPOGRAPIHY AND SITE FEATURES REPRESENTED ARE FROM THE AERIAL SURVEY NOTED. 3. SITE UTILITIES HAVE BEEN DERIVED FROM EXISTING PLANS, AERIAL AND PHYSICAL SURVEY. 4. PANTOPS MOUNTAIN ROAD IS A PRIVATE STREET AND MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 5. MAINTAIN ACCESS FROM U.S ROUTE 250 TO EXISTING DEVELOPMENT AT ALL TIMES. WHEN CROSSING ROADWAY IS REQUIRED, INSTALL PROTECTIVE CONSTRUCTION MATTING AND WARNING SIGNS. PROVIDE FLAG MEN AND ANY OTHER TRAFFIC CONTROLS, INCLUDING TEMPORARY LANES AS REQUIRED TO MAINTAIN ACCESS. 6. STREET SIGNS AND PAVEMENT MARKINGS SHALL BE INSTALLED AS SHOWN ON THE PAVEMENT MARKING AND SIGNAGE FLAN (DRAWING C-7). 7. TRAFFIC SIGNAL CONTROLS AND RELATED APPURTENANCES SHALL BE RELOCATED UNDER THE SUPERVISION OF VDOT AND COORDINATED WITH THE SITE CONTRACTOR. 8. FIBER OPTIC JUNCTION BOX AND RELATED APPURTENANCES SHALL BE ADJUSTED OR RELOCATED UNDER THE SUPERVISION OF CENTURY LINK AND COORDINATED WITH THE SITE CONTRACTOR. 9. THE CONTRACTOR SHALL IDENTIFY ALL UTILITIES WITHIN THE WORK AREA. UTILITIES MUST BE LOCATED BY NON—DESTRUCTIVE POTHOLING EVERY 50 FEET WITHIN THE PROJECT AREA AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM THE PLANS. 10. THE USE SOF THIS PROPERTY IS NOT CHANGING WITH THIS PLAN SUBMISSION, THEREFORE PARKING HAS NOT BEEN ADJUSTED., 11. THERE ARIE NO WETLANDS OR STREAM BUFFERS WITHIN THE LIMITS OF DISTURBANCE. 12. STEP SLOPES SHOWN ON THIS PLAN ARE MANAGED SLOPES AS IDENTIFIED ON THE ALBEMARLE COUNTY CRITICAL RESOURCE: MAP. 13. THE U.S. ROUTE 250/PANTOPS MOUNTAIN ROAD EXISTING SIGNALIZED INTERSECTION IS CONTROLLED BY `°NSYNC" CAMERA/C,OMPUTER SYSTEM. THIS SYSTEM WILL BE ADJUSTED AS BASED ON THE NEW STOP BAR LOCATION BY THE CONTRACTOR AND COORDINATED WITH VDOT. PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE — MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA TITLE: COVER SHEET FILE NAME: DISCIPLINE: SCALE: DATE: 501111 C_CS-1.dwg CIVIL H: AS SHOWN 06104118V. N/A SET REV. NO. 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 Of 23 DESIGNED BY: DMJ ENGINE ERS DRAWN BY: WESURVEYORS DSB PLANNERS DIHR BY: AsSOCIATES HFN PO Box 4119 3040 Avemore Square Pl. Lynhbure, VA 24502 VA 22911 WWA NUMBER: Phone: 434.316.6080 Phone: 434.984.2700 v,, -associates ne[ 215011.11 PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE — MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA TITLE: COVER SHEET FILE NAME: DISCIPLINE: SCALE: DATE: 501111 C_CS-1.dwg CIVIL H: AS SHOWN 06104118V. N/A SET REV. NO. 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 Of 23 W I`? ALBEMARLE COUNTY GENERAL NOTES: DESIGNED BY. DMJ PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA GENERAL CONSTRUCTION NOTES FOR SITE PLANS DRAWN BY: DSB RAWING NUMBER: C-2 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, 17, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED SHEET NUMBER: 2 of , SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FILE NAME: 501111C-ND-1.dwg FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN SCALE: V. N/A NIA V. FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Ga AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. EROSION CONTROL INSPECTOR. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT F ANY CLEARING, GRADING OR OTHER CONSTRUCTION. BOUNDARY RIGHT-OF-WAY®--RJW- 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF t-.- REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. BUSH LINE 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS 1000SF. CATV OVERHEAD THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN iiORDERTOSTABILIZEADRAINAGECHANNEL. CAN UNDER GROUND ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM INSPECTOR. TELEPHONE OVERHEADTRAFFICCONTROLDEVICESANDVIRGINIASUPPLEMENT. 19, MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE TELEPHONE UNDER GROUND RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE PIPE -CLASS III. REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). EASEMENT CONSTRUCTION AND GRADING RESEEDED WHEN NECESSARY TO ACHIEVE A GOAD STAND OF GRASS. SILT FENCE Q AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT EASEMENT SLOPE MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE GENERAL CONSTRUCTION NOTES FOR STREETS REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO EASEMENT STORM LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO EASEMENT STORMWATER MANAGEMENT INSPECTOR. EASEMENT THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 EASEMENT UTILITIES CURRENT EDITION OF THE VDOT ROAD AND BRIDGE STANDARDS. YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC EASEMENT WATER 17-204G.) RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN FENCE BARBED WIRE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. WATERCOURSE. GUARD RAIL WATER PROTECTION ORDINANCE SECTION 17-207B.) 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE FENCE CHAIN LINK END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. WW ASSOCIATES GENERAL NOTES: ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE FENCE WOOD- c+--- - OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE 0 0 o FENCE WOVEN WIRE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT GENERAL UTILITY NOTES SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE 1, EXISTING UNDERGROUND UTILITIES ARE BASED ON MARKS PROVIDED BY MISS FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO UTILITY OF VIRGINIA. CONTACT MISS UTILITY (TELEPHONE NO. 811) 48 HOURS TOP OF BANK SEVEN (7) FEET. TOB TOB PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED. THE 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ELECTRIC OVERHEAD CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY 2, ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. RAILROAD CENTERLINE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO PERFORM TEST PITS BY 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH NON-DESTRUCTIVE POTHOLING (SEE NOTE 9 ON DWG. C-1) IN ADVANCE OF STREAM CENTERLINE SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRIC-TLY TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT 7, ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT PAVEMENT ASPHALT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL ROAD CENTERLINE AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR SANITARY FORCEMAIN PURCHASING OR ORDERING ANY PRECAST STRUCTURES. FM FM UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE 3o ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE SANITARY SEWER COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. SAN MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED STORM SEWER ACCORDING TO COUNTY STANDARDS. BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 4, ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT TOPO MAJOR CONTOUR THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCE''SS. 50' AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE TOPO MINOR CONTOUR STANDARDS AND THE PROJECT SPECIFICATIONS. 502 DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SPECIFICATIONS SECTION 302 AND SECTION 252 AND AS SPECIFIED ON THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 6. DRAWINGS. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE 12. SHOWN ON THE ROAD PROFILES. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND UTILITY UNDER GROUND THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO 7, SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETEINSPECTIONSHALLBECONDUCTEDINACCORDANCEWITHVDOT'S VIDEO CAMERA WATERLINE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. W ---- W W INSPECTION PROCEDURE. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN WETLAND LIMITS FOUR FEET OF ANY FIRE HYDRANT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 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 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND PLANS. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. AFF MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA 12• WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN REQUIRED EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR AHD ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER GALV GALVANIZED 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. RIGHT AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE RIGHT OF WAY AS THE FIRST STEP IN CLEARING. BC SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE SANITARY SEWER ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. BF MAINTAINED ON THE SITE AT ALL TIMES. HC HANDICAP SBL 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICA117ED COORDINATION NOTES HDPE HIGH DENSITY POLYETHELENE ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE STORM DRAIN BM AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR STORM DRAIN MANHOLE TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE 6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION SQUAREPERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, BOVCONTROLMEASURESNECESSARYTOPREVENTEROSIONANDSEDIMENTATIONAS INV INVERTANDALBEMARLECOUNTYBUSINESSLICENSE. CONTRACTOR SHALL OBTAIN VDOT STAINLESS STEEL DETERMINED BY THE PLAN APPROVING AUTHORITY. CANLAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES)' AT SANITARY SEWER MIANHOLE NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING CG ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL IRF IRON PIN FOUND APPLICATION FEES AND REQUIRED BONDING COSTS. STATION FINAL STABILIZATION IS ACHIEVED. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED STANDARD EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAIDFILTERINGDEVICE. JB JUNCTION BOX EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND C.L. ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED LAT LATERAL AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR SIDEWALK IN THE RECORDED EASEMENT. CMP CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF TO BE ABANDONED BE MADE IMMEDIATELY. CO PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. TBR CONSTRUCTION. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES TC SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, ANDI IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY BOUNDARY LINE CORNER OTHER DEBRIS. TS&V POLES. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE MH MANHOLE ZONING ORDINANCE SECTION 5.1.28. TYPICAL REQUIRED BY ALBEMARLE COUNTY CODE. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-3101 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP)GENERAL PERMIT: PREPARE UG OF THE CODE OF ALBEMARLE. D.I. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT NF NAIL FOUND STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND UNDERGROUND TELEPHONE SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. DIA CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT UGU OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, DUCTILE IRON PIPE INFORMATION. TELEPHONE NUMBER: (804) 698-4000. LION PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY EL ELEVATION PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, VB VERTICAL BEND 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR ELEC ELECTRIC O.C. ON CENTER CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ,ALL VEHICLES PER DAY EOP EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF PE POLYETHYLENE W WATER ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. EOTL EDGE OF TRAVEL LANE 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 WATER LINE 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 WATER METER EX OR EXIST EXISTING PROP PROPOSED WT WATERTIGHT SHEET REVISION BY I DATE I NO. SHEET REVISION I BY I DATE MISCELLANEOUS NOTES 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), 51003CO295D, 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. HORIZONTAL DATUM: NAD -83 VERTICAL DATUM: NAVD 88 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. