Loading...
HomeMy WebLinkAboutARB201600037 Plan - Submittal (First) 2016-04-14INITIAL SITE PLAN FOR HOLLYMEAD TOWN CENTER 150JANGLE5 TAX MAP 03200-00-00-041 D4 R10 DISTRICT, ALE3EMARLE COUNTY, VIRGINIA 111 *1 __ , f EXIST NEW DESCRIPTION 16" TC X 12' Tc TOP OF CURB ELEVATION 16' X 125' SPOT ELEVATION 16` Tw X 12' Tw TOP OF WALL ELEVATION 166 PLv X 12' BW BOTTOM OF WALL ELEVATION — JHf - — oHE- BENCHMARK :w— Area STORM SEWER «....«m PD RD ROOF DRAIN v- 1 SEWER LINE Total= 6"W — WATER LINE — GAE- — GAS - GAS UNE — JHf - — oHE- OVERHEAD ELECTRIC WIRE — Ll,;r — — DQE — UNDERGROUND ELECTRIC -- CHT — — oHT — OVERHEAD TELEPHONE LINE — u;r --- — ucT — UNDERGROUND TELEPHONE LINE D � DRAIN INLET (DI) ® STORM/SANITARY MANHOLE C C PLUG ® WATER VALVE & BOX GRADING EASEMENT FIRE HYDRANT CM ® WATER METER DRAINAGE EASEMENT �© LIGHT POLE — -!!- UTILITY POLE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. PROPosED usE Drive—Thru Restaurant With Offsite Travelway OWNER � DEVELo�ER Hollymead 29, LLC 195 Riverbend Drive Ste 1 Charlottesville, VA 22911 STEEE� SLOPES Managed slopes on this site are shown on Sheet C3. INiPER�/IOUS AREA SCI�fIEDULE EXISTING Area % IMAGE PROVIDED BY GOOGLE MAPS 5,617 SF 11.4% PROPERTY LINE cot#6rfie L Total= — — — — ADJACENT PROPERTY LINE PROPOSED Area % New Building VACATED PROPERTY LINE 7.7% New Road/Sidewalk 31,878 SF 64.8% BUILDING SETBACK 13,562 SF 27.5% Total= _ PARKING SETBACK -- IL"I"'EMUE7 "171 DI �1 ®ESI SANITARY EASEMENT GRADING EASEMENT C I — C O "`/ E R1-1 1ff T F,5 DRAINAGE EASEMENT — UTILITY EASEMENT C 2 - P ISO E E E ISS AND GENERAL NOTES WATER EASEMENT C3 - EX 1 ST I N G CONDITIONS ACCESS EASEMENT STORM DRAINAGE EASEMENT C4 - S 1 T E LAYO U T TREE LINE C5 - UTILITY PLAN � GRADING PLAN --x-- FENCE CC; - ISO A D PLAN * D ETA I LS STREAM 1 —12— CONTOUR C7 - LANDSCAPING 1P LA N 332— INTERVAL —300-- — oo — INDEX CONTOUR SITE CG -2 STANDARD 6" CURB GG -6 CG -6 COMBINATION 6" CURB & GUTTER b a CONCRETE PAVEMENT // SIDEWALK ' RIPRAP o Mttr S# Cris' ' 648 GRASS EC -2 MATTING EC -3 MATTING Targe , 10 to PARKING COUNT Q ® CROSSWALK j,/M/M RY HANDICAP ACCESSIBLE AISLE ® CG -12 HANDICAP PARKING 1571 Kohl s Charlottesville # NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. PROPosED usE Drive—Thru Restaurant With Offsite Travelway OWNER � DEVELo�ER Hollymead 29, LLC 195 Riverbend Drive Ste 1 Charlottesville, VA 22911 STEEE� SLOPES Managed slopes on this site are shown on Sheet C3. INiPER�/IOUS AREA SCI�fIEDULE EXISTING Area % IMAGE PROVIDED BY GOOGLE MAPS 5,617 SF 11.4% PROPERTY LINE 43,831 SF 88.6% Total= — — — — ADJACENT PROPERTY LINE PROPOSED Area % New Building VACATED PROPERTY LINE 7.7% New Road/Sidewalk 31,878 SF 64.8% BUILDING SETBACK 13,562 SF 27.5% Total= _ PARKING SETBACK -- IL"I"'EMUE7 "171 DI �1 ®ESI SANITARY EASEMENT GRADING EASEMENT C I — C O "`/ E R1-1 1ff T F,5 DRAINAGE EASEMENT — UTILITY EASEMENT C 2 - P ISO E E E ISS AND GENERAL NOTES WATER EASEMENT C3 - EX 1 ST I N G CONDITIONS ACCESS EASEMENT STORM DRAINAGE EASEMENT C4 - S 1 T E LAYO U T TREE LINE C5 - UTILITY PLAN � GRADING PLAN --x-- FENCE CC; - ISO A D PLAN * D ETA I LS STREAM — —12— CONTOUR C7 - LANDSCAPING 1P LA N 332— INTERVAL —300-- — oo — INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB GG -6 CG -6 COMBINATION 6" CURB & GUTTER b a CONCRETE PAVEMENT // SIDEWALK ' RIPRAP ASPHALT GRASS EC -2 MATTING EC -3 MATTING WETLAND 10 to PARKING COUNT Q ® CROSSWALK j,/M/M HANDICAP ACCESSIBLE AISLE ® CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. PROPosED usE Drive—Thru Restaurant With Offsite Travelway OWNER � DEVELo�ER Hollymead 29, LLC 195 Riverbend Drive Ste 1 Charlottesville, VA 22911 STEEE� SLOPES Managed slopes on this site are shown on Sheet C3. INiPER�/IOUS AREA SCI�fIEDULE EXISTING Area % Impervious 5,617 SF 11.4% Open space 43,831 SF 88.6% Total= 49.248 SF (1.13 ac.) PROPOSED Area % New Building 3,808 SF 7.7% New Road/Sidewalk 31,878 SF 64.8% Open Space 13,562 SF 27.5% Total= 49,248 SF (1.13 ac.) Total Impervious Area = 35,686 SF (72.5% Parking Analysis (Per approved PDM1C Zoning) Required: 13 spaces per 1,000 Restaurant Floor Area Bo -jangles' Restaurant = 3,808/1,000 x 13 = 50 Total Required Parking: 50 Spaces Total Spaces Provided: 47 Spaces Shared Parking Will be Provided withi Full Buildout of Block C1. WATERSHEDS This site lies within the Powell Creek Watershed. LIGHTING & LANDSCAPING Detailed Landscaping and Lighting Plans Will Be Provided with Future Submissions. 201111 i�! G PD—MC: Planned Development —Mixed Commercial Subject to Proffers, Application Plan, and Code of Development souRCE O� TITLE D.B. 4654 P. 212, D.B. 3667 P. 685, D.B. 2904 P. 065 iVI�AGISTERIAL DISTRICT Rio SOURCE OF BOUI'�lDARII' & TOPO Source of Boundary Survey: Field Survey by Roger Ray and Associates on June 25, 2015 Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015 Survey Updated by Roger Ray and Associates on February 4, 2016 Benchmark and Datum: NAVD88, Site Benchmark: Storm Manhole Top at Northern Corner of Parcel Elev = 540.51 BUILDING HEIGHT Maximum Height: 35 Feet SETBACKS As Per PD—MC Code of Development EXISTING USE Vacant Lot TRIP GENERATION AM PM Use Description ITE Qty Daily In Out Total In Out Total Fast -Food Restaurant 934 3,8005F 1885 104 100 204 94 1 86 180 Total 1885 104 100 204 94 1 86 180 FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO140D), this property does not lie in a Zone AE 100—year flood plain. CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAIL VIRGINIA DEPARTIMENT OF TRANSPORATION 1A C 1 C I r.."k n 1 Iii rl IA ':41 I'MA 11P LU — W 1 I -P-) ' -a") 1 <--/ 1 1 • 0 I � r� NZ v N W W Z Z w a z � 0 W w� a® z w� N O N W w i- Q � �> ZLjW � w �W 0 W Q w °2: ���PLTH pA v JUST . SHIMP a �,ic. 0.45183 ��SSIONAL ��01 rTl o 0 Date 0,3/21 2016 Scale Sheet No. C1 OF 7 File No. 15.039 + 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All imaterials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All .slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). �•� ` Y!: w x I. � I k i f l :i• 1{ TAX MAF 32., Parveh AID, 43A 44, 45,46 37.1 Agree .. ,1 M : i t. • F. i t 4. '!3 : i'r 1 r d. ' ♦! .. ! L'. Yr. s' • t ":- #a :, r � a,ir 4.6-. *{l.' f«.r 3..t1 • 1 i *rid a'1 d �:.. /, ,. .. li,. i ''t :.