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SMALL 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. 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. 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 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. 12. 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 OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. PRIOR 1170 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. 14. ALL PAWING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL (CONFORM TO CURRENT ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN 'ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORIDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE: "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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 SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 21. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. 22. CONTRACTOR SHALL ADJUST THE ELEVATION OF TOPS, PADS AND OTHER UTILITY RELATED APPURTENANCES TO MATCH THE FINISHED GRADE ELEVATION FOR ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. L'sw. AIM. i'4 j t 1, SYMBOL LEGEND EX. 1) BENCHMARK/FFE c BOLLARD O BORE HOLE BUILDING COLUMN BUSH 0 CABLE BOX CEMETERY CONIFEROUS TREE DECIDUOUS TREE kid- DRAINAGE INLET GRATE DRILL HOLE T ELECTRIC PANEL BOX DE ELECTRIC PEDESTAL ELECTRIC TRANSFORMER ELECTRIC MAN HOLE FIRE HYDRANT FLAG POLE O GAS MAN HOLE GM GAS METER GAS VALVE GENERATOR GROUND LIGHT GUY POLE HANDICAPPED PARKING 0 HEAT PUMP O IRON PIN 0 LIGHT POLE 16 MAILBOX 0 MONITORING WELL MONUMENT FOUND MONUMENT SET 8 PANEL POINT POWER METER 0 POWER POLE a -a ROAD SIGN SANITARY CLEAN OUT O SANITARY SEWER MAN HOLE SP SIAMESE CONNECTION SIGN SPRINKLER HEAD O STORM DRAIN MAN HOLE U TRAFFIC LIGHT POLE I) TELEPHONE MAN HOLE T TELEPHONE PEDESTAL G TELEPHONE POLE Z TELEPHONE JUNCTION BOX IP TEST PIT z TRAFFIC CONTROL BOX DI TRAFFIC JUNCTION BOX A TRAVERSE CJ UTILITY MARKER POST 0 UTILITY POLE O VENT PIPE O WATER MAN HOLE ATE; WATER METER X WATER VALVE WELL YARD GRATE ENGINE;ERs SURVEYORS PLANNIERS DESIGNED BY. DMJ PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA LINETYPE LEGEND DRAWN BY: DSB RAWING NUMBER: C-2 NEW DIHR BY: EXISTING HFW NEW SHEET NUMBER: 2 of , IWWA NUMBER: 215011.11 FILE NAME: 501111C-ND-1.dwg BUILDING OVERHEAD SCALE: V. N/A NIA V. DATE: 06104, 18 ADJACENT PROPERTY LINE Ga R/W- - --R/W- ADJACENT RIGHT-OF-WAY R/W- - - R/W- BUILDING COLUMN BOUNDARY PROPERTY LINE F R/W- - - -R/W- BOUNDARY RIGHT-OF-WAY®--RJW- BUILDING SETBACK t-.- BUSH LINE OHCT OHCT CATV OVERHEAD ii UGCT ----- UGCT CAN UNDER GROUND OHT - 01 -IT TELEPHONE OVERHEAD f UG-]--- UGT TELEPHONE UNDER GROUND DITCH CENTER LINE Q EASEMENT CONSTRUCTION AND GRADING Q EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM GO EASEMENT STORMWATER MANAGEMENT EASEMENT EASEMENT UTILITIES EASEMENT WATER 0 X x x- x FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK O O O Q o FENCE WOOD- c+--- - 0 0 o FENCE WOVEN WIRE C G G GAS UNDER GROUND l TOB TOB TOP OF BANK TOB TOB 01 -IE 01 -IE ELECTRIC OVERHEAD UGE UGE ELECTRIC UNDER GROUND RAILROAD CENTERLINE 0 STREAM CENTERLINE H 717_-__T11_117__ PAVEMENT ASPHALT ROAD CENTERLINE 0 FM FM SANITARY FORCEMAIN FM FM SAN SAN SANITARY SEWER SAN y W STORM SEWER 500 TOPO MAJOR CONTOUR 50' 502 TOPO MINOR CONTOUR 502 TREELINE OHU OHU UTILITY OVERHEAD UGU UGU UTILITY UNDER GROUND Fol VV W W WATERLINE W ---- W W TO WETLAND LIMITS m ABBREVIATIONS AFF ABOVE FINISHED FLOOR FOC FACE OF CURB REQ'D REQUIRED TP AHD AHEAD GALV GALVANIZED RT RIGHT im ARV AIR RELEASE VALVE GV GATE VALVE R/W RIGHT OF WAY BC BACK OF CURB HB HORIZONTAL BEND SAN SANITARY SEWER E3 BF BLIND FLANGE HC HANDICAP SBL SOUTH BOUND LANE BFF BASEMENT FINISHED FLOOR HDPE HIGH DENSITY POLYETHELENE SD STORM DRAIN BM BENCH MARK HK HOOK SDMH STORM DRAIN MANHOLE BACK ID INNER DIAMETER SQ SQUAREQBK BOV BLOW OFF VALVE INV INVERT S.S. STAINLESS STEEL CAN CABLE TELEVISION IPF IRON PIPE FOUND SSMH SANITARY SEWER MIANHOLE CG CURB & GUTTER IRF IRON PIN FOUND STA STATION GIP CAST IRON PIPE IRS IRON PIN SET STD STANDARD CENTER LINE JB JUNCTION BOX STL STEEL O C.L. CHAIN LINK LAT LATERAL SW SIDEWALK CMP CORRUGATED METAL PIPE LF LINEAR FEET TBA TO BE ABANDONED O CO CLEAN OUT LP LAMP POST TBR TO BE REMOVED CONC CONCRETE LT LEFT TC TOP OF CURB COR BOUNDARY LINE CORNER MF MONUMENT FOUND TS&V TAPPING SLEEVE AND VALVE CPP CORRUGATED PLASTIC PIPE MH MANHOLE TYP TYPICAL wv CY CUBIC YARDS NBL NORTH BOUND LANE UG UNDERGROUND D.I. DUCTILE IRON NF NAIL FOUND UGT UNDERGROUND TELEPHONE O DIA DIAMETER NS NAIL SET UGU UNDERGROUND UTILITY DIP DUCTILE IRON PIPE NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND ELEC ELECTRIC O.C. ON CENTER VHD VEHICLES PER DAY EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE WL WATER LINE EQPT EQUIPMENT PP POWER POLE WM WATER METER EX OR EXIST EXISTING PROP PROPOSED WT WATERTIGHT FF FINISHED FLOOR PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC FH FIRE HYDRANT PVC POLYVINYL CHLORIDE XING CROSSING FM FORCE MAIN PVMT PAVEMENT YDS YARDS RCP REINFORCED CONCRETE PIPE FL FLUORIDE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. ENGINE;ERs SURVEYORS PLANNIERS DESIGNED BY. DMJ PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA REV. NO. rET2 DRAWN BY: DSB RAWING NUMBER: C-2 TITLE: GENERAL NOTES, ABBREVIATIONS AND LEGENDDIHRBY: A-SSOCIATES Po sox 4119 3040Avemoresq,u:ue Lynchburg,VA24502 Cluiclohesvillz,VA-_911 Phone: 434.316.6080 Phone: 4349842700 N 4 LIS: HFW SHEET NUMBER: 2 of , IWWA NUMBER: 215011.11 FILE NAME: 501111C-ND-1.dwg DISCIPLINE: CIVIL SCALE: V. N/A NIA V. DATE: 06104, 18 1 EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1,1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1,1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE -MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING 34 CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 CQHESIONLESS 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 CORPS OF ENGINEERS "SAFETY ANID 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 OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN 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 SOIIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1,3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE, TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS 36 -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 LIMITS OF DISTURBANCE 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 SOF 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 SHAILL 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 INTENDEn 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 SPECIFIE© 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 BLAIDING, 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 INDIWIDUAL 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 1DEPTH 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 IIN-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 98% 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 IIN 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 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION 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, AND 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 REQUIRED TESTS FOR EACH MATTERIAL 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. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. 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. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/118 H 0 sfa Lic,z7a. 12251 4 v% WA ENGINFEERS SURVEYORS PLANNERS AsSOCIATES PO Boy 41 a 3040 Avemotz SgUaN Pi.OA Lynchburg, VA X4502 Cbarlottesviltc,VA X291( Phone: 434.3`6ti0oso` s"tPnonG'i` 434.ys4z o0 DESIGNED BY: DMJ PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SEMI- REV. NO. 22ADDRESSCOUNTYCOMMENTSTEAM09/20/118 DRAWN BY: DSe DRAWING NUMBER: TITLE: EARTHWORK SPECIFICATIONSDI"R BY: HFW SHIEET NUMBER: of ,' WWA NUMBER: 215011.11 FILE NAME: 501111 C_ND-2,dwg DISCIPLINE: CIVIL SCALE: H: NSA V. N/A DATE: 06104118 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE W J 0 Z Z Q 0 z IM A APPROXIMATE ( OF 15' GAS EASEMENT \ IF THIS DRAWING IS A REDUCTION DB 1 082 PG SGRAPHICSCALEMUBE USED J I \ = EXISTING LIGHT POLES TO BE RELOCATED O FtAGPotE SCALE: 1 " = 20' I EXISTING JUNCTION BOX 70 BE RELOCATED iRF 20' 0 20' z_ GENERAL DEMOLITION NOTES 0 1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, MErE ED SANITARY SEWER, WATER AND STORM DRAIN - AND SHALL COORDINATE PROPER PROTECTION, DEMOLITION, RELOCATE AND/OR J / ABANDONMENT WITH APPROPRIATE OWNER/UTILITY COMPANY. F. rR \ 2. UTILITIES MUST BE LOCATED BY NON-DESTRUCTIVE POTHOLING EVERY 50 FEET WITHIN THE PROJECT AREA. PANTOPS / / / / / / / / ' ` J — — ° 3. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO FAMILY / // / / // L Q \ G EX 15' GAS L EEA EMENT MEDICINE CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED EXCAVATION. O \ DB 2719 PG 7 Ex — 4. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF EXISTING CONCRETE CURBS, s 11 —\ - — uAR(ABLE (DTH 1 GUTTERS AND SIDEWALKS, BITUMINOUS CONCRETE PAVEMENTS, CONCRETE PADS, AND ALL MATERIALS OR VEGETATION/TREES CLEARED AND s UT(L(TY EASEMENT j \ `' / _ \ — DB 2442 Pc 370 STRIPPED TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENT AND WITHIN THE LIMITS OF CLEARING AND GRADING, COORDINATE WITHI DRAWING No. C-7 AND C-8. ALL DEMOLISHED ITEMS ARE TO BE REMOVED OFFSITE BY CONTRACTOR ,AT NO ADDITIONAL COST TO THE OWNER. 5 20- P / / / \ / i _ - 5. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO 530 / /y5o° / / s / / _\ I THE PROPERTY DUE TO THE CONTRACTORS ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER. EX 30' ACCESS --,,I 6. ELECTRIC SANITARY SEWER WATER AND FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE THE PROPERTY ANDEASEMENT . TELEPHONE, DB 2442 PG 370 ADJACENT PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. LIMITS OF CL RING 7. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS 4 AND GRADING BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. PlICAL OF8. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, FPROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL 0 BITUMINOUS CONCRETE PAVEMENTS, CURBS, CURB AND GUTTER AND SIDEWALK WITH DRAWING No. C-7 AND C-8. 9. SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED SHALL BE PROVIDED. EX VARIABLE WIDTH 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS WELL AS OSHA REGULATIONS. ENT5 D8UTILITY L2442A PG 370 y TYPICAL / 11. MAINTENANCE SHALL NOT IMPEDE C RCULAT ONEOR DURINGGCONSTRUCTION. TO ADJACENT USES OR PROPERTIES. COORDINATE WITH OWNER IRFL l 12. EXISTING PAVEMENT MARKING REMOVAL SHALL BE COORDINATED WITH VDOT. r- LOCATION DIMENSIONS, AND ELEVATION OF EXISTING STRUCTURES PIPING, AND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLEDEMOLISHEXISTINGPAVEMENTYg13. THE, , EX 15 DOMINION VIRGINIA A VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION TO HIS OWNTOTHEEXTENTNECESSARYTO / s ;;: / / DATA AND ARE APPROXIMATE THE CONTRACTOR SHALL INSTALL NEW STORM DRAIN PIPE / / ° '`'/ POWER EA\SMENT \ / SATISFACTION. THE DIAMETERS OF EXISTING PIPING ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO PERFORMING FINAL CONNECTIONS. i ( / DB 2548 PG .489 THE CONTRACTORS SHALL PERFORM NON-DESTRUCTIVE, AIR VACUUM POTHOLE WORK EVERY 50 FEET AND AT THE DISCRETION OF WW AND Ex VAR(A L WIDTH — / HORIZONTAL AND VERTICAL A NG UNDERGROUND UTILITIES AT NO ADDITIONAL COLIMITSOFCLEARINGANDGRADING / / ;` , UTILITY EASEMENT ---__ ASSOCIATES, INC., AND PROVIDE H TIC LOCATION OF EXISTING S TO DB 2442 PG 3,70 \ THE OWNER AS REQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITIES OR STRUCTURES. EXISTING UNDERGROUND UTILITIES ARE BASED ON MARKS PROVIDED BY MISS UTILITY OF VIRGINIA. CONTACT MISS UTILITY (TELEPHONE NO. 811) 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED. 14. CHANGES IN NEW PIPING FROM THAT SHOWN ON THE DRAWINGS, IN ORDER TO AVOID CONFLICTS WITH EXISTING ELECTRICAL SYSTEMS, APPROXIMATE of ` / l 2 / L - l MECHANICAL SYSTEMS, EQUIPMENT, STRUCTURES, OR EXISTING PIPING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER THElCONFLICTSARESHOWNORAREDISCOVEREDINTHEFIELD. LIKEWISE, ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS, MECHANICAL APPROXIMATE of 5' VIRGINIA_ELECTRIC AND \ 15' VIRGINIA ELECTRIC AND / / POWE COMPANY EASEMEfiFT o o _ EQUIPMENT, OR EXISTING PIPING IN ORDER TO ACCOMMODATE NEW PIPING AND EQUIPMENT SHALL BE THE RESPONSIBILITYSYSTEMS OF POWER COMPANY EASEMENT / DB 2524 PG 557 / l ' D8 2320 PG 20 - I - — THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE OWNER AND THE ENGINEER MUST APPROVE ALL SUCH CHANGES. Z / / \ / \ I '-_ --' - CD 15. MAINTAIN AND PROTECT ALL OVERHEAD AND UNDERGROUND ELECTRICAL, TELEPHONE, CABLE TV, WATER, GAS, SEWER, AND ALL OTHER APPROXIMATE F UTILITIES DURING ENTIRE CONSTRUCTION PERIOD. SEPTIC SYSTEM AND WATER SERVICE INTERRUPTIONS AND OTHER UTILITY OUTAGES WILL DB GAS EAS, \ / NOT BE ALLOWED. DB 1082 PG 307 / _ — — - _ _ - Z / ov so EXISTING FIBER OPTIC \ = 16. EXISTING SURFACE UTILITIES WITHIN THE LIMITS OF CLEARING AND GRADING SHALL BE ADJUSTED TO NEW FINISHED GRADE. o > :, \ VAULT TO B E RELOCATEDATED J EX VARIABLE WITH — _ 31:z / I2 `<:.:-\ ,-___ 04- '`- UTILITY EASEMENT EX 15' GAS LIN CEMENT DEMOLITION SCHEDULE is c DB 2719 PG 40 — EX COMMONWEALTH 506 5 pg 2442 37 — j = DEMOLISH EXISTING CURB TO THE EXTENT I / / 8 IU SENIOR LIVII SIGN- — - — — — — i f- / \ NECESSARY TO INSTALL NEW IMPROVEMENTS. EXISTING MINIMUM EDGE OF EXISTING rRAFFic Y \ = — / ___5o2- _ — _ PAVEMENT AS CABINET , IRF \\ — =- _ oo— - ' \ TRAVEL LANE 12 DEMOLISH EXISTING CONCRETE SIDEWALK TO THE DETERMINED IN FIELD 11F Czz E _ _ = -5_ _ — _ — \ A EXTENT NECESSARY TO INSTALL NEW IMPROVEMENTS. EX PAVEMENT f — — _ _ ' SECTION DUOINfNG t7 ROUTE 250 6 Ti 500 \ _ 496 ` \ =_ 490 i \ IRF — 408_ — 3 RELOCATE EXISTING JUNCTION BOX AND SUPPORTING RIGHT OF WAY (VARIABI Wl _ , 3 — - - — UNDERGROUND UTILITIES. T 494 _ > > >- > -> SMOOTH 504- — - _ —> -> SAW CUT RELOCATE EXISTING LIGHT POLES BEHIND NEW jam > > __— 492 _ U SIDEWALK. SEE DWG C-7. j \ U GT 4 9 5 EXISTING 1f REES TO BE REMOVED. 3 EXISTING MANHOLE\ \ EX PAVEMENT TO g covERs (TYPICAL) - M I \ \ \ RELOCATE EXISTING TRAFFIC CONTROL CABINET AND BE DEMOLISHED M 6 TII VSUPPORG UTILITIES. LIMNS OF CLEARING \ EXISTIN MANHOLE AND GRADING 20' DRAINAGE EASEMENT \ \ \ P NOT TO SCALESTRUCTUISNOT \ DB 1035 PG 354 \ AASRELOCATE OR ADJUST EXISTING FIBER OPTIC LINETOBEDISTURBED NECESSARY TO NEW GRADE. RICHMOND ROAD \ ERADICATE: EXISTING PAVEMENT MARKINGS. U.S. ROUTE 250 \ /off COORDINAITE WITH VDOT AND PROPERTY OWNER. s I ( VARIABLE WIDTH R/W) U), s \ I \ \ A EXISTING PAVEMENT TO BE DEMOLISHED. 1 01 W AADJUST EXISTING ABOVE -GROUND TELEPHONE AND ELECTRIC BOXES TO NEW GRADE. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 S DESIGNED BY: PROJECT. WESTMINSTER—CANTERBURY SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 TH O DMJ OF THE BLUE RIDGE - MINOR AMENDMENTeo ENGINEERS DRAWN BY: PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS 2v 3 SURVEYORSDse ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: It PLANNEIRS TITLE: t2C o ' m DEMOLITION PLAN N ASSOCIATESHFW f ,7/ PO Box 4119 3040AvemoreSquare Pl.DISCIPLINESCALEDATE. SHEET NUMBER: Lynchburg, VA 2450'_ ehartuuesvtne, VA 22911 WWA NUMBER: FILE NAME. : : Phone: 434.316.6030 Phone: 434.9842700 ~ y 6 o{ 23ONA215011.11 501111C_DM-1.dwg CIVIL H: 1 =20 06 04 18 7 e ah:, :el V: N A NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE PAVEMENT MARKGIN AND SIGNAGE LEGEND ID ITEM (SPECIFICATION) DESCRIPTION a STOP SIGN MUTCD R1-1) TQP MOUNTED ON STP -1 POST KEEP RIGHT SIGN MUTCD R4-7) MOUNTED ON STP -1 POST 6" SINGLE SOLID WHITE LINE (TYP) 4" SINGLE SOLID YELLOW LINE (TYP) 4" DOUBLE SOLID YELLOW LINE (TYP) 4" SINGLE SOLID WHITE LINE (TYP) 4" SINGLE MINI—SKIP WHITE LINE (TYP) Fg 24" SINGLE SOLID WHITE LINE (TYP) 10 PAVEMENT MESSAGE MARKING (TYP) TMP 7855A MEDICAL ENTERPRISES CROUP ASSOCIATES, LLC PB 17 P 642 D8 3337 PC 167 ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL r• L v w a IRELOCATEDTRAFFIC p _ CONTROL CABINET CG' -2 71 R180' NEW SIGN AND WALL. SEE LANDSCAPE -ARC DRAWINGS FOR DESIGN. SHOWN FOR INFORMATION ONLY. f SEPARATE PERMIT REQUIRED. I r CG 12B R2' to v EXISTING VDOT TRAFFIC D 9 SIGNAL POLE TO REMAIN Q l 42 D° I 4 R35.5' ' CG -6 v\ M M 5 cc co VDOT CG -12 MEDIAN "' " "'`' AND REFUGE ISLAND o WITH CUT—THROUGH TYPE M2, SEE cv DETAIL DRAWING PH. NUMBER C-11 I 3 1 ADDRESS COUNTY COMMENTS TEAM 08/17/163 v 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 0 04 r - JNO, SHEET REVISION BY DATE NO. DESIGNED BY. PROJECT. WESTMINSTER- CANTERBURY SET REV. NO. W_ DMJ OF THE BLUE RIDGE —MINOR AMENDMENT ENGINEERS DRAWN BY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS J SURVEYORS DSe ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: R''...:. ,ro PLANNERS TITLE: 5 DiHR BY: SITE LAYOUT PLAN, C-7 Lac, 7a. 122 57 AsSOCIATES HFW PAVEMENT MARKING AND SIGNAGE PLAN s SHEET NUMBER: PO 13oz 4119 3040 Avemore Square PI. 1y„chh rg,vA24so2 Cbartottesville,VA2»11 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: q Phone: 434.316.6050 Phone: 434.9842700 CIVIL H: 1"- 20f 118 7 of 3 SHEET REVISION BY DATE S 215011.11 501111C—SP-1.dwg f 05 0 4xv,`a^,ti.vr;rzss•:ci GC:.ti.net V. NIA i 0 L Z Q cc 0 Z rn 0 s v r 3 I VI 0 v a 3 514- o \ / 512 X08 _ _ _ 506— 502- \ \ \ \ \ \ \ \ 540— nl EXISTING TREES ARE TO BE LIMBED \ soo \ / \ \ \ \ R/Vq \ - FROM THE GROUND SURFACE UP Sp0\ Op \ ::. „ {{; _ ,, .. :,. :. ,/ \ S9Y TO 5' TO PROVIDE xSIGHT / DISTANCECO f IF THISDRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 - 20 UCT 0 0 - -- uul Er)_ cu 400 12 R SITD/ h;\ Ucr 4, 0000/ E. DINCE_ , — ' \ . \ \ \ / \ — a b o _ 2 5 {2g5 , Si 1 OFFS T \ \ cT\ / \ \ Rw 98 GHT D/STAN \ 11+53 i_ X UGT N I ' / / / 4 END SIGHT DISTANCE ESMT ~\ 10+43 BEGFN . SIGHT AYE c4 o a OCT. DISTANCE ESMT UGT UGT— UG -1 O \ so 530\\ I \ o \ \ 7,3 60 PANTOPS MOUNTAIN ROAD \ \ \o O \ / PHASE 2 .ENTRANCE SIGHT DISTANCE PLAN VIEW U 12+00 11+50 11+00 10+50 10+00 ckc IF THIS DRAWING IS A REDUCTION PROFILE VIEW: 3 GRAPHIC SCALE MUST BE USED SIGHT DISTANCE LEFT HORZ: 1" = 20' 20' 0 20' 0 Lv 10' 0 10' n VERT: 1" = 10' 0 z 1 ADDRESS COUNTY COMMENTS TEAM 08/17/16 2 ADDRESS COUNTY COMMENTS TEAM 09/20/16 0ul N N0. I SHEET REVISION I BY I DATE I N0. I SHEET REVISION I BY DATE I INA I_ 525 525 EYE -9 NEW ENTRANCE 520 4 520 w 515 515 510 510 OF SIGHT DISTANCE 505 Gv_ 505 OF StGtiT DISTANCE LEFF 530 525 525 500 500 W 520 520 495 495 w 515 515 490 490 AMC F 510 510 485 485 U 12+00 11+50 11+00 10+50 10+00 ckc IF THIS DRAWING IS A REDUCTION PROFILE VIEW: 3 GRAPHIC SCALE MUST BE USED SIGHT DISTANCE LEFT HORZ: 1" = 20' 20' 0 20' 0 Lv 10' 0 10' n VERT: 1" = 10' 0 z 1 ADDRESS COUNTY COMMENTS TEAM 08/17/16 2 ADDRESS COUNTY COMMENTS TEAM 09/20/16 0ul N N0. I SHEET REVISION I BY I DATE I N0. I SHEET REVISION I BY DATE I INA I_ 10+00 10+50 11+00 11+50 PROFILE VIEW: SIGHT DISTANCE RIGHT Iw - i ENGINEERS SURVEYORSW"p PLANNERS T IES PO Box 4119 3040 Avemore Sgtoare PI. Lynchburg, VA 24502 Cl azlwte illi, VA1 22911 Phone: 434.316-6080 Phone: 434.9841.2700 a,wiv.wwass,ociate s.u:.! 12+00 12+50 DESIGNED BY: PROJECT: WESTMINSTER—CANTERBURY SET' REV. NO. DMJ OF THE BLUE RIDGE — MINOR AMENDMENT DRAWN BY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS DSe ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE C-9 HFINHFW SIGHT DISTANCE PLAN AND PROFILE SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CIVIL H: 1 20 215011.11 501111C-PP-1.dwg V. in. -101 = 0610418 f, 550 550 545 545 w 540 540 535 GRADE @ 535 OF SIGHT DISTANCE 530 530 525 525 520 520 w 515 515 AMC F 510 510 505 505 10+00 10+50 11+00 11+50 PROFILE VIEW: SIGHT DISTANCE RIGHT Iw - i ENGINEERS SURVEYORSW"p PLANNERS T IES PO Box 4119 3040 Avemore Sgtoare PI. Lynchburg, VA 24502 Cl azlwte illi, VA1 22911 Phone: 434.316-6080 Phone: 434.9841.2700 a,wiv.wwass,ociate s.u:.! 12+00 12+50 DESIGNED BY: PROJECT: WESTMINSTER—CANTERBURY SET' REV. NO. DMJ OF THE BLUE RIDGE — MINOR AMENDMENT DRAWN BY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS DSe ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE C-9 HFINHFW SIGHT DISTANCE PLAN AND PROFILE SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CIVIL H: 1 20 215011.11 501111C-PP-1.dwg V. in. -101 = 0610418 f, AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ATSSA AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION EPA ENVIRONMENTAL PROTECTION AGENCY FHWA FEDERAL HIGHWAY ADMINISTRATION IIM-LD LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM MASH MANUAL FOR ACCESSING SAFETY HARDWARE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NCHRP NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM SHSM STANDARD HIGHWAY SIGNS AND MARKINGS BOOK TCP TRAFFIC CONTROL PLAN TMP TRANSPORTATION MANAGEMENT PLAN TOC TRANSPORTATION OPERATIONS CENTER TTC TEMPORARY TRAFFIC CONTROL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VSHS 2011 VIRGINIA STANDARD HIGHWAY SIGNS BOOK VSP VIRGINIA STATE POLICE WAPM WORK AREA PROTECTION MANUAL WZTC WORK ZONE TRAFFIC CONTROL TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1, THE WORK ZONE OF THE CONTRACT WORK IS GENERALLY ALONG U.S. ROUTE 250, RICHMOND ROAD AT THE INTERSECTION WITH PANTOPS MOUNTAIN ROAD IN ALBEMARLE COUNTY, VIRGINIA. THIS IS A TYPE "A" TRAFFIC MANAGEMENT PLAN. OFF SITE DETOURS ARE NOT NEEDED. 2. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PERFORM THE WORK IN ACCORDANCE WITH THE FOLLOWING: a. GENERALLY, CONSTRUCTION ACTIVITIES WILL BE CONDUCTED WHILE ROADWAY TRAVEL IS TEMPORARILY LIMITED. NOTIFICATION SHALL BE IN ACCORDANCE WITH THE VDOT PERMIT AND THE PUBLIC COMMUNICATIONS PLAN. b. IT IS ANTICIPATED THAT THE FOLLOWING VIRGINIA WORK AREA PROTECTION MANUAL TYPICAL TRAFFIC CONTROL APPLICATIONS WILL BE USED TO PERFORM THE CONTRACT WORK: TTC-5.1. DURING PERIODS THAT OPERATIONS ARE PERFORMED UNDER TRAFFIC, THE SPEED LIMIT SHALL BE, AS POSTED. IN ADDITION "ROAD WORK AHEAD" SIGNS SHALL BE PLACED IN ADVANCE OF THE WORK ZONE. c. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN, INCLUDING ALL PROPOSED LANE AND SHOULDER CLOSURES AT LEAST TWO WEEKS IN ADVANCE OF THE ACTUAL CLOSURES TO FACILITATE REVIEW AND APPROVAL d. THE CONTRACTOR SHALL SUBMIT THE FINAL PLAN OF ALL PROPOSED LANE AND SHOULDER CLOSURES BY CLOSE OF BUSINESS WEDNESDAY FOR WORK IN THE FOLLOWING WEEK REQUIRING THE LANE OR SHOULDER CLOSURES IN ORDER FOR THE DEPARTMENT TO NOTIFY THE GENERAL PUBLIC„ APPROPRIATE PUBLIC ENTITIES, TRAFFIC MANAGEMENT CENTER, AND THE REGIONAL TRAFFIC ENGINEER. e. AN ONSITE REVIEW OF THE PROJECT'S WORK ZONE TRAFFIC CONTROL BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR SHALL BE CONDUCTED WITHIN 24 HOURS OF ANY FATAL INCIDENT/CRASH WITHIN THE WORK ZONE. f, PERIODIC WORK ZONE REVIEWS SHALL BE CONDUCTED JOINTLY BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR. g. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPPLIED, INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. h. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. i. CONSTRUCTION SIGNS AND DEVICES SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION, STANDARD HIGHWAY SIGN MANUAL, VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION, 2008 ROAD AND BRIDGE STANDARDS 2007 ROAD AND BRIDGE SPECIFICATIONS AND NATIONAL CORPORATION HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350. j. ALL SIGNS WILL BE EITHER REMOVED FROM THE ROADWAY WHEN NOT NEEDED OR COVERED PER SECTION 6F.03 OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION. k. SOME SKETCHES AND DRAWINGS ARE NOT TO SCALE AND SHALL BE USED FOR REFERENCE ONLY. 1. TRAFFIC CONSISTS OF COMMUTERS, RESIDENTS AND TRUCKS. m.DEVICES THAT HAVE LOST SIGNIFICANT LEGIBILITY SHALL BE PROMPTLY REPLACED IN ACOORDANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION'S (ATSSA) "QUALITY STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLICATION. n. TEMPORARY TRAFFIC CONTROL DEVICES AND HARDWARE SHALL COMPLY WITH SECTION 6F.01 OF THE VIRGINIA WAPM, 2011 REVISION 1 EDITION. SIGN SIZE SHALL COMPLY WITH TABLE 6F-1 OF THE VIRGINIA WAPM, 2011 REVISION 1 EDITION FOR NON -RESTRICTED RIGHT-OF-WAY ROAD. 3, GROUP 2 CHANNELIZING DEVICES ARE TO BE PLACED AS DIRECTED BY THE ENGINEER, PER VIRGINIA WAPM, 2011 (REVISION 1) EDITION, APPENDIX A. 4. WORK HOURS SHALL GENERALLY BE BETWEEN THE HOURS OF 9:00 A.M. AND 3:30 P..M. IF ALTERNATE WORK HOURS ARE NEEDED, THEY WILL BE EVALUATED ON A CASE BY CASE BASIS. SOME NIGHT WORK MAY BE REQUIRED IN AREAS WITH SIGNIFICANT TRAFFIC IMPACTS. HOLIDAY RESTRICTIONS OUTLINED IN THE 2007 ROAD AND BRIDGE SPECIFICATIONS SECTION 108.02. 