� iti. 1;-' d t +•d M � r'. _ :,3. d:. :- :•: • +:.! Lid �, 1 k fre :-. 1: ' r ;.1 i ?. py f Y:. �. F.. 'e+: r 1 1.:'. •' 1- f i+. i ri'. ' .. t ! { 1 -.s,f r.4 : 6-1 _♦. 1 p.. ,.. r , » .. i ♦ •.t{ ! , Y^:' Y: d i , 'nese conditions am pnffiidred ;. ••i of ' :a .«: ..a.zotims : d r- it is agreed 1;;; •• / pr rWr:itself gives rise to the need for the r L R' i •i6- l such p t i { d' have ,i : Dcvdqmentshatf be im Severalaccord 7 the Appfication Plan entitled " ezot• Application ■ ; tis i.: ♦ M. Sld i..' i C C: +lit e., Regional �rt t t t.. +F ,.k' , . .. . r onlyl 6-. a ve 1 F :YpM: Epyo/ 'i7E 1 "Y ;.revised. list re&ed� July 7,2003 r r .1 ! 4 Plan"). ipt` t b! : • i dev&pmwt4 ♦rt' '1fen= 1'i maim elements wftlki "'' fU 1 theProperty •.i wessentialto destp l' f1 i development shall L," in + :,: w. : rr i iF the Block h - i if. Code { i !' r. ni Wanvive.and the Code i DevelopmeWs trNes andappendicesi t!1.. 1 the }:6-I :r..a/Application Booklet. w.i ... l ii ' d Town Center, Doolde, MA -0 1 q. - The . i.. have .; presented. :i,: p' of f.ei rezoning Fldapplication,a munber of conceIllytad plus and . i :Vii for «.. i purposes, d+.. Y•» to Y! • M d'Wication for p.> '~1 •' i I ! aCtriOnSthey ....4 Unless speefficallyreferenced inthese ! i 1 plat':` andillusmdons aspart ! !•f ; i` ='m*ngapplicemn,other tlum theApplication Plan asdefined r ♦ Ivi be domed 76- eiillustrativeody, mw : and ili�stra6ws sWnot be t :, rN 1e.1' r r` :d.... The, Own= ra ra , the right to e: i. i la t.:e. MIinternal i { .. !1p p i.9,1WIXf1.i.: Y?. 1?: ! f 'g of!..' / 11 'ii, parking :..:A^M drive aWes aW drive-throtigh ' #;,.i ! &= a., andas sbown i.! : Application Plan : order .. to: comply + Y conditions imposed L Special Use Permks, :7 Lk with ARB requirements ft4 and provide r t rts. ii •1. • pf water i/i: ,. • iM f: p and compliance B10's as necessary. 2. is•. 1 •: a- of Area C as sbown 11 +> AppItication '. • a' 1 .. - cause r:7Y.1 i i:`I i Y' k ilo ii.! road improvarmiftfilashall be roads constructed to VDO p id andeither be : 9• . r e;d k y VDOT or be bonded i a i a+ . :d : : k as - `tIY, i¢rwal wR idi 7 i{.l+a !-R Y +k R.. @7 f .. d. k t sd' r'i 1 a­ I &i "' i ::wi7 r d a d 4": i 94 Y'.- + .16-'::7.4 1 Holtymea,d Town Center Area C neroad' dtN1 {':P:6 -I •'iiA listed 13 i i.•. 2B, and above sban be ri+i ♦. r :L in accordance P.nf.- ,. ph Toed plans ' „F 111 A i the i wm and approved » 1M'/Yr. AD p thes F 4 t' impd .,.:Hk ,eYlt. t'ri : 3e i) cousbucted to i ('' design lad _f:u ,Y : pa purmamt to detailedplans agreed to bahven the Applicant :n :M VDOT, and f f - accepted 1 VDOT for public useor bonded :./ l.. ;.•r ,.i.' as condition fbT issumme of any cerfficate. of oevipancy for :•:. C Hr f rr..:=4+l16r (=Wt as cdnwise provided d proffer e.:- The Width. ' f i lenA Y•.Fiii ♦.r. (inside Y ,♦ ».:d or cutside :Hall "r t.£:. t. :1. ...i !, of erx♦'♦.} tzd vs. niral),and l riarll d • , of aH lane IPY Y• i .. 1 kt:k sW be :b. r af ..d by VDOT design 1 #. .Y 6- : and 4. a:H : «r plans submitted by 1." Owner and appraived by VDOT. 3. ADroad 7F#11. x:,. r' ...6-:4: ►r in profferabove shafl be subsmfiAally completed It'■•. #. the `til :71 v:: Of thei a Fp! 1 #•/ i.':: i 7 Area notwithstanding foregoing- _ p Yd: ! i-4{ MOM 1 ".i7, Y-•ri in proffer above k R •! ohall isatisfied the ow -ii. bas;«.. M N :. ;r6- plain fort, j11 :-t l ♦ ;,+i Yf ime•■ r i:. for review '. +_ by VDOT, , F. M' Y!R ' r sucY :: 11. a !' .. di i': t 'areW ! completed by the isnumm of Certificate dtompi for - :::: dA`+.i bond has beenstiWied i' ''. it is costs / •p:FY-p such imprOveinentsin acxordancewith plansapproved ty:..VDOT.. i'-; :6-'t% complete r. the Puqnm Of bew proffm 3bAiF.--:d appwed r1 L." gmveLM3';p :.pi. gafter, intermediate : We and necemary storm waterit dr.: ' p.:e' .! / r• r Mtp :Mit and ! "isfe:tory completion of road tdY UL required for public . w and i R.1 :'r:t i' 'i;. not f +{. d PK: activated a: da,., which are Subject to testingi. Y. SPck r,r +r:» i d / :'td•• i i ". to tt: f e: !.r 1: All .. proTersto makeroad Y♦f f did i 1 rd in proflerr... these p { J.'u.l.-: am condhionW uponVDCrrs approvO of :H7. ` t:Ytr.'. permit at 1., f1♦r.+ !rr .t ,..d1.a ect! • i Route 'a as sham on the Application Y i The owner 'r.t submit to VDCYr plansk:r smh road Yr t^ i el#f ilh i t 30 days of the rezonh�g and Orap±= diligently p'dl t : i' als fivmvDOT. 4. 1'ki request of ' i to Owner ShAl cOntlibutei i0 It to theCounty f VDOT L rYi s.i i1•i l,r!: aii; ri affilstudy t d ,it_ 29 *!' r 1' S10,000.00 ►rix;{i ftr r r ' i be madeid Y t days after requested L County k' afterp...:. first,�i,p t=i r t; -#t tk :'i. fMr 1. not 0 dew. d '. a for such PurPOSM within three `::+- 00M I6- Fd '- date funds r. were it : r. M '.:r 1 1 1 1 d:: he 1 i H:+.i tothei owner, ' i:' Owner ' 1 a: :. H r■ ! . E $200,000.00 i'- "total, *t M 6- d.. i:,/ 1. to ki;.'' Cou* for - i1. of f fa y+ caphal ip F i 11:•Irti:related tothew' its*5.T k• Center.The contribution ',1 be paid i ,s: $100,000-00 t1.t'.t 1>tit SWI be contnibuted to the County within 1 t Yl s, :. '. NtheYp , find ; k. i A i' ':' 1 i.: { i Platcontaining dwelling IF:'/:. is approved inAxft C; the :rpf.: p:•r n 1 the ►.k tYM b u r. 1 1 aWl be paid d rd pro :YY' 7 +: ' at the 604 r rn rFi' te Of 00=Pwiqits issued for each dwelling r F pro :.Y.. contribution i ll , ' i s e !'rr f, i+r itr W "d • ♦G�' 'units'-ik 6-i�:`: i as kzr' d.: 6-7.' ..' .. i I d: plan .tsubdivision plat f! ,�: � the date - iapproval of the first 'rH d7- W ` plan at Ct. :Y r f F F'.: -H F.. totalxk:L !F F�d k l:Y Y. not d My ri ZMA-01-020 3.::.. { H.:.'. p HoUymud Town 1 e s.. Area C i i' 1- if r i If it 6- r"'ectofAirportRo4tb1swi11providedw connection to Airport Road from Roine 29 as previouSly proffered a pan of Zd 1 ' amsttucted impmvernenm : I+S.' Jadjude ♦ ; '• 1 k• 46-11lanes 1: { t IYt rwiffi the imprrovementsdesigned 'TMPmelsIDI and to the fimt da I= rmmdaboi4 a &=yn road R and Wastbound lanes of dual left :.es oft thru 111meand wecontinuous F. t, turn laned'k;1 the W=dabout at Mr y road a to the iide�ion with Routep i •:!1 the w• n ;,i! ! .:t. r„r;•:.,. road Bti..1 :.i .. section i {;i. ' p be t Yi'#f 1 M rd to theVDOT.»