5. LANE CLOSURES ARE RESTRICTED TO WORK HOURS FROM 8:00 PM THROUGH 6:00 AW. 6. TEMPORARY LANE WIDTHS NOT TO BE LESS THAN EXISTING LANE WIDTH WITH DESIRABILE BEING 11' MINIMUM, WITHOUT CONCURRENCE OF THE REGIONAL TRAFFIC ENGINEER. 7. NO OBSTACLE WILL INTERFERE WITH SIGHT DISTANCES OF ENTRANCES AND INTERSECTIION& MATERIALS AND EQUIPMENT SHALL BE STORED OUTSIDE OF THE DESIGNATED CLEAR ZONE WITHIN STATE R/W. 8. PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED PER THE VIRGINIA WORK AREA PROTECTION MANUAL, OR AS DIRECTED BY THE ENGINEER, 9. VDOT WILL NOT ASSIST CONTRACTOR IN SECURING STAGING AREA FOR EQUIPMENT AND MATERIALS WITHIN THE STATE R/W. 10. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE ENTRANCES DURING OPERATIONS. 11. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACES AT THE CONCLUSION OF EACH WORKDAY SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COSTS FOR PLACING, MAINTAINING AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID OR OTHER ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED TO PREVENT PONDING OF WATER ON THE ROADWAY AND ADJACENT PROPERTIES AT NO ADDITIONAL COST. 13. CONTRACTOR SHALL PROTECT ANY EXISTING GUARDRAIL AND SUPPORTS WITHIN CONSTRUCTION AREA FROM DAMAGE. ANY GUARDRAIL OR SUPPORTS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO PRE -CONSTRUCTION CONDITIONS BY THE CONTFRACTOR. 14. ALL TRENCH EXCAVATIONS LOCATED WITHIN THE CLEAR ZONE THAT ARE NOT PROTECTED SHALL BE BACKFILLED AT THE CONCLUSION OF EACH WORK DAY. 15. MAINTENANCE OF TRAFFIC SHALL BE DONE 1N ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION AND ANY REVISIONS AND WITH CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16, ALL COORDINATION FOR MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE CULPEPER DISTRICT LAND USE PERMITS OFFICE. THE CONTACT NUMBERS ARE: CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540-829-7500 VDOT INSPECTOR - 540-829-7500 17. MODIFICATIONS OF PLAN MAY BE REQUIRED BY VDOT PERSONNEL BASED ON CHANGED CONDITIONS OR CONCERN FOR SAFETY AND HANDLING OF TRAFFIC. LOCATIONS OF TEMPORARY TRAFFIC CONTROLS SHOWN ARE BASED ON CURRENT DESIGN PLANS. ACTUAL LIMITS OF TEMPORARY TRAFFIC CONTROLS MAY BE ADJUSTED BASED ON FIELD REVISIONS, IF NECESSARY. 18. THIS TRAFFIC MANAGEMENT PLAN WAS PREPARED BY DAVID M. JENSEN, P.E. WHO SUICCESSFULLY COMPLETED THE ADVANCED WZTC COURSE IN JULY 2011. VAPM SECTION 6F.75 DRUMS STANDARD: DRUMS (SEE FIGURE 6F-9) USED FOR ROAD USER WARNING OR CHANNELIZATION SHALL BE: CONSTRUCTED OF LIGHTWEIGHT, DEFORMABLE MATERIALS. THEY SHALL BE A MINIMUM OF 36 INCH IN HEIGHT AND HAVE AT LEAST AN 18 INCH MINIMUM WIDTH REGARDLESS OF ORIENTATION. METAL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 6 INCHES WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES WITH THE TOP STRIPE BEING ORANGE AND SHALL BE IN COMPLIANCE WITH SECTION 247 OF THE ROAD AND BRIDGE SPECIFICATIONS. ANY NON -RETRO-REFLECTORIZED SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES SHALL NOT EXCEED 3 INCHES WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION DEBRIS OR OTHER DEBRIS. SUPPORT: DRUMS ARE HIGHLY VISIBLE, HAVE GOOD TARGET VALUE, GIVE THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS. THEY ARE PORTABLE ENOUGH TO BE SHIFTED FROM PLACE TO PLACE WITHIN A TTC ZONE IN ORDER TO ACCOMMODATE CHANGING CONDITIONS, BUT ARE GENERALLY USED IN SITUATIONS WHERE THEY WILL REMAIN IN PLACE FOR A PROLONGED PERIOD OF TIME. OPTION: ALTHOUGH DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE ROAD USER FLOW. THEY MAY ALSO BE USED ALONE OR IN GROUPS TO MARK SPECIFIC LOCATIONS. GUIDANCE: DRUMS SHALL NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR AS PEDESTRIAN BARRIERS IN TTC ZONES ON OR ALONG SIDEWALKS UNLESS THEY ARE CONTINUOUS BETWEEN INDIVIDUAL DEVICES AND DETECTABLE TO USERS OF LONG CANES. DRUMS SHALL NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO THE EXTENT THAT WOULD MAKE THEM HAZARDOUS TO ROAD USERS OR WORKERS WHEN STRUCK. DRUMS USED IN REGIONS SUSCEPTIBLE TO FREEZING SHALL HAVE DRAIN HOLES IN THE BOTTOM SO THAT WATER WILL NOT ACCUMULATE AND FREEZE CAUSING A HAZARD IF STRUCK BY A ROAD USER. STANDARD: BALLAST SHALL NOT BE PLACED ON THE TOP OF A DRUM. DRUMS SHALL BE ADEQUATELY BALLASTED TO PREVENT MOVEMENT BY PASSING VEHICLES. WEIGHTED COLLARS SHALL LAY FLAT ON THE GROUND OR ROADWAY AROUND THE BOTTOM OF DRUMS, AND SHALL BE THE APPROVED TYPE AND SIZE FOR THAT PARTICULAR DEVICE. GUIDANCE: DRUMS THAT USE WEIGHTED COLLARS FOR BALLAST SHALL USE A MINIMUM OF 2 DRUM COLLARS WHEN PLACED WITHIN 12 FEET OF ACTIVE TRAVEL LANES TO ENSURE STABILITY. STANDARD: DRUMS SHALL BE USED IN ALL UNMANNED WORK ZONE LOCATIONS, AND IN ALL MERGING AND SHIFTING TAPERS FOR NIGHTTIME OPERATIONS. TEMPORARY TRAFFIC CONTROL'IMAINTENANCE OF TRAFFIC PLAN NARRATIVE THIS PLAN PROVIDES ENTRANCE IMPROVEMENTS FOR PANTOPS MOUNTAIN ROAD (PRIVATELY OWNED AND MAINTAINED) AT U.S. ROUTE 250 - RICHMOND ROAD (PRIVATELY OWNED AND MAINTAINED) TO SERVE THE EXISTING WESTMINSTER CANTERBURY OF THE BLUE RIDGE COMPLEX. THIS ENTRANCE IS CURRENTLY SIGNALIZED. IMPROVEMENTS TO PANTOPS MOUNTAIN ROAD INCLUDE PAVEMENT WIDENING TO FACILITATE A RAISED MEDIAN, NEW CONCRETE SIDEWALKS, ,A FUTURE ENTRANCE TO PANTOPS MOUNTAIN ROAD, UTILITY RELOCATIONS AND DRAINAGE IMPROVEMENTS. THE CONTRACTOR'S MEANS AND METHODS SHALL PROVIDE SAFE AND CONVENIENT VEHICULAR ACCESS IN THE WORK AREAS AT ALL TIMES TO PERMIT 1 INGRESS LANE AND 1 EGRESS LANE WITHIN PANTOPS MOUNTAIN ROAD. EXISTING SIGNALIZED INTERSECTION SHALL NOT DISRUPTED. THERE SHALL BE NO LANE CLOSURES IN RICHMOND ROAD. THE PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS WILL CONSIST OF TWO WORK AREAS. THE WORK AREA DIVIDING LINE IS THE VDOT RIGHT-OF-WAY ON THE NORTH SIDE OF RICHMOND ROAD. WORK AREA #1 IS WITHIN VDOT RIGHT-OF-WAY AND WORK AREA #2 IS WITHIN WESTMINSTER CANTERBURY OF THE BLUE RIDGE PROPERTY. THE CONTRACTOR MAY WORK IN BOTH AREAS SIMULTANEOUSLY FOR DEMOLITION OF EXISTING IMPROVEMENTS, UTILITY RELOCATIONS, CONSTRUCTION OF NEW DRAINAGE IMPROVEMENTS, AND GRADING. DEMOLITION WORK INCLUDES EDGE OF EXISTING PAVEMENT DEMOLITION, PAVEMENT MARKING ERADICATION WHEN AUTHORIZED TO DO SO), EXISTING CONCRETE SIDEWAK, CURBS, AND COMBINATION CURBS AND GUTTER. UTILITY RELOCATION WORK INCLUDES, VDOT SIGNAL CONTROL BOX, UNDERGROUND ELECTRICAL AND CHARLOTTESVILLE GAS. ONCE DEMOLITION AND RELOCATION WORK HAS BEEN COMPLETED GRADING AND COMPACTION OPERATIONS MAY BEGIN ALONG WITH INSTALLATION OF DRAINAGE IMPROVEMENTS. UPON COMPLETION OF THESE ITEMS CONCRETE CURB, CURBS AND GUTTERS, AND SIDEWALK CONSTRUCTION WITH COMPACTED AGGREGATE BASE MAY BEGIN AS WELL AS INSTALLATION OF THE MONUMENTAL SIGN WALL. BITUMINOUS BASE COURSE AND SURFACE COURSE INSTALLATION MAYBE DONE CONCURRENTLY WITH CONCRETE WORK. UPON COMPLETION OF A BITUMINOUS CONCRETE PAVING OPERATIONS PAVEMENT MARKING AND SIGNAGE INSTALLATION IS TO BE DONE FOLLOWED BY INSTALLATION OF LANDSCAPE PLANTINGS FOLLOWED BY ANY RESTORATION WORK. THIS NARRATIVE, TEMPORARY TRAFFIC CONTROL PLAN -WORK AREAS, AND TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND DETAILS ESTABLISH THE BASIC CONCEPTS THAT THE CONTRACTOR'S TEMPORARY TRAFFIC CONTROL PLAN MUST ADDRESS. THE CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO VDOT CHARLOTTESVILLE RESIDENT AND CONFORM TO THE LAND USE PERMIT REQUIREMENTS. GENERAL TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE COUNTY 14 CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION MEETING. THE PLAN SHALL BE REVIEWED AND APPROVED BY ALBEMARLE COUNTY PRIOR TO STARTING ANY WORK. CONTRACTOR SHALL STATE ALL REQUIRED ALBEMARLE COUNTY WORK HOUR RESTRICTIONS WITHIN THE TRAFFIC CONTROL PLAN. 2. AT THE CONCLUSION OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL CHANNELIZING DEVICES FROM THE TRAVEL LANES. DEVICES SHALL BE PLACED TO PROTECT WORK -IN -PROGRESS WHEN WORKERS ARE NOT PRESENT. 3. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD) FOR STREETS AND HIGHWAYS AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAYS ADMINISTRATION, THE 2011 VIRGINIA SUPPLEMENT TO MUTCD, THE VIRGINIA STANDARD HIGHWAY SIGNS 2011 EDITION AND THE VIRGINIA WORK AREA PROTECTION MANUAL(WAPM), AUGUST 2011. 4. WORK SHALL BE SCHEDULED SO AS TO NOT BLOCK ACCESS TO ADJACENT PROPERTIES LOCATED ALONG THESE ROADS AND ALLEYS. ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCES. 5. LANE CLOSURES WILL ONLY BE PERMITTED FROM 8:00 PM TO 6:00 AM ON WEEKDAYS IF ALLOWED BY VDOT. LANE CLOSURES OVER HOLIDAYS AND WEEKENDS WILL NOT BE PERMITTED AND ALL REQUIREMENTS FOR HOLIDAY'S AND WEEKENDS STATED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION) WILL BE NECESSARY. 6. SPEED LIMITS U.S. ROUTE 250 - RICHMOND ROAD, POSTED SPEED 45 MPH; PANTOPS MOUNTAIN ROAD S 25 MPH WORK AREA RESTRICTIONS: 1. CONTRACTOR SHALL ADHERE TO ALL DAYTIME TRAFFIC WORK HOUR LIMITATIONS AS REQUIRED BTY ALBEMARLE COUNTY. TYPICAL TRAFFIC CONTROL 1. SIGN SPACING DISTANCE SHALL BE 350'-500' WHERE THE POSTED SPEED LIMIT IS 45 MPH OR LESS, AND 100'-200' FOR 25 MPH OR LESS. 2. ALL VEHICLES, EQUIPMENT, WORKERS, AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDLE OF THE PAVEMENT. 3. GROUP 2 DEVICE SPACING SHALL BE AT THE FOLLOWING DISTANCES: LOCATION SPEED (MPH) 0-35 >35 TRANSITION SPACING 20' 40' TRAVELWAY SPACING 40' 80' 4. MERGING TAPER LENGTHS (L) SHALL BE AS FOLLOWS: MERGING TAPER LENGTH (FT) BY LANE WIDTH SPEED LIMIT (MPH) 9' 10' 11' 12' S25 95 105 115 125 45 405 450 495 540 5. THE MINIMUM LENGTH FOR A SHOULDER TAPER IS 1/3 L (SEE NOTE 4 ABOVE FOR THE VALUE OF Q. 6. THE BUFFER SPACE LENGTH SHALL BE AS FOLLOWS: SPEED LIMIT (MPH) DISTANCE (FT) S25 155-160 45 360-380 7. WHEN A SIDE ROAD OR ENTRANCE INTERSECTS THE ROADWAY WITHIN THE TEMPORARY TRAFFIC CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCE. April 2015 Fags; 6C-3 Figure 6C-1, Component Farts of a TemporaryTraffic Control Zone 7 TERMINATION AREA LETS TRAFFIC RESUME FORMAL DRIVING PUBLIC COMMUNICATIONS PLAN TRAFFIC SPACE. s 100'DOWNSTREAMEfAM TAPER g NOTIFICATION OF CONSTRUCTION START/END DATES AND WORK ZONE INFORMATION WILL BE ENTERED INTO THE VA ALLOWS TRAFFIC 25 95. TRAFFIC SYSTEM. THPASS I IITYARE - 125 30 135 TRANSPORTATION OPERATIONS PLAN 1) THE PROCESS TO NOTIFY THE REGIONAL TRAFFIC OPERATION CENTER (TOC) TO PLACE LANE CLOSURE 165 fat WI I alrl im 185 INFORMATION ON THE 511 SYSTEM AND VA TRAFFICWILL BE: a)CONTRACTOR 225 24S 1 #A 1 240 IS TO ADVISE THE VDOT'S CULPEPER DISTRICT PERMITS OFFICE 48 HOURS IN ADVANCE OFS 295 320 PROPOSED ROAD/LANE CLOSURES. ACTS AREA IS INHEERE WORK b) CULPEPER DISTRICT PERMITS OFFICE IS TO ADVISE TOC TO HAVE THE INFORMATION ENTERED INTO THE VIRGINIA 1 TAKES PLACE TRAFFIC AND 511 SYSTEMS. BUFFER AREA... c) CONTRACTOR IS TO CALL THE TOC WHEN LAND/ROAD CLOSURES ARE INSTALLED AND WHEN THEY ARE REMOVED THE ROADWAYS. LATERAL) PROVIDES PROTECTION BUFFER AREA LONGITUDINAL) FROM E POLICE2) THE FOLLOWING IS A LIST OF LOCAL EMERGENCE CONTACT AGENCIES: VIRGINIA STAT OLI - { 434 ) FOR TRAFFIC AND WORKERS ---- PROVIDES PROTECTION FOR TRAFFIC ANBD WORKERS 293-3223 OR 1-800-572-2260 OR *77, CELLULAR HAZ-MAT CENTER (IF SPILLED) - 911. 3) PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE: TRANSITION AREA a) CONTRACTOR TO NOTIFY VIRGINIA STATE POLICE AND VDOT'S CULPEPER DISTRICT PERMITS OFFICE AND THE LEGEND MOVES TRAFFIC OUT OF ITS NJORMAL PATH y REGIONAL TRAFFIC OPERATIONS CENTER. CHANNELIZINGDEVICE b) DEPENDING UPON THE SEVERITY OF THE INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK. 4-- DIRECTION OF TRAVEL c) UPON ARRIVAL AT THE SCENE, VIRGINIA STATE POLICE WILL DETERMINE THE RESPONSE NECESSARY TO ALLOW SIGN TRAVELING PUBLIC AROUND INCIDENT. 1 woRlc SPACE a. PA EI d) CONTRACTOR SHOULD TAKE PICT ORES AS NECESSARY ESPECIALLY PICTURES OF WORK ZONE TO VERIFY THE TAPS ADVANCED WARNING AREA. PROPER SETUP. 4) PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS: CONTRACTOR TO CALL:fl f l T1F Ait3t t4 gPAGI~ l5 I 1t.E i„ SI IWT101 TELLS TRAFFIC WHAT TO EXPECT AHEAD a) CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540-829-7500tltc tl1`IIE RE lCI13AL Tl^lT l; b) VDOT INSPECTOR - 540-829-7500 5) THE VIRGINIA STATE POLICE WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS CLEARING AND RESTORATION OF NORMAL TRAFFIC CONDITIONS. 6) THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE AREA CONSTRUCTION ENGINEER TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF IT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH CONTACTOR, VDOT, PROJECT PERSONNEL, VDOT TRAFFIC SAFETY REPRESENTATIVES AND THE VIRGINIA STATE POLICE (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PLAN, I: Revision I--4/112015 7) ALBEMARLE COUNTY SHERIFF DEPARTMENT: PHONE (434) 972-4001 NON EMERGENCY; ALBEMARLE COUNTY FIRE DEPARTMENT AND RESCUE: PHONE (434) 296-5833 NON EMERGENCY Page 6144E Typical Traffic Control Shoulder Operation with AlinorEncroachment Figure TTC-5.1 NOTES April 2015 Standard t. Jnr rlu ed r ttrthlt for txtlxa1z.rotlays..dr te Craaidance 2. ,Sign spacing, .should he 1300'-1500° for Limited Access highways. For all othcr roadways, the sig, spacing .should he 500`-800' where the hosted speed limit is greaten than 45 mph, and 350'-500' where the posted speed limit is 45 niph or less, 3. When Mork takes up part of a lane on a high. volume roadway; vehicular traffic' volumes, vehicle unix, speed and ectpacify should be analyzed to do ter tnirae tiathetlasr the affected Zane should be closed: Unless the lore encroachment analysis pcerinits a remaining lana Ividth of 10 feet, the lane .should he closed. If' the closure operation is on a Litnited Access highway, the minia tum lane lvidth is I1 feet. U uon: 4. The. ROAD WORK.. AHEAD (W20-1) sign on an iraters-ectin T roadway may be olnrtted where drivers emerging from that roadway will encounter another advance wami'ng sign prior to this activity area. Standard, 5. A shadow vehicle with either an arrow board operating in the caution movie, or at least one high- intensity amber rotating, flashing, oscillating light shall be parked 80, 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehi.cle's high-intensity amber rotating, flashing, trig oscillating lights. Vehicle hazard warning signals can. be used to supplement high-intensity amber rotating, flashing, o oscillating lights, 7. Taper length (L) and channelizng device spacing shall be at the following- F- Taper Length (L) Speed Limit mph) Lane Width Feet) g 10 11 12 25 95. 105 115 125 30 135 150 165 180 35 185 205 225 24S 40 1 240 270 295 320 450 1 500 1550 1 600 1 5407 I 600 1660 I 720 1 630 1 700 I 770 1 840 1 ImImmum i.aper ti, yln5 viii rrriaceu res t hightiva ,s shall be 1000 feet. Shoulder Taper ='/3 L Minimum Dhannelizing Device Spacing Location Speed Limit (mph) 0 35-- 36 + Transition Spacing 20' 4€7` Travelway Spacing 40' 80' Construcflon Access 80' 120' Spacing may be increased to this distance; but shall not exceed one access per'/4 mile. On roadways with paved shoulders having a width of 8 feet or more, channeiizinc0 devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space Iength shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. q. A truck -mounted attenuator ('IMA) shall be used on Limited Access highways and multilane roadways with posted speed limit equal to or greater than 45 mph., 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1.-4/]/2015 April 2015 Page 61-1-17 Shoulder Operation with Nl;inor Encroachment Figure TTC-5. 1) SEE MOTE 2 G20-2 (V) 80'- 120' SHADOW VEHICLE REQUIRED TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION IV40DE) SSE MOTE 8 TYPE B OR G SEE NOTE 7 CHANNELIZING Q__ DEVICES SPACING SEE NOTE 7 SEE MOTE 2 o C C. 11411.j 1 C L W21-5bR W20-1 DESIGNED BY: PROJECT WESTMINSTER -CANTERBURY SET REV. NO. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 0 - 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 © MJ OF THE BLUE RIDGE MINOR AMENDMENTENGINEERsDRAWNBY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS SURVEYORS DSB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: PzaNNEIRs DIHR BY: TITLE: TRAFFIC CONTROL NOTES AND DETAILS C-- O etc. Har. 12`?5 :. m HFVYAsSOCIATESSHEET NUMBER: 4 7 y f ", PO Box 4119 3040 Avemore Squaae PI. X WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchbtttg, VA 2450_' Chadottesvilte,VA 32!'9(1 i Phone: 434.316.6080 Phone: 434.934.2700 CIVIL H: N/A C f , as tet:t:e- 215011.11 501111C-t,dwg V. N/A O610 4 18 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 500' t - -- G20-2 (V) 80'- 120' SHADOW VEHICLE REQUIRED TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION IV40DE) SSE MOTE 8 TYPE B OR G SEE NOTE 7 CHANNELIZING Q__ DEVICES SPACING SEE NOTE 7 SEE MOTE 2 o C C. 11411.j 1 C L W21-5bR W20-1 DESIGNED BY: PROJECT WESTMINSTER -CANTERBURY SET REV. NO. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 0 - 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 © MJ OF THE BLUE RIDGE MINOR AMENDMENTENGINEERsDRAWNBY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS SURVEYORS DSB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: PzaNNEIRs DIHR BY: TITLE: TRAFFIC CONTROL NOTES AND DETAILS C-- O etc. Har. 12`?5 :. m HFVY AsSOCIATESSHEET NUMBER: 4 7 y f ", PO Box 4119 3040 Avemore Squaae PI. X WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchbtttg, VA 2450_' Chadottesvilte,VA 32!'9(1 i Phone: 434.316.6080 Phone: 434.934.2700 CIVIL H: N/A C f , as tet:t:e- 215011.11 501111C-t,dwg V. N/A O610 4 18 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE W 0 Z I 3 I UI d U) U C A) F+ Qc t°a co ate. w T. c AND SHAPE VARY DEPENDING OF STRUCTURE. 2,, MAX 2,_0„ 5" 4'-0" I FLAT SLAB TOP UNIT x CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES: DIMENSIONS 9. SEE. GENERAL NOTES FOR ADDITIONAL INFORMATION ON MH -1 FRAME WEEP HOLES, STEP REQUIREMENTS, "H" (LIN, FT. FOR GRADE RINGS' OR ADJUSTMENT RINGS". AND COVER 7. WHEN SPACER UNITS ARE REQUIRED: "H" IS T0, BE 2., ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER:. INTERLOCK SHALL BE PROVIDED BY V DIAMETER HOLES, 3" OVAL SLOT, g_ SPACER UNIT- i5 TO BE. DOWELED OR MORTARED TO 511 OR OTHER VDOT APPROVED METHODS. 3. CONCRETE SHALL BE 4000 PSI: 60. FOR 4 STEEL DOWELS, 8N 6:: 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS CENTERS TO BE 180'APART. MAY VARY WITH MANUFACTURER, 8" 48„ SEE NOTE 8. LlLl 7" - 81;. ...... 601, o 96" 2'-3" SN; 66.. SPACER UNIT 0z Ow AS REQUIRED) 84:, LN 2'.O„ 1 8" 90" 125•' iC'/,. STEPS i 144" 1 12'' AS REQ'D.) VIRGINIA DEPARTMENT OF TRANSPORTATION FEE4'PUI'FER S LIMITED TO k5 FEET, REGARDLESS OF THE AT INTERSECTION r5M011 SLOPE. SHALL BE HAND RUBBED SMOOTH. ii%; l PRE-FABBED CONC. POLE BASES WILL NOT BE ACCEPTED. (ALL BASES I _..1 MUST BE POURED ON SITE). GROUND WIRE CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES: DIMENSIONS 9. SEE. GENERAL NOTES FOR ADDITIONAL INFORMATION ON 6: SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS WEEP HOLES, STEP REQUIREMENTS, "H" (LIN, FT. FOR GRADE RINGS' OR ADJUSTMENT RINGS". MANHOLES) DIMENSION, ETC. 7. WHEN SPACER UNITS ARE REQUIRED: "H" IS T0, BE 2., ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER:. ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS. OF AASHTO M199. g_ SPACER UNIT- i5 TO BE. DOWELED OR MORTARED TO 511 TAPER UNIT OR FLAT SLAB TOP. 3. CONCRETE SHALL BE 4000 PSI: 60. 4. FOR STEP DETAILS SEE STANDARD ST -1. 8N 6:: 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS 72" MAY VARY WITH MANUFACTURER, 8" 48„ ROAD AND BRIDGE STANDARDS SHEET 1 OF t REVISION DATE 103.09 STANDARD PRECAST MANHOLE TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 302 MS -2 VARIABLE VARIABLE FOR DETAILS OF- INTEGRAL CURB SEE STANDARD MC -1 OR CG -3 FOR DETAILS OF INTEGRAL CURB E STANDARD dMC-iOR CG 3 l41':11 SLOPE '%4 `:1' SLOPE 2' _ a PROP, ASPHALT PAVEMENT TOP SOIL 2" TOP SOIL > PROP, CONCRETE PAVEMENT I pP C' ° ° ' WHEN ROADWAY DESIGN MEETS THE P °' P > CRITERIA FOR CG -7 AS SHOWN IN PftOP:.CONCRETE RAVEMENT °,- n APPENDIX A OF THE ROAD DESIGN P P A A A, 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 ASPHALIT' TOP VARIABLE VARIABLE - FOR DETALS OF INDEPENDENT CURB FOR DETAILS OF INDE:PENDENT CURB SEE STANDARD MC -10R CG -3 /':i' SLOPE i/q"'1' SLOPE SEE STANDARD MC -1 (OR CG -3 P ° PROP. ASPHALT PAVEMENT 2" TOP IL 2" TOP SOIL G ' PROP. CONCRETE OR FLEXIBLE PAVEMENT ° A (1) THOROUGHLY COMPACTED AREA TO ° A' PROP. CONCRETE OR FLEXIIBL£ PAVEMENT CONSIST OF THE FOLLOWINGZ p IN FILLS REGULAR FILL MATERIAL IN CUTS UNDISTURBED EARTH AND REGULAR FILL MATERIAL, AS REQUIRED, HALF SECTION WITH PROP. CONCRETE (2) THOROUGHLY COMPACTED AREA TO HALF SECTION WITH PROP.: CONCRETE OR OR FLEXIBLE: PAVEMENT CONSIST OF REGULAR FILL MATERIAL, FLEXIBLE BASE WITH ASPHALT TOP FOR DETAILS OF INDEPENDENT CURB VARIABLE VARIABLE FOR DETAILS OF INDEIPENDENT CURB SEE STANDARD .MC -10R CG -3, SEE STANDARD MC -1 O)R CO -3 1/;':1' SLOPE fQ".Y SLOPE REPAVE A .- PROP. ASPHALT PIAVEMENT 2" T P SOIL A 2) - _(2) ° EXISTING FLEXIBLE PAVEMENT P A EXIST. FLEXIBLE PAVrEMENT A • PAVEMENT UNDER MEDIAN TO BE REMOVED - w _ PAVEMENT UNDER MEDIAN TO BE REMOVED HALF SECTION WITH EXISTING FLEXIBLE PAVEMENT HALF SECTION WITH EXIST. FLEXIBLE BASE WITH ASPHALT TOP 1NVDOT SPECIFICATION STANDARD RAISED GRASS MEDIAN STRIPS REFERENCE READ AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 502 202.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 3 1 ADDRESS COUNTY COMMENTS v 2 ADDRESS COUNTY COMMENTS ul 04 TEAM 08/17/18 TEAM 09/20/18 NO. SHEET REVISION BY DATE NO. VEEP HOLE IAS REO'D.) STEPS (AS REO'D.) 'vVEEP HOLE (AS REG'D.) I Ic STEPS,,(AS REC)'D.) 1 I > PI I T. L D L XI 1 D IXI. B_. 6" x 6` - `95.5 X W5.5 WELDED WIRE. FABRIC OF EGUt,iPL`E.. AREA MONOLITHIC 2"z' FOOTING '' ^ 8-2 DOGHOUSE WITH FOOTING NOTES: I. SEE GENERAL NOTES FCR, ADDITIONAL INFORMATION ON ',VEEP HOLES, STEP REQUIREMENTS, H" (LIN. FT. FOR MANHOLES)- DIMENSICNS, ETC. - 2. ALL BASE UN `S ARE TO BE IN ACCORDANCE WITH THE REOU!REMENFS OF AASH?O M199- 3.CONCRETE SHALL BE 4000. PSI. 4. WI !ERE OPENINGS ARE RECUIRED FOR PIPE, THEY of -I ALL BE FOR&i D; DRLLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL F.URNI.,H THE FABRICATOR WITH THF_ ANGLES 9ET`rVt".EN CENTER LINES, TFIE INVERT E.LE'dATi0fV5, AND THE SIZE fJF AI_L PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" _/NRCER THAN THE OUTSIDE DIAMETEROFTHE PROPOSED -PIPE. - 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MA"( VARY WITH MANUFACTURER - 6: "D" IS NOMINAL DIAMETER. LL 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF "Hc STRUCTURE, THE INVERT -`OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTARTOPREY NI STAPJDING ALTERNATE JOINT DETAIL OR PONDING OF WATER IN THE STRUCTURE - 8. TONGUE AND GROOVE JOINT ARE TO BE DF FABRICATORS DESIGN t4EETING VDOT APPROVAL. JOINTS A:RE. TO BE SEALED WITH MORTAR, p RING CASKETS; OR BUTYL RUBBER. iE DEPTH "'H" OF 36" DIAMETER BASE UNIT RESTRICTED ', TO 4'-0' .MAXIMUM. - f ONE THROUGH PIPE ONLY_ (ONE PIPE ENTERING AND ONE PIPE EXITING -STRUCTURE) - - 1VDOT A COPY OF THE ORIGINAL SEP ED AND SIGNED DRAWING IS ON FILE INN THE CENTRAL OFFICE.. SPE RECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PRE -CAS- 1 BASE UNITS FER!ENCE - SHEET 1 OF 1 REVISION DATE 105 08!17 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 03.11 DI -5 B j DITCH PLAN MEDIAN PLAN DETAIL lv s GREATER. FOR DETAILS SEE STANDARD ST -1. 