•i ♦ t. with. ! Oddi ♦.i i::tum w m at !t -1 ' .. r•i ♦ M located 1#+�: -. pursuant . 6-k mad r F ::. !. ,. < Y Y' ii ► Id'- "ainiaDepartment t ; d,; p 1 i !+ i OTmid the ♦aspart i t- Am C sitef :,a '305r.174 tk k! d r i ... 11 +.r : H 1.i �.!� • '{ i t } r d 3♦ Y 6-♦ i 6- is r d M 1►d f i f r.:> i i l a- r .r t 1 1 i t.' rrr :7p • r-' r e• - 41 C. Signalization at Tiinbwwwd Boulevard t Y ..R...H 29 sh&Uinclude i..M4.i',. i t••:l.k'ratthe Form LakesSubdivishm i,:ti r :' 1 -:'. locatiMx3 wAWuled in prr it 'i' Ir:1 '♦. Y with VDOT. tam movemem' d ; /•', Signaled at the intersection .:'.ei l ! :1.. . • ! Y►:+ ..-Y♦1 Boulevard, as approved by VDOT. Ir." epi 1' 4 intersection mi ii1 •Foreste be ';b i i.....Yl i to maintain 1. I '.) d. ,.1A 1 :rt r.v+<. ft. el M5, ! 1,.a U A l'-;.rl CIL 10 - d ' rrii a * ...V dd F4, • ft r c design ft 3... .i im.Ir ' # D. The A Ownerproffers . a f . to dedicate .. ..r:Tiandcoinstructthird di ►-. r laneon Route 29 (consisting oflane widtk sWder and drainage improvements) southbouM 1 M mlithe.a p.ter i •[ r# er• iii Boulevard) a:. the Property's. .. Northern L.rw I.6-..;. t:4Owner also •1 , dedicatela6d r. L R.e. to be dedicated am Construct ox0imXM3 thrmgb law500-feetr the South= i ru 44 of Area taper tr - !.:♦ of t t fbot tapubeginning at i ,i d.' ..M. p/ d; and a r ut1' a 1 the fi ++: e' r! .+/! Y'eMand their r kf l .! . r. r r .+r anda continuousr turn d t d R r at ther: Y!atu Northern botmdazy of "._i ♦:.r' 41 A to h «:li 11 at the South= a Yri1C s p„i..'.. of E. Cautruction ofont,A I dill .-• *0•d1d Ft i r twn Nmthbound law starting 1090 d,. Muth ofrunberwoodDoWevardatthelocation ofthebeginning of the fand taper ofWorth Crossing and Route and terminating at Timberwood a o m U :, -.■ :+ ;::e 6-+i'• p .. r Ydp v •. i. ♦.,d " Y ' f 1 IWO.i «! h d i + F ' "1 �+' i r•' ♦ i'. i3. 1':'lil Y+:f :' i' r M: ; * r � . -r» . ,# ,. r.r p 7' r r d ri"r.. r n. aei 7. :..r♦ Y'►:�1Y+♦ k.:::�; dk Y, 19 +Il t 1 . != P! d OW 1+4 YWd t;. t pU i Wance within days Wonthe :ei-' .. 4t1. the Connty, :f t Fs:i eyjmsted d7 Y; t ei•;. 1 -Om the dde the lag contribution ., t9 k { ' Yr er p a _f { 1r'r '; shaU be re&nded to the oww. i pw i6 -:...request i the Cowly. for € Y dfdM'er.i for '-ii. :♦ d :t Ylwd6 i Y k: :.. in the, 1311604 i.k. 1Y:F ix.ISk M +^.{d. zoned .. tifl it3. ?71 that willbe rezoned to PrDMC i e Owtw : Petition fi: •d. consent e7 tt i i 6- t Development IrR i established Yu r " %.rY4. '6-i Section 152-5152, et •'rf of i. ' Code ofVlogiria C { i ,.. to be k n +. .i' for the T P. YOS Of /Ota 11 r f. F S, Plannimii: ►: !. ' :1 Y •. t r "rl: M$ s!A it. r+7 i t .1 11 4 1 .r7 t } `r Or 11.il : drng 7+ 7'F29 :i p !' .d� .i { a imK0Vtmfttsassociatedtherevft t 1:sball f! r." YFY.. F. not Me limited to Yd p.r d :Oil lr elft " to ' 4,.. Y' i4:#1the d South r•il s k Or.ther di 6-i?:RivertoAirportRoad, rl extension of Rktgc Road as depicted on the M&Oer Ptay� to the South :r ♦ :,.St 6-h".: the ' .did:..:. ,her • connect to i. 7r1 iFd .i: 1 6-1 •.:i SH: i ::. i., r ► i r. kk 'r- ir. r •11 Cbries W. Hurt, Trustee M.- 4 ear ,7�ALTH pl, k� v JUST SHIMP a ,,ic. 0.45183 VOu w� tl,�SSIONAL File No. 15.039 { i i T.M. 32-438 { OWNER: TARGET CORP00ATI0N D.B. 2894- 1 7 1 { 9.84 ACRES { ZONIHG:PD-MC { CURRENT USE: RETAIL SCORE { ------- ' ------- cCAK a r -"L" ESMIj, _ (O.B. 2789-125) _ pM1=«--.._T- _--- _ POLE ^M ` B3ymrc PORT ♦ 1 -------------- ♦ ______________-560___-'- ♦♦° _ - °° Ci PM ------------------- 814.81 5 y ` ..�, n. -'T M, 32-41D6 _ , L WATER LOT C - ----- ''' , _VALVE H❑LLYMEAD T❑WNCENTER i BLOCK -CA' '---------------------------------------------------------------------------/–' 5111 -_____________________ - " I-___--560-"-- ---'' -���/ ✓-=-""' iii i \if- mom-.=� �� 3idfaY.ax-a � \ /' R'A4'M i. 20' SANITARYVARA'0-E TO t7 1 i SEWER EASEMENT /5g0� -ws.:� l6 i �— (0.8. 2936-22) g♦�rr�cs.n,s PAVED AND GRA $ m $ ..*<a S S S _ S _ A ..�,—�� 3—mea '�.�. $ S "— AREA—TO' REMOVEF —' ___--FAVED AND GRAVEL ( AREA TO BE ( REMOVED ! c ' { -- GRAVEL ' -----559------- •--' -" s , , - - - - - - - , T.M. 32-41 D5 ' _- OWNER: HTC HOTEL, lac D.B. 3GG7-G85; 1.97 ACRES / ZOHING:PD-N?C CURP.EHT USE: YACA14T / / , , / , / , , YaPY Yim!1..1t.24 ZAfY1T--a.2SANITARY T ISR INV Y n.21 U.S. ROUTE 29 Lw m'"&7•2A SEMINOLE TRAIL SOUTH BOUND LANE VARIABLE WIDTH R/W � 4 �i 30 0 0 60 90 4&711`1ALTH O� O U JUSTIHIMP a Lic. . 45183 k,ouzs4s101VAL � 20' SANITARY SEWER ESMT. (D. B. 2789-125) Pt'! E GUY 1 o v JUST HIMP a C. .45183 w, LIU �sSIONAL '' 0 0 LULL IN z U.S. ROUTE 29 SEMINOLE TRAIL SOUTH BOUND LANE VARIABLE WIDTH R/W 10 0 • 20 30 9*9.9«9.9+ Date 03/21 2016 Scale 1 " =10' Sheet No. C4 OF 7 File No. 15.039 570 565 560 555 550 545 540 535 53 +50 10+00 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPE 1-1/2" SQ. OAK STAN SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCF PLANTING AND WAT THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREME PLANTING SOIL, AN[ SOIL AMENDMENTS REMOVE BURLAP & FROM TOP 1/3 OF RI BALL UNDISTURBED SOIL i 10+50 11+00 NEW ROAD 1 PROFILE Horizontal Scale: 1"=30', Vertical Scale: 1 "=10 O L0 0 0 o Lu > �� 006 LO _j Lu 15" < SURFACE MN S. ROVTE� MI.I 0 SlBBASE ACF CURRBB IS EXTRUDED +50 10+00 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPE 1-1/2" SQ. OAK STAN SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCF PLANTING AND WAT THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREME PLANTING SOIL, AN[ SOIL AMENDMENTS REMOVE BURLAP & FROM TOP 1/3 OF RI BALL UNDISTURBED SOIL i 10+50 11+00 NEW ROAD 1 PROFILE Horizontal Scale: 1"=30', Vertical Scale: 1 "=10 aTa 9E NOTE 4 .d d'.a. {' [7p DTHcE—"I '-0" MIN. RADIUS wAKms►sv2kill 5■II,,I)MOI1101411� a� r/:° A 15" < SURFACE MN S. ROVTE� a MAX. d.a A BASE d O . OPS � 1� SlBBASE ACF CURRBB IS EXTRUDED ID■E LL clRe INCLUDED N ENTRANCE GUTTER tN PEDESTRIAN ACCESS ROUTE DETAIL El(PNNSXN JDNT Xy r� p E M�DPEI FTMGW;OF AYROUiE E IF TH QOM - - t r E \E rn �m UNPAVED SPACE K GET AL TO RE USED MIEN THE WDTN OF S UNPAVED SPACE AND SIDEWALK SPACE LESS THAN 7'. SPACE S OU UU 5" FLOW LINE WIDTH OF GUTTER :::•- v° N ENTRANCE WIDTH DESIRABLE