5,STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR WEEP HOLE t a i:i a r.s eg%s. SEE NOTE 8, 6.CHAMBER MAY BE CAST IN PLACE, PRECAST, BRUCK OR 1 W CONCRETE BLOCK, SEE Dt-? FOR DETAILS. a x ED DITCHES ARE RE QUIRE JOINTHERE -PAY Q p OJ+ F 7 W AVi2E TO a BE DOWELED WITH 4 X JB" SMOOTH -RODS AT a a ` APPROXIMATELY 12" C -C IN ALL AREAS ADJACENT TO a w 9 ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN m F m LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. w w #4" OEPTH,#68, SEE ST`D T -DI -3, 4 FOR ALTERNATE DESIGN. 78, AGGREGATE GRATE B. 3" -DIAMETER WEEP HOLE TO BE LOCATED TO ]DRAIN 8"X6" WIDTH, (GALVANIZED} SUBBASE MATERIAL. WEEP HOLE WITH 12"X12" PLASTIC TYPICAL. HARDWARE CLOTH 1/9" MESH OR GALVANIZED STEEL DITCH LINE SECTION WIRE, MINGAUTd WIRE DIAMETER 0.03", NUMBER 4 MESH MEDIAN DITCH SECTION COLLAR DIMENSIONS T4 BE /h HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE LARGER THAN GRATE DIMENSIONS OF THE STRUCTURE. 2" DIAMETER BAR W3 AND W4: 9 10.68 L8S/FT OR `' q.ALL REINFORCING STEEL SHALL HAVE A MINIMUMA COVER WELD NO. 14 BILLET STEEL Q?30a. OF 2" AND BE CUT CLEAR OF ALL OPENINGS B)Y 2", BAR 0 7.65 LBS/FT ASTM A615 4R Gp. 910.CAST-IN PLACE CONCRETE IS TO BE CLASS A3 J .,, GRADE 60) G yPG UQ q.,. - 4" (3000 PSI). PRECAST CONCRETE IS TO BE :4000 PSI. X4" - X?- o GSTUD CONNECTOR L2"X2"X!s" f 0P pv 10 11. PROVIDED SAFETY SCABS WHEN SPECIFIED ()N YHEeDNNEcraR L2%2'X2'!2'XIJ4" PLANS: DETAIL_ A t 9A 0 COLLAR 12.Di-5 IS TO BE UTILIZED IN LOCATIONS NOT NORMALLY GALVANIZED) SUBJECT TO TRAFFIC, O pN"(G MINIMUM H PIPE SIZE H DIMENSIONS GRATE BAR CH ItTG 0 X' MINIMUM Y SUGGLSTED MINIMUM MAX. PIPE SIZE ABSOLUTE` MAXIMUM 7.d ak 36,N 4., 6.,. 18" L9"' 48" 511 a' 24." - 27 60. 51 8N 6:: 42', 72" 6" 8" 48„ 54." 84" 7" - 81;. ...... 601, 651" 96" 2'-3" SN; 66.. V -SYS" 108" 0•. 8N, 78" 84:, 120" 10" 1 8" 90" 125•' iC'/,. 8" 96:,.. 102-"' 144" 1 12'' 8" 10E1, OR PONDING OF WATER IN THE STRUCTURE - 8. TONGUE AND GROOVE JOINT ARE TO BE DF FABRICATORS DESIGN t4EETING VDOT APPROVAL. JOINTS A:RE. TO BE SEALED WITH MORTAR, p RING CASKETS; OR BUTYL RUBBER. iE DEPTH "'H" OF 36" DIAMETER BASE UNIT RESTRICTED ', TO 4'-0' .MAXIMUM. - f ONE THROUGH PIPE ONLY_ (ONE PIPE ENTERING AND ONE PIPE EXITING -STRUCTURE) - - 1VDOT A COPY OF THE ORIGINAL SEP ED AND SIGNED DRAWING IS ON FILE INN THE CENTRAL OFFICE.. SPE RECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PRE -CAS- 1 BASE UNITS FER!ENCE - SHEET 1 OF 1 REVISION DATE 105 08!17 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 03.11 DI -5 B j DITCH PLAN MEDIAN PLAN DETAIL lv s GREATER. FOR DETAILS SEE STANDARD ST -1. 5,STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR WEEP HOLE t a i:i a r.s eg%s. SEE NOTE 8, 6.CHAMBER MAY BE CAST IN PLACE, PRECAST, BRUCK OR 1 W CONCRETE BLOCK, SEE Dt-? FOR DETAILS. a x ED DITCHES ARE RE QUIRE JOINTHERE -PAY Q p OJ+ F 7 W AVi2E TO a BE DOWELED WITH 4 X JB" SMOOTH -RODS AT a a ` APPROXIMATELY 12" C -C IN ALL AREAS ADJACENT TO a w 9 ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN m F m LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. w w #4" OEPTH,#68, SEE ST`D T -DI -3, 4 FOR ALTERNATE DESIGN. 78, AGGREGATE GRATE B. 3" -DIAMETER WEEP HOLE TO BE LOCATED TO ]DRAIN 8"X6" WIDTH, (GALVANIZED} SUBBASE MATERIAL. WEEP HOLE WITH 12"X12" PLASTIC TYPICAL. HARDWARE CLOTH 1/9" MESH OR GALVANIZED STEEL DITCH LINE SECTION WIRE, MINGAUTd WIRE DIAMETER 0.03", NUMBER 4 MESH MEDIAN DITCH SECTION COLLAR DIMENSIONS T4 BE /h HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE LARGER THAN GRATE DIMENSIONS OF THE STRUCTURE. 2" DIAMETER BAR W3 AND W4: 9 10.68 L8S/FT OR `' q.ALL REINFORCING STEEL SHALL HAVE A MINIMUMA COVER WELD NO. 14 BILLET STEEL Q?30a. OF 2" AND BE CUT CLEAR OF ALL OPENINGS B)Y 2", BAR 0 7.65 LBS/FT ASTM A615 4R Gp. 910.CAST-IN PLACE CONCRETE IS TO BE CLASS A3 J .,, GRADE 60) G yPG UQ q.,. - 4" (3000 PSI). PRECAST CONCRETE IS TO BE :4000 PSI. X4" - X?- o GSTUD CONNECTOR L2"X2"X!s" f 0P pv 10 11. PROVIDED SAFETY SCABS WHEN SPECIFIED ()N YHEeDNNEcraR L2%2'X2'!2'XIJ4" PLANS: DETAIL_ A t 9A 0 COLLAR 12.Di-5 IS TO BE UTILIZED IN LOCATIONS NOT NORMALLY GALVANIZED) SUBJECT TO TRAFFIC, O pN"(G ST'R COVER DIMENSIONS AND QUANTITIESPG -2A MINIMUM H PIPE SIZE H yrq p Q pF' Qtiy:S Q5 p SEE NOTE 7 GRATE BAR CH ItTG W412" 2'-s" 15" GRATE MAXIMUM TYPE DIMENSION A B. 18" Y-4" 24" x-10" 30" 4'-5" A 1 1%2 , 3.,. 36" 1 V-0" A III V i" ST'R COVER DIMENSIONS AND QUANTITIESPG -2A TYRE Ih1 W2 W3 W4 D DI 02 X Z A1,A2,A3 31-0ye" 2'-Oy4" 21 -OMs" l' -O%" 6„ 4„ 3„ 141" 2'-2„ SLB2,63,84 C1,C2,C3 2'-9" 2'-9" P -6J" 1' Bic" 8` J , 4f2' 4%2' i6'' Z'_g„ E 2'-3" 2'-3" T -ails" V -SYS" 12" 9" 9„ 1911, ROAD AND BRIDGE. STANDARDS 42 5 6 IETOOLERANCE t j2" VDOT SFRcEf;RENCS ROAD AND BRIDGE STANDARDS aq I©V DITCH LBV- INLET SHEET 1 OF 1 REVISION DATE 2Z3 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104,21 CC -12 - _ -- 45 DOWELS, 8" LONG. I PERM!SSIBL. AT 12" C C__ CONSTRUCTION5MIN. / OiNT 1121 MAX 720 MAX RAMP_RAMP SEE TABLE) A ' (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR, DETAILS 5'-0" MIN SHAPE TO MATCH I ACE_ OF ROADWAY CURB BACK Or CURB, 1 46 : 1 MAX 20:1 48 9 MAX ZMIN SECT[ON A. -A WITH BUFFER STRIP 5' MIN mlm, frP1 4' MIN1"", WITH BUFFER STRIP WITHOUT BUFFER STRIP a v 0 5' MIN I SECTION B -L*- ROADWAY GRADE N PERCENT - MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB D 4 6 1 5 7 2 5 R 3 6 9 4 8 12 50 5 r<', CROSSWALK 3.SE ROADWAY PL.kNS FOtR. MEDIAN AND REFUGE ISLAND DIMENSIONS 14. RAMPS- AND GOT THRC GHS SHALL BE ALIGNED WITH CROSSWALKS. ECTIAtN -{ 5. THE RAMPS AND 'UT THROUFHS SHALL BE INSTALLED AND. PAD FOP AS AND STORM 4 H(DRAULIC CEMENT CONCRETE SIDE 'AL.P P ACCORDANCE WIFH SECTION SEE NOfE 5f NOTE: i! II FOR 4" HYDRAEJJ_IC CEMENT CONCRETE SIDEWALK. Ri 7=A 4 SQUARE LANDING AREA OUTSIDE GE TRAVELIYAY CROSSWALK CU NAL E FROVIOEO FORBE FOR GENERAL NOTES ON THE DETECTABLE WARNING. SURFACE, REFERENCEREFERENCECE ROAD AND BRIDGE. STANDARDS PrRpNOTES: AR CRG55nALtC SEE SHEET i OF 5: - 4; s' -IF> WITHIN WITNPJ TME MARKED y.P: APPA. cRos nl CIVIL TYPICAL PLACEMENT x ' 2_03.09 THE REQUIREDLENGTHCURBOFAPARALLELRAMP VIRGINIA DEPARTMENT OF TRANSPORTATION STIRIPFEE4'PUI'FER S LIMITED TO k5 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIDEWALK SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT - MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB D 4 6 1 5 7 2 5 R 3 6 9 4 8 12 50 5 E 4. 15 1V00T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION GATE 203.07 07/16 WITHIN CROSSWALK ANNNC 48nMAe. DIAGONAL PLACEMENT SCGFE r LANDING 48:1.10AX. sL(7 l apNdG. ', ILII MAX.C. SLUPE ff.. } RF S'- l /-CURB. 7 `a rA,tt f-CURt3 CROSSWALK 1"q -3 CFCSSWALK -1:7 GRAS., ..... (1 a ( 7 _ UR I CURB II N 11 LCUTiQ CONCRETE v) WITH BUFFER STRIP WITHOUT BUFFER STRIP ICATiON CG -12 DETECTABLE WARNING SURFACE SREFERENCCEEREFERENCE TYPE B (PARALLEL) APPLICATION lob VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET REVISION BY DATE NOTES: 1: THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3 (15 DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, 5 CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL;. IN THE SECTION ON GS URBAN STANDARDS, 2" RADIUS A 4ssA n A• z r A ' A. SURFACE A as pA Pp A b,p' pP BASE SUBBASE L126" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 611 CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 6" CG -2 R is SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DAT£ SHEET 1 OF 1 2011 ADJA(E, NI 1 ;AVLL L.'UNt aSPFI Fd..r PAVE. iMLNT '+VIDE -NIL;, - LDC P "F X -LNG A FMFFI f _ AS DE NEIL +! JED IN FIELD) TACK CGAT THE PROPOSED CON I; .ICT[ON JUR,l EXIS fINC ?SPHALT LAYER; / > 1 /' PROPOSED ASPHALT LA'(ERS -- - EXISIING. SUBBASE_ _FROPOSED SUBiAST_ -------------- - C.OM;y'A( TED SUFiCRADF - - CONSTRUCTION JOINT DETAIL PFlONE EXISTING ASPHALT LAY,_RS TO EXISTING SUBBASEUBSAE APA KE6LACE IF - PROPOSED A HPt 1 WIDr PIh, LA/E -.. I\ V PROPOSED MNINUM I'/, '.NCH -1 ti„K ASPHALT SURFACE COURSE (SEE N,;Tr .5) - - - x MINWUM 12 II HES, OR R AIFR AS NECESSARY IC ABJT THE FULL `H;QXNESS 0 EXISING. A;PHALI _A.YERS S DEISRMIN.S) 8r •tSa.: (QEF 10 E. 3) NOTES: 1. ASPHALT PN,/EM-NI Y1JIOEUIN; 'nl-TALL HAVE A PAVEMENT UEcIGN IN ACCORDANCE WITH CURRENT V.DO.-I FhCIfEI)ORES AND HE. .APPROVED BY THF .FPJGNEm 2, THE PAVEMENT DEIGN FO" ASPHAL;'I PAV"IMCNI'' WI)FNING SHALL MEET OR c..x4T.ED lllJi [1 f'IrIS AND TYPi`I OF fI:'. IOF-EXLS-I .G PA.ti DENT. SJBSI.RFAC ORA!NAGE OF THE FYI -J im, AND PROPOSf.L - PAVEMENT SHALL BE: ADDR S Sh"IN ]HE --PA:iIr NIF N I DESIGfJ.- 3. A MINIPSUlvl EE TI,REE C'OI SHAT LE TAKEN ALONG THE ENTER OF'. THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND. ThICKNESS OF EXISTING PAVEMENT, LAY ERS, NHFSE _CORE: --SHALL BE SP4CED NO MORE IRAN 500 F`cE,T APART. c - v I Ar. ASPHALT i c THE4. INF. ADJr„ [vf TRAVEL CAN; SHALL BE Ml LI -:D F,. h11N'CUf, DFF1'1 0!' 7/2 INCHES /,F,f;EF._ ._CJWTFl ,4PJ , (LAID oCiRF,?,C'. JLR..;E TO MATCH PROPOSED PAVEMENT WIDENIING SURFACE COJREE,U!LESS WAIVED BY THE ENGINEER. - THE ENDNEER- MAT RCCUIRE THP- UILLINC DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN 1,. <. ,,, TABL_ 1 AVEME!1 ..Rp55 Sl_Q F - - AND hF r;.;1.vr- - U IFAE. 6. DI511NG PAVEIvL_NIT M1R;Nri , AND IAARKERS 'MTHIN THE PROJECT LJAI!:. 'SHALL BE H STORED SUBJECT TO THE APPROVAL 017 THE ENGINEER, 7.-!=1NAL TRANSVL:?SG PAV,MENl. FIE -IN. SHA(L. CONFORM -f0 1HL- _;r,'rIIIREMr. PJT> OF 11ECHON 515 0` i HE 7[E.CIFIi_Af UN.: FXCE 1 THAI' ALL. .JOF'I!S AT FIE -IN OCATIONS S'-IA_L RF • TESTED USING A If) FOOD S;T AI>TED"UE IN AJCORDANCF. WITH THE RFOUIREMENIS OF:-Slr C'IICON-315 OF TI f- 5 E ;IF 1..•ATIOr ,. - 1VbCJTSPECIE nUN ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET ,: of 1 REVISION DATE - - - FORWIDENINGSUBJECT TO - TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION -- - - CG -12 2' 5' 2` T(;T(ONr C SEE NOTE s CURB. S 5' - B Level .Area DETECTABLE WARNING (T YPi VARIABLE 21 J' 2' 9' WIDE MEDIAN WITH 7' WIDE CUT -THROUGH DETECTABLE TYPE M2 - aD 1 4s 1 4S 1 ?,•1 WARNING , rP) Min SECTION BB SEE NOTE B REFUGE ISLAND WITH RAMPS TYPE RI1 vaR1APLE i"1 DETECTABLE --, .E_ WARNING (TYP) '\ L F E} MIn A -` o SECTIO I U D ti SEE NOTE 5\ MEDIAN WITH RAMP REFUGE ISLAND CUT - THROUGH TYPE MS TYPE R12 DMJ NOTES MINOR AMENDMENT GI ',' MITI. I 6' T. FOR GENERAL NOTES ON 71 -IF CET".;TABLE 'r"1FlRNIIJG SUPFArE, PANTOPS MOUNTAIN ROAD 12'i MAN.. RAMP _ ...L..' T12<1 Mex:. RAM? SEE I 0 5 POLE BASE W/LEVELING 2. CURS SHALL BE SHAPES,) TO MATCH THE `ACE OF ROApVdA"r CUR?, CU DRAWING NUMBER: 3.SE ROADWAY PL.kNS FOtR. MEDIAN AND REFUGE ISLAND DIMENSIONS 14. RAMPS- AND GOT THRC GHS SHALL BE ALIGNED WITH CROSSWALKS. ECTIAtN -{ 5. THE RAMPS AND 'UT THROUFHS SHALL BE INSTALLED AND. PAD FOP AS AND STORM 4 H(DRAULIC CEMENT CONCRETE SIDE 'AL.P P ACCORDANCE WIFH SECTION SEE NOfE 5f NOTE: r;U4 OF 1.1r. ROAD & BK,E SPECIFICATIONS. EXC,4`J al tC)N C?`r MATERIAL I'Jft. ICN THE INSTALLATION OF THE SIDEWALK SHALL BE INCLUDED IN TILE PNCE BID FOR 4" HYDRAEJJ_IC CEMENT CONCRETE SIDEWALK. 5.011" THROU.HS LEIS THAN WIN WIDTH SHALL N[OT .HAVE DErEciABLE W.AP,NINC.S INSTALLED, - 1voo7CC-12 WWA NUMBER: DETECTABLE WARNING SURFACE REFERENCEREFERENCECE ROAD AND BRIDGE. STANDARDS SCALE: DATE: SHEET 5 of 5 REVSIord GATE CIVIL MEDIAN AND REFUGE ISLAND APPLICATIONS 105 2_03.09 11 of 23 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2" R CG -6 NATES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSS IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS SNAIL BFEET IDOFOR AS RADIAL COMBINATION RB) CURB & GUTTER 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTER PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 N R CLASSIFICATIONSBASED0ROADWAYCLASSIFiCA10 AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, DR D A D P P P P P ' A A P P p p A THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE $LOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ERENCE COMBINATION V" ROAD ANDCURBANDGUTTER ' V BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201,03 NTS PANTOPS MOUNTAIN ROAD PAVEMENT SECTION A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA C 8.0" AGGREGATE BASE MATERIAL, VDOT NO. 21A D 2" (MIN,) TOPSOIL AND SEED VDOT STD CG -2 OR VDOT STD CG -6 Q APPROVED SUBGRADE US ROUTE 250 (RICHMOND ROAD) PAVEMENT SECTION MATCH EXISTING CONDUIT STUBS HAND HOLE TO BE INSTALLED TO HEIGHT OF #8 BARE GROUND WIRE ANCHOR BOLTS ENGINEIERSIF SURVEYORS PLANNERS A s I,!) TE PO Box 4119 30.10 Avemore Squvne Pl. Lynchburg. VA 24502 Charlottesville, VA 222911 Phone: 434.316.6080 Phone: 434.984.2700 W\4'W: wassoci.l(eti.11Ci NOTE #1: SITE ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES, AND DRAINAGE BEFORE DRILLING POLE BASES. (TYPICAL) POLE BASE DETAILS DESIGNED BY: PROJECT: WESTMINSTER -CANTERBURY POLE GROUND LUG W/FEMALE DMJ OF THE BLUE RIDGE MINOR AMENDMENT 1/2" x 13 NC THREAD PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS POLE BASE W/LEVELING VIRGINIA DRAWING NUMBER: TITLE. NUTS & 1 " GROUT (MIN.) D1 HR BY.ROAD AND STORM DRAINAGE DETAILS NOTE: HFW SHEET NUMBER: WWA NUMBER: POLE BASE IS TO BE ONE DISCIPLINE: SCALE: DATE: 50111 i C_DET-1.dwg CIVIL CONTINUOUS POUR. 6" PORTION OF 11 of 23 EXPOSED CONC. BASE ABOVE GRADE SHALL BE HAND RUBBED SMOOTH. PRE-FABBED CONC. POLE BASES WILL NOT BE ACCEPTED. (ALL BASES 8 BARE MUST BE POURED ON SITE). GROUND WIRE POLE SHAFT POLE BASE WITH 1" GROUT CLAMP SUITABLE GALVANIZED ANCHOR GROUND FOR DIRECT BURIAL BOLTS & HARDWARE SURFACE 8 BARE GROUND WIRE CONCRETE BASE 3/4"(p x 10'-0" VDOT A4 GENERAL COPPER CLAD 4,000 PSI) GROUNDING ROD 2'-0'. Z ELETRICAL CONDUIT ROUND BASE 6 #5 BARS WITHIN A 6x6 6 NO. 5 BARS 10/10 WWF "CAGE" ANCHOR BOLTS i AINTAIN 3" MINIMUM 6x6 10/10 WWFCONCRETE COVERAGE ON PLAN "CAGE" 2'-0" ALL BARS NOTE: SECTION CONTRACTOR TO TAKE SPECIAL CARE SHAFT CAP, ARMS, BASE FLANGE, TO ENSURE CONCRETE POLE BASES ANCHOR BOLTS, LEVELING NUTS, ARE POURED ABSOLUTELY VERTICAL CONNECTION, HARDWARE, BOLT AND LEVEL. COVERS, HANDHOLE COVER, AND GROUND LIGHT POLE PER N.E.C. BOLT CIRCLE TEMPLATE SHALL BE FURNISHED BY POLE MFGR. NOTE #1: SITE ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES, AND DRAINAGE BEFORE DRILLING POLE BASES. (TYPICAL) POLE BASE DETAILS DESIGNED BY: PROJECT: WESTMINSTER -CANTERBURY SET REV. N0, DMJ OF THE BLUE RIDGE MINOR AMENDMENT DRAWN BY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS Dse ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: TITLE. D1 HR BY.ROAD AND STORM DRAINAGE DETAILS HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21501 1.11 50111 i C_DET-1.dwg CIVIL V: NNIA A 11 of 23 v W Q z v 3 Cy CL CL I a U) v 0 C A? a 3 C: m 3 0 M c 0 i v 3 0 14 r StOrmwater Inlet Computations Design Storm = 4,0 in1hr By: SVS TORR SEWER DESIGN WWA PROJECT NUMBER 21501 1.1 1 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Westminister-Canterbury Entrance Improvements SHEET 1 OF 1 a ri nl ZI ARCA, RUN- I:i. • I+ta INLET Open Channel Design Worksheet RUNOFF INVERT SET REV. NO. 2 ADDRESS COUNTY COMMENTS 99 CAPA- FLOW Project:' Westinlster Ca t rb ury Entrance ImImprovements DRAIN OFF CA TIME Q ELEVATIONS LENGTH WA .. 1I WA Prvjeet Number 21501 1.11 TIME Nil . Ni 1 TOP INLET INLET DEPTH POINT POINT A" L N Its -Rs n FULL) FULL) WWA NUMBER: 215011.11 REMARKS H) 06104 18 INCRE- Z IN/HR CFS z LOWER By SSS IN DATE CFS FPS SEC FT FT ACMES C M:ENT ULATED PLAN R END Date::5/211201$ 1) 2 4 5 q'° egg £§,, 3 9 10 11 12' 13 14 15 1 17 1 19 20 21 22 D1 EAG -1 0.94 0;49 w aR 0.46 7.30 InIncrementalc 2.7 A Tc 34.70 0.0251 Slope Channel 11.3 34 4,2 Allowable 2 -Year 4,00 D1 10 -Year Maximum Maximum 0.12 Segment ID Incremental c Drainage 5.00 6.5 min) 12 (in/hr) Q2 WS) fft) Geometry Liner Material V2 x R2 n Velocity Velocity 110 (in/hr) Qio (cfs) Depth (ft) Channel Remarks Area (Ac.) fps) fps) Depth (ft) Incremental Accumulated b Z, Z2 SCC -'l 0.41 0.2 fax l I 0A1 6.90 4x59 OM 0.100 0A 10 2.0 EC -2 0,33 0.050 4,00 2,4-5 5,98 0.69 O.32 1.00 o,,-, 1 „ <. „ :, ,,, ,..:. SCC-+ 13 y012 0:00 0.00 ioo o43 021 0.. y 153 0.0 3.0 0 1 4g,0 4 5, 027 0.64 0 09 24C4,'.'.aa goyy> 3 V: £i& 0.7. H Ai LFRi- e^9 8- yg.E: 4A.b fii g3. 0 3 ^£o4i- -4- C-2 s°°,C 80. 050 i&,V.R it d <S3 4 e3? :. g4 0ay K K TORR SEWER DESIGN WWA PROJECT NUMBER 21501 1.1 1 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Westminister-Canterbury Entrance Improvements SHEET 1 OF 1 a ri nl ZI ARCA, RUN- I:i. • I+ta INLET RAIN RUNOFF INVERT SET REV. NO. 2 ADDRESS COUNTY COMMENTS 99 CAPA- FLOW I S 1JF :• 67 IFIL'IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MMMISM= FROM TO DRAIN OFF CA TIME FALL Q ELEVATIONS LENGTH SLOPE DIA MAN IING's CITY SEL TIME Nil . Ni 1 TOP INLET INLET DEPTH INLET No. POINT POINT A" COEF TO 110) n FULL) FULL) WWA NUMBER: 215011.11 REMARKS ELEVATIONS H) 06104 18 iliill ti l'iiii w4`Gi• Is1`=a irF1 F?tiliiid r Ilr1!!! INCRE- ACCUM- MIN IN/HR CFS ZIPPER LOWER FT FTIFT IN DATE CFS FPS SEC FT FT ACMES C M:ENT ULATED END END 1) 2 3 4 5 6 7 3 9 10 11 12' 13 14 15 1 17 1 19 20 21 22 D1 EAG -1 0.94 0;49 0.45 0.46 7.30 5.3 2.7 495.13 494.26 34.70 0.0251 15 0.013 11.3 34 4,2 499.13 4,00 D1 D3 EX -2 0.12 0.90 0.11 1 0.11 5.00 6.5 0.7 516.94 511.54 54.00 0.1000 15 0.013 20.5 15,7 3.2 521.90 4.96 D3 10+00 10+50 11+00 PROFILE VIEW: EXISTING STORM DRAIN STRUCTURES EX -3 TO EX -5 EX NEW GRADE GRADE 0 ( ® Ck PIPE PIPE ls lr c-N TEAM 08/17/18 a ri nl ZI LA Fill I:i. • I+ta inAll i PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS 99 09/20/18 I S 1JF :• 67 IFIL'IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MMMISM= 1l ls.li DRAWN BY: KTM W 11!::11M W111111111111111111 11 711 Nil . Ni 1 11=iiia D1HR BY. HFW SHEET NUMBER: 12 of 2 WWA NUMBER: 215011.11 FILE NAME: 501111 C-PP-2.dwg DISCIPLINE: CIVIL H: 1`--50', =50' V. 1 06104 18 iliill ti l'iiii w4`Gi• Is1`=a irF1 F?tiliiid r Ilr1!!! NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 10+00 10+50 11+00 PROFILE VIEW: EXISTING STORM DRAIN STRUCTURES EX -3 TO EX -5 EX NEW GRADE GRADE 0 ( ® Ck PIPE PIPE 10+00 10+50 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX- I TO D I ls lr c-N TEAM 08/17/18 a ri nl ZI LA Fill I:i. • I+ta inAll i PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS 99 09/20/18 I S 1JF :• 67 IFIL'IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MMMISM= 1l ls.li DRAWN BY: KTM W 11!::11M W111111111111111111 11 711 Nil . Ni 1 11=iiia D1HR BY. HFW SHEET NUMBER: 12 of 2 WWA NUMBER: 215011.11 FILE NAME: 501111 C-PP-2.dwg DISCIPLINE: CIVIL H: 1`--50', =50' V. 1 06104 18 Is1`=a irF1 F?tiliiid r Ilr1!!! NO. SHEET REVISION BY DATE NO. SHEET REVISION BY 10+00 10+50 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX- I TO D I 490 '111 2t - - _ 490 10+00 10+50 11+00 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX -2 TO D3 NOTES: 1. SEE DRAWING NUMBER C-8 FOR STORM DRAIN ALIGNMENTS. 2. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION OF STORM DRAINS. SEE NOTE 9 ON DRAWING NUMBER C-1. 1 ls lr c-N TEAM 08/17/18 a ri nl ZI LA Fill T 9: Lic a 12-957 m C inAll i PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS 99 09/20/18 I S 1JF :• 1l ls.li DRAWN BY: KTM W W111111111111111111 Nil . Ni 1 D1HR BY. HFW SHEET NUMBER: 12 of 2 WWA NUMBER: 215011.11 FILE NAME: 501111 C-PP-2.dwg DISCIPLINE: CIVIL H: 1`--50', =50' V. 1 06104 18 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 490 '111 2t - - _ 490 10+00 10+50 11+00 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX -2 TO D3 NOTES: 1. SEE DRAWING NUMBER C-8 FOR STORM DRAIN ALIGNMENTS. 2. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION OF STORM DRAINS. SEE NOTE 9 ON DRAWING NUMBER C-1. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 T 9: Lic a 12-957 m C W ENGINEERS SURVEYORS PLANNERS AsSOCIATES Cf Lynchburg,"`221 Phone:iih4 3's Vv'l4','v;M1M1ry ):i:)C18C'.'S.t12i DESIGNED BY. SST PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 DRAWN BY: KTM DRAWING NUMBER: TITLE: STORM DRAIN PROFILES AND CALCULATIONSD1HRBY. HFW SHEET NUMBER: 12 of 2 WWA NUMBER: 215011.11 FILE NAME: 501111 C-PP-2.dwg DISCIPLINE: CIVIL H: 1`--50', =50' V. 1 06104 18 NO. SHEET REVISION BY DATE NO. 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"I / / I , it - --- '-------- - = S / / I % ` , - Ij Il I lit -----___ _ --- - -- - - - J \ I ' I lI j1/'/ '/ I i I' I ---- -- _- i ,1'' r -r I I I/ 11 l % I ;I i il' i1 j! II" y , \ \ 7 '- _ - _ - II ii f'I 11 '! I I I '' \ -- --- >t_ , f J '° - -- -------- --_- - " -; _ _ -- I I ,II I (I I j" I /' \\ \ ` /- --- ----------- ---_ - - - - '_ _- EXISTING TREE/LINE' %/ I / / I Ij i \ \ - i --- _ —' I / ' I EXIST( V},_A-QRWEALT*SIGN_ ' ' -_ =_ __-- l / I tI \ - _ T AND % NDSAPING. _ 'a --=- - i--- - - -- - -- II-- -- -\ \ -- - % - - - EXISITNG SIDEWALK--' - - - - - - - - - - 'I - - ' ,, _ _ _- __-_----,_ _ _ _'_ TO BE REBUILT j / / I'' \, I it a \ +. I- r - - - - -= -- -" - _ ------ — __ r__._ - - f` ',', ''/,/ I i , ,I \ - - _ -- -__ _ _ _ _ __----_ _- _ - - = :-_), ,_1 EXISTING STORM SEWER -,_1 Ii I - ` - - ';- -`1.".\ - 1 +--\------_\ - - - : ----- , _ - ------ - i\ — I ----- - -_ _ -- ____ y---- -- -- -- \ V / %/li t I --- - - ---- TRAFFIC C; "IN,-f-` -- f \ -- i I- — - f- lrvl - ------ --- , TO BE RELOCATED _- __ „_ I __ - \\\\ \ PROPERTY LINE \ ll 1 KEY PLAN: EXSITING CONDITIONS SCALE: 1" = 30'-0° RELOCATED TRAFFIC CABINET PROPERTY LINE ROUTE 250 ENTRY EXISITING GATE HOUSE JIJ-) / / / I _' , rif,'.' / / , / i ( J ' / /, / / i I/ IJ$ / j,;' / / r J ,N ' /' i,__i - -\ ' \.J I / / / / / / / Li , "1 (/" ' ' ' / / o . /-,may. ` .% / / / / I IL- f / - / / / / ` 1 I/ / / , 1 I I T -y I 11,j l / / // // I \ ' /' V 1 4 / / / f I \\ -'\ ,`-/ ) // I / / J tom, II , ',\ /, \\? I \ - =), j ) / t: - / - 1, / _, _-- it '/ // r I \ i \ \ I _( /\ 11, I 11 - ', a l' , / /, ) \ \ ,/'t' \ y, L. I \ - C //' ;/ / - \ ') _ / Z \ ---------- I ,_ ___ / , ' F - / / 11 ' N , z \ \ i 11, I \ \ \ / - f ./-ice;/\ / ' r \\I--------- - \ \ ,\ / I1 \ \ /, X" , j l h \ \, --- \ 11 i / - - - h/ / / . j/ 11/ 1 f G \ \ __/ 1 I / , f / i y J, - / i elelel . 1.1.! IC 1 i ,% 1 i , 1)'ULMUS'ACCQk'AD' 2.5/ "'B&B'/AS PLACED j/ 1) ULMU$ ACCOL,.AbEr l 2" B&B, AS PLACES 7) THUJA OCCIDENTALIS, 8-10' B&B, 9' O.C, j I j JI RELOCATED TRAFFIC)CABINETzq d / , q 1/ -- rT--la (T J ' 1fl-)IL-X VOIMITORIA NANA 5 GAL., 3' 0/.C. SITE PLAN: MAIN GATE SCALE: 1/16"=1'-0" 1 (1) ULM,US 'ACCOLADE' — n 2.5;' B&B, AS' PLACED " 3) ULMUS "ACCOLADE'- - - - - - - - \ - -- - j ;;/ / / I y ;// 2.5" B&B AS PLACED P r' 61 i x l l I RELOCATED POLE LIGHTS. POLE LIGHTS MEETALL REQUIREMENTS OF LIGHTING ORDINANCE. SOD UNDERPLANTING ----- 3) ULMUS'ACCOLADE'. 2.5" B&B, 50'0.C. SIDEWALK__ -- J` RELOCATED FIBER OPTIC JUNCTfONBOX 4) THUJA OCCIDENTALIS, - 8 -10 B&B, 9 O.C. l J -------------- ' Lfl.flO PLAN ENLARGEMENT NEW ENTRY WALLS AND PIERS_ ==- --- 7 [' PROPERTY/LINE _ I 16) ILEX VOIMITORIA NANA 5 GAL., T O.C. PROPERTY LINE 79) ILEX VOMITORIA 'NANA' 5 GAL, AS PLACED, PLANTINGS TO BE MAINTAINED AT HEIGHT NOT TO EXCEED 30". 17 Ulmus Accolade' 12 Thuja occidentails 111 Ilex vomitoria `Nana' 2.5" B&B 50' o.c. 8-10' B&B 9'o.c. 5 gal. To.c. PLANTING SCHEDULE: STREETSCAPEAND SIGN NTS NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BEA FULL CUTOIFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURALAREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT CANDLE. 