MINIMUM TO. EXPANSION JOINT ABSOLUTE MINIMUM U' �. PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS EDGE OF PAVEMENT—'FACEITY UNOBSTROCTEO, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING KL ACCESSIBLE ELEMENTS OF A THAT CAN BE APPROACFED,ENTERED AD USED BY PEDESTRIANS. .. w . o ... ow off' e�: U vW HALF PLANA� N! F PEDES i18A/ ACCESS ROUTES g{RM ARE BEND PROVIDED, A MINIMUM 4' TRAVERS�LE WIDTH S SECTION B -B REGURED WITH A MAX. 2X CROSS SLOPE. Wi IT.IRe17•TC 31g CG -3 OR CG-] THE Cute FACE ON THS 1 Yp BE TC" THE MMOUNTANDAHDTABLE CURB CONFIGURATION.TO s. s. •0% TO 10% CR44GE PARABOLIC CURVE . j ' �• . p FACE OF DDR V. P27, SIDEWALK SP SPACE . .w.w.e.w o • • • e . e . w . NORMAL GUTTER 1MO. SLOPE ® - - B+YY ... w. w.w. o Eo •s. n s. I _---_---- -1XY SECTION C -C • c eR=d^'4••: 0.A55 u (H.E.S.T CONIC. 9e4 a •w•4:Ta Y4::'u R'w '4SY:e=':^••^•• B"/AGR BASE T I SDZ 21B I 2,0"+7 t LF- nQ oa CURB ANO GUTTER ONLY ■ ®POBNT OF GRADE CHANGE • S. in o FOR SIDEWALK. CURB AI81 GUT BUILT CONCURRENTLY __2 Y Y 12 IT MAXIMUM INCREASE N SLOPE AT MNMM 10' INTERVALS w SECTION A -A Y Y Y 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST RY INTERVAL AND 0 O 8 X MAXMIM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D 0 E E [Y Z STANDARD ENTRANCE GUTTER 7502. FEV, 2/Oe VIRGINIA DEPARTMENT OF TRANSPORTATION 103 03 L EJ - �� l h E 1■�I � E �M ivE L `E GO �Om �� to r r +50 10+00 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPE 1-1/2" SQ. OAK STAN SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCF PLANTING AND WAT THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREME PLANTING SOIL, AN[ SOIL AMENDMENTS REMOVE BURLAP & FROM TOP 1/3 OF RI BALL UNDISTURBED SOIL i 10+50 11+00 NEW ROAD 1 PROFILE Horizontal Scale: 1"=30', Vertical Scale: 1 "=10 CG -2 NOTES: L THIS REM MAY BE PRECAST OR CAST N PLACE, 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 1000 PSI F PRECAST. FEET 3. CAKE OF CI�)RED WILL BE PAIDFORA RMI,�Y. CUB. 4. THE DEPTH OF OM MAY K REDUCED AS MUCH AS 3" (S" DEPTH)OR NCNEASED MMM AS 3"12Y DEPTHI wrrxRDER TOP Ta A�Trot 0, L C1nTNDDESRSrRUETURE. URSE OTHERWISE THE DEPTH S ,N TO BE 1B" AS SHOWN -NO ADSTMENT N TIE PRICE BID S TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. R S.CG'2 S TO BE USED ON ROADWAYS MEETING THE IEOUREI,EtRTS FOR CG -6 AS SHOWN ii APPEND% A OF THE VDOT ROAD DE MANUAL. BASE SUBBASE STANDARD 611 CURB 502 VRGNM DEPARTMENT OF TRANSPORTATION 9E NOTE 4 .d d'.a. {' [7p DTHcE—"I '-0" MIN. RADIUS ,y YA MOTH OF FMRANCE+ "w E%PAON WA� a� r/:° A 15" < SURFACE MN S. ROVTE� a MAX. d.a A BASE d O . OPS � 1� SlBBASE ACF CURRBB IS EXTRUDED ID■E LL CG -2 NOTES: L THIS REM MAY BE PRECAST OR CAST N PLACE, 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 1000 PSI F PRECAST. FEET 3. CAKE OF CI�)RED WILL BE PAIDFORA RMI,�Y. CUB. 4. THE DEPTH OF OM MAY K REDUCED AS MUCH AS 3" (S" DEPTH)OR NCNEASED MMM AS 3"12Y DEPTHI wrrxRDER TOP Ta A�Trot 0, L C1nTNDDESRSrRUETURE. URSE OTHERWISE THE DEPTH S ,N TO BE 1B" AS SHOWN -NO ADSTMENT N TIE PRICE BID S TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. R S.CG'2 S TO BE USED ON ROADWAYS MEETING THE IEOUREI,EtRTS FOR CG -6 AS SHOWN ii APPEND% A OF THE VDOT ROAD DE MANUAL. BASE SUBBASE STANDARD 611 CURB 502 VRGNM DEPARTMENT OF TRANSPORTATION 11+50 12+00 SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS 570 565 560 555 550 545 540 535 12+5�0 570 565 560 555 550 545 540 535 53 GG'BD Ai--EENTRR DTHcE—"I '-0" MIN. ,y YA MOTH OF FMRANCE+ "w E%PAON WA� LIMBSOF 4'-0" I%N• PEDESTRVN _ � _ PEDESTRIAN ,101NT 9gCK ROVTE� OPS � 1� NON -TRANCE b n" 4 �� 9 f EXISTTNRR0G OpPPppSSEEDD K WALK GUORSIDEWAII[ SPACE clRe INCLUDED N ENTRANCE GUTTER tN PEDESTRIAN ACCESS ROUTE DETAIL El(PNNSXN JDNT Xy r� p E M�DPEI FTMGW;OF AYROUiE E IF TH QOM fW EXISTING OR PROPOSED VDOT RIGHT -OF WAY r E \E rn �m UNPAVED SPACE K GET AL TO RE USED MIEN THE WDTN OF S UNPAVED SPACE AND SIDEWALK SPACE LESS THAN 7'. SPACE S OU UU 5" FLOW LINE WIDTH OF GUTTER Ua REL v° N ENTRANCE WIDTH DESIRABLE MINIMUM TO. EXPANSION JOINT ABSOLUTE MINIMUM U' �. PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS EDGE OF PAVEMENT—'FACEITY UNOBSTROCTEO, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING KL ACCESSIBLE ELEMENTS OF A THAT CAN BE APPROACFED,ENTERED AD USED BY PEDESTRIANS. .. w . o ... ow off' e�: U vW HALF PLANA� N! F PEDES i18A/ ACCESS ROUTES g{RM ARE BEND PROVIDED, A MINIMUM 4' TRAVERS�LE WIDTH S SECTION B -B REGURED WITH A MAX. 2X CROSS SLOPE. WHEN USED N CONUANCTN)N WITH STANDARD CG -3 OR CG-] THE Cute FACE ON THS 1 Yp BE TC" THE MMOUNTANDAHDTABLE CURB CONFIGURATION.TO s. s. •0% TO 10% CR44GE PARABOLIC CURVE . j ' �• . p FACE OF DDR V. P27, SIDEWALK SP SPACE . .w.w.e.w o • • • e . e . w . NORMAL GUTTER 1MO. SLOPE ® - - B+YY ... w. w.w. o Eo •s. n s. I _---_---- -1XY SECTION C -C • c eR=d^'4••: 0.A55 u (H.E.S.T CONIC. 9e4 a •w•4:Ta Y4::'u R'w '4SY:e=':^••^•• B"/AGR BASE T I SDZ 21B I 2,0"+7 t LF- nQ oa CURB ANO GUTTER ONLY ■ ®POBNT OF GRADE CHANGE • S. in o FOR SIDEWALK. CURB AI81 GUT BUILT CONCURRENTLY __2 Y Y 12 IT MAXIMUM INCREASE N SLOPE AT MNMM 10' INTERVALS w SECTION A -A Y Y Y 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST RY INTERVAL AND 0 O 8 X MAXMIM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D 0 E E [Y Z STANDARD ENTRANCE GUTTER 7502. FEV, 2/Oe VIRGINIA DEPARTMENT OF TRANSPORTATION 103 03 L EJ - �� l h E 11+50 12+00 SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS 570 565 560 555 550 545 540 535 12+5�0 570 565 560 555 550 545 540 535 53 570 565 560 555 550 545 540 535 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER D4 �� �4 4 REMOVE BURLAP FROM PLANTING AND WATER o TOP 1/3 OF ROOTBALL THOROUGHLY. 4 3" TALL WATERING PLANTING PIT. G BERM PREPARED SOIL FOR SHRUBS v zj SOIL 5IURFACE ROUGHIENED M TO BIND NEW SOIL PIPE /SLOT (2 PLACES) p n FINISHED GRADE �D7 1 —W .. LuLu I I . I— I [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) FOR TOUCH READ NAETERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"- 1 " METERS) I,'i BENL! rlf RC✓I1 NEW ROAD 2 PROFILE Horizontal Scale: 1"=30', Vertical Scale: 1"=10 "^FIERCE_:=I1�I'I /4' MALE PIP= 1J-1LIIIr .PPnOVED EIUAL 491 S!V LL SLH.%It_