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. C) r0 J LLJ 0 L D ILLJILL] 0 0 Wr/ q0.y N C) -- ZD uj mo F— ui W U- 3: o iNO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 00 UJI w F— w 0 z 0 J, rl z - h rte i 71 4 1Z), x 1) ULMUS'ACCOILADE'2.5" B&8, AS PLACED BRICK PIE L5.1 0 Sim 1 i SITE PLAN: GATE HOUSE SCALE: 1/16"=1'-0" u 1- lam' J\ _ _ - l 4) ULMUS 'ACCOLADE'2.5" B&B, 50'O.C. BRICK ENTRY WALLAND PIERS SEE 215.00 ELEV. BRICK PIERS FITS NOTE: EACH (OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED T0 REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL. DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURALAREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT CANDLE. NOTE: ALL S17E 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 10 M a a I*] M V, -0101 IS .3 0 I NIO DATE ISSUE 1 02.09.18 pricing set 21 02.20.18 rev 1 pricing 1 05-16.18 rev 2 review 4 6.04.2018 SUBMISSION r%000 LJL- 8.20.2018 SUB 2 6 9-21MI8 LJL fVoo uj j ui U) uj U) Ljj U) ui u— i o I NIO DATE ISSUE 1 02.09.18 pricing set 21 02.20.18 rev 1 pricing 1 05-16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9-21MI8 SUB 3 WESTMINSTER CANTERBURY SIGN LOCATED IN DOUBLE PANEL n nTo— 1111 /'1T m' '11/ ELEVATION ENTR CON, LIGHTING PLAN NEW ISLAND SIGN SYMMETRICAL, ALL PIERS TO ALIGN ACROSS ROAD f \Ari x/d J // C j i A PLAN ENLARGEMENT MAIN GATE SCALE: 1/8" =1'-0" ELEVATION: GATE HOUSE SCALE: 1/2" = V-011 0 ESP 99.82 1j102.67 TW 101.67/ r TP 14 7' BP 99.82-w TS 103.53 TW 101.17 2 r TP 104.17 BP 99.54 TW 101.67 TP 102.67 BP 99.21 ELEVATION: MAIN GATE SCALE: 3/8" = 1'-0" NEW SIDEWALK CONNECTION PROPERTY LINE NOTE: GATE DESIGN IS SYMMETRICAL ACROSS ROAD PIERS, WALL, SIGN AND LIGHTS ARE MATCHING DESIGN 71-111 EXISITING COMMONWEALTH SIGN PROPERTY LINE 141- 2" O 1 N ARC BRICK RETAINING WALL, CAST STONE CAP BRICK PIER WITH CAST L5.10 STONE CAP, TYP. 71-111 ENTRY SIGN L5.10 CAST STONE PANELS WIITH CAST STONE SURROUND, PINNED PAINTED ALUMIINUM LETTERS, 3 COLORS 02.09.18 pricing set 2 02.20.18 rev 1 pricing 0 G J` 4 D p O 8.20.2018 0 6 9.21.2018 o l r 0 ESP 99.82 1 j102.67 TW 101.67/ r TP 14 7' BP 99.82-w TS 103.53 TW 101.17 2 r TP 104.17 BP 99.54 TW 101.67 TP 102.67 BP 99.21 ELEVATION: MAIN GATE SCALE: 3/8" = 1'-0" NEW SIDEWALK CONNECTION PROPERTY LINE NOTE: GATE DESIGN IS SYMMETRICAL ACROSS ROAD PIERS, WALL, SIGN AND LIGHTS ARE MATCHING DESIGN 71-111 EXISITING COMMONWEALTH SIGN PROPERTY LINE 141- 2" O 1 N ARC BRICK RETAINING WALL, CAST STONE CAP BRICK PIER WITH CAST L5.10 STONE CAP, TYP. 71-111 ENTRY SIGN L5.10 CAST STONE PANELS WIITH CAST STONE SURROUND, PINNED PAINTED ALUMIINUM LETTERS, 3 COLORS NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 r 00-0 aa. uj CIO ui UL O NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 VARIES, SEE GR Q r' U -i l'-0" 1 8" 1 V-0" lonamaywill SCALE: 1" = l'-0" CAST STONE CAP, B 4 @ 12" O.C. 8" X8" CONCRETE PIER W/'(4) #5 VERTICAL 3 TIES AT 12" O.C. BRICK PIER JOINT TYP, RAKE JOINTS, TYP. NO 187 HECKMAN ANCHORS EVERY THIRD COURSE HORIZONTAL, 32" O.C. HORIZONTAL, TYP. ATTACHED TO CONCRETE WALL WITH S.S. NO. 12 SCREWS CAST STONE BASE COURSE 1/2" CHAMFER AT TOP EDGE CARRY STONE BELOW GRADE ETE BLOCK OR FORMED IRY LEDGE AS REQUIRED 4 @ 12" O.C. TRANSVERSE REINFORCING @ TOP AND BOTTOM 5) #4 LONGITUDINAL REINIFORCING AT TOP AND BOTTOM 4'S L HOOK V RETURN INTO FOOTER 12" O.C. CAST STONE SURROUND PINNED LETTERS ON CAST STONE PANEL CAST STONE CAP PIER BEYOND BRICK WALL, TYP. 11 !L--J, BW VARIES, SEE GRADING L5,0 2" O O O ..:O i O i i N 1'-0" 811 1-0„ BRICK WALL AND SIGN SCALE: 1" = l'-0" CAST STONE CAP BLACK PANTONE 1670 (ORANGE) 1 0 TRIDF ,H i' i; SIGN LETTERING SCALE: 1 1/2"= 1' 0" PANTONE 286- CVU (BLUE) CAST STONE SURROUND CAST STONE PANELS BEYOND LETTERING, JOINT LINES 4',S @ 8" O.C. BOTH WAYS EMIBED IN FOOTER COiNCRETE BLOCK OR FORMED MASONRY LEDGE AS REQUIRED 4 @ 12" O.C. TRANSVERSE REINFORCING @ TOP AND BOTTOM 5) #4 LONGITUDINAL REINFORCING AT TOP AND BOTTOM OU7LINE INDICATES AREA: 12 SQ FT NOTA BUILT LINE) 1 e 2 N 1'-6" E SCALE: 1 1/2" =1'-0" NOT FOR CONSTRUCTION 4W s It M NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 a LANDSCAPING AT WALL TO PROVIDE SCREENING AT LIGHT FIXTURES SIGN PANEL 7) IN GROUND VISTA PRO 1185 LIGHTING SYMMETRICAL AT WALLS F90410ORFAMIM MAIN GATE LIGHTING SCALE: 1/8" = V-0" PROFESSIONAL Type: OUTDOOR. UGHTING Model: SPECIFICATION SHEET project: MODEL 1185 Architectuiral Series a Inground & Well Lights FIXTURE SPECIFICATIONS - DOOR. LIGHT DISTRIBUTION: N, Vent' Narrow Spot VNS (NEMA 2x2l, Narrow Spot NS (NEMA 2x2,1, hard anoclbcd) anci po-vvcier coated far maximuirn corrosion prolection, Medium Flood MF (NEI'VIA 4x4), and Wide Flood WF (NEMA 6x6). Captive stainless steel fasteners affixed to a verntiiatcd door. Inner vents N allow hot air to escape from around optic housiing while outer vents allow S pecular or serni-specular optics designed for maximun, performance and coot air to enter fixture housing. Ising. Unitormity. Very Narrow Spot VNS optic incorporates an internal source FIXTURE HOUSING: A Corneression-molded, ,lass -reinforced polyrneIr for strength and high UV LENS/SEAL: stabdity. Nlolded,,-JIth integral junction box. Unibody construction allows for 1/4" thick tempered pressed clear c_ (ass sealed with a solid molded silicone superior door and optic housing support- J-boux comes standard vfith two gasket. NPT bottom 834 tapped holes. NPT frron: F34,777 NPT side S34 WIRING. and NPT all A34 conduit entry holes optioniai (Consult Factory), MAIN GATE LIGHTING SCALE: 1/8" = V-0" PROFESSIONAL Type: OUTDOOR. UGHTING Model: SPECIFICATION SHEET project: MODEL 1185 Architectuiral Series a Inground & Well Lights FIXTURE SPECIFICATIONS - DOOR. LIGHT DISTRIBUTION: ie -cast, love copper content, ti36C aluminum. Post anodized Type III Vent' Narrow Spot VNS (NEMA 2x2l, Narrow Spot NS (NEMA 2x2,1, hard anoclbcd) anci po-vvcier coated far maximuirn corrosion prolection, Medium Flood MF (NEI'VIA 4x4), and Wide Flood WF (NEMA 6x6). Captive stainless steel fasteners affixed to a verntiiatcd door. Inner vents REFLECTOR: allow hot air to escape from around optic housiing while outer vents allow S pecular or serni-specular optics designed for maximun, performance and coot air to enter fixture housing. Ising. Unitormity. Very Narrow Spot VNS optic incorporates an internal source FIXTURE HOUSING: shii-Id to elirn:nati:. unwanted glare outside the beam Pat4err" Corneression-molded, ,lass -reinforced polyrneIr for strength and high UV LENS/SEAL: stabdity. Nlolded,,-JIth integral junction box. Unibody construction allows for 1/4" thick tempered pressed clear c_ (ass sealed with a solid molded silicone superior door and optic housing support- J-boux comes standard vfith two gasket. NPT bottom 834 tapped holes. NPT frron: F34,777 NPT side S34 WIRING. and NPT all A34 conduit entry holes optioniai (Consult Factory), 3' 18/3 :01outdoor -rated' ard usage cable standard ff r non -dimming ND OPTIC HOUSING: and Phase Cut TRIAC (1 201'vOnly) dimming PCT fixtures, 31' 18/5 outdoor- Die-1-a.,,,t A3160 alurninurri. Finned for maximum (heat d:sapat:on. Type rated hard usage cable standard for 0-10V chnn-ring. 010 Fixtures. Cable III hard anodized and Henderlubed for niaximurm corrosion protection, exits fixtture, housing through a liquid Light cable fitting. Optic and driver compartment separately seaie>d while being electricall", DRIVER: connected. Integrai CUL listed 'LED driver, either n on -d ini in able IND or dimmable. DRIVER COMPARTMENT- Dimn-ilrig 0-1 OVDC 010 And Phase Cut TRIAC (120V only PCT oFitions I-miection molded PPS for maxii-num corrosion prrotection. Driver available. Multi -Volt MV 120\1-277V driver input standard, cornpartmenthout;es electronic LED driver and thermostat which cuts ACCESSORIES: po,,Ajer to fix4ijre it-, abnormal ambient ternperatiure conditions, Driver T05 -'T;lt Optic 'J', T010 - -Tilt Optic 10', T015 - *Tilt Optic. 15-, T025 - compartment is cornPleti-ilY epoxy pctt clto protect electronics From Ti;;i, Optic 25', DF -- Diffuse Filter, LSF - Linear Spread, Filter, RBIK - Rebar moisture, Bracket Kit, STIR S4nless Trirn Ring, and HS - Half Glare Shied. DOOR FINISH: Dichroic Lenses: YL -Yeflow, RL - Red, BL - Blue, GL - Green. Durable powder coat Finish available in Glossy Q3rav,Black; Ar. hitectura MOUNTING: Brcinz41 Dark Bronze, Verde, ' PewLer, Anchilet-Luiral B•Icl<, Granite, Fixture suitable for direct burin earth or poured concrete implications. Bronze, Spe6a': Bronze, Terracotta, Rust, [Hunter Green, Mocha, CERTIFICATION: Weathered Bronze, Weathered Iron, arid White, Custom Powder coat C ETL US wet location listed. IP68 finishes available on request- MF_ Medium Flood 35 - 3500'K LED- Ail Vista luminaires are MADE IN THE U.S.A. Creed} CXA 1830 COB driven at 350mA, 500rntA, or 620--nA, COLOR TEMPERATURE: 50 - 5000'K LED's are offered in 2700'K, 13000'K, 3500°K, 4(000'K, or 5000'1< CCT G - Verde W1 - Weathered Iron ANSI white 4 step CreecE-D East WrI , jtoTm bins with B & C lumen TOP VIEW SIDE VIEW MOUNTING HOLE: N FV"S) STANDARD FOR OPTIONAL RCI3", R MOUNT BRACKET (RBK% DRAIN HOLE 15 PLCS) STANDARD Vista Professional Outdoor Lightimg reserves the right to modify the design and/or construction of the fixture shown without further notification. 2 FIXTURE A- L6.OV NTS 1625 Surveyor Avenue - Simi Valley, CA 93063 - (805) 527-0987 - (800) 766 -VISTA (8478) FAX: (888) 670 -VISTA (8478) - email vistapro.com - www.vi5tapro.com PROFESSIONAL OUTDOOR UGI -{TING SPECIFICATION SHEET 7— C) MODEL 1185 Architectural Series * Inground & Well Lights C,4 LAMP SPECIFICATIONS, LED: Fixtureainning achieved viaa series oftiltopticlenses ancircatent High lumen output LED povoered for high efficacy pending magnetic aiming system. 0 Cree(R) CXA 1830 COB driven at 350mA1 500niA, or 620mA ELECTRICAL: 2700'K, 30x00°K, 3500K, 40(90'K, or 5000'K CCT ANSI white 4 step Constant current 350i-nA, 500mA, or 6201mA output driver. Cree®R Easy Wh4erll bin!3. Multi -Volt MV 120V -277V universal inout, Z D 800-2000 Delivercd. Lurnens 3-18/3 outdoor --rated hard usage cab . le standard for non-dinIMIP9 15-25 Watts ixWrE,Sand P3tale Cut TRIACPCFdirni-ning fixtures. OPTICSIAIMING: m 3' 18%5 , /S c jtdocr_rated hand usage cable standard for 0-10V dinin-ling Specular or hIsigned for rnaNimurn Fie rf;,-mri a rice fixtures. CN an,d tin for-nity, co Very Narrow S : Dot VNS (NEWA 2x2), 11INarrov,; Spot NS(N'1__MA 2x21!' Medium Flood MF (NEM -11A 4:x4.1), and Wide Flood WF (NENI.A 6x6). FIXTURE ORDERING INFORMATION TO ORDER FIXTURE: Select appropriate choice from each column as in the following example. 1 MODEL DOOR FINISH DISTRIBUTION COLOR TEMPERATURE DELIVERED LUMENS 1185 GG - Glossy Gray TC - Terracotta VNS - Very Narrow Spot i A -800-1200 B - Black R - Rust 30 - 3000'K B - 1200-1600 Z - Architectural Bronze HG - Hunter Green MF_ Medium Flood 35 - 3500'K C - 1600-2000 f M - Mocha WE - Wide Flood 40 - 4000'K LZ - Light Bronze WB - Weathered Bronze 50 - 5000'K 1185-VNS not available G - Verde W1 - Weathered Iron with B & C lumen P - Pewter W - White packages. BR - Architectural Brick SB - Special Bronze GT - Granit ... . ........ VOLTAGE LENS DIMMING CONDUIT ENTRIES ACCESSORIES MV - Multi -Volt CX - Crowned Clear ND - No Dimming B34 - Bottom 34 T05 - Tilt Optic 5' RBK - Rebar Bracket Kit 120V -277V) AX - Anti Slip Clear 010 - 0_10V standard) T010 - Tilt Optic 101 STIR - Stainless Trim Ring PCT - Phase Cut TRIAC T015 - Tilt Optic 15' HS - Half Glare Shield 120V only) F34 - Front 1/4" T025 - Tilt Optic 25' YL - Yellow Lens S34 - Sides 1/4" DF - Diffuse Filter RL - Red Lens A34 - All 3/4" LSF - Linear Spread BL - Blue Lens available as an option) Filter GL - Green Lens U) Consult Factory) Lumens I LUMEN OUTPUT PACKAGES wac€s Vista Professional Outdocr Lighting reserves the right to modify the design andliur construction of the rii without further notification. 1625 Surveyor Avenue - Simi Valley, CA 93063 - (805) 527-0987 - (800) 766 -VISTA (8478) FAX: (888) 670 -VISTA (8478) , email@vistapro.corn * www.vistaproxorn i 85 08,17 NOT FOR CONSTRUCTION 7— C) LU C,4 0 Z D 0) CN LU qj 0 0 C- r ill CN co D Lij 00-00 Z Lij LLJ j CID LU U) LU C/) LLJ 0 F- U) LU LL 3: 0 NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 100 Ir - 0 C 04 D u- 0 Uj I-_ 0 2-7 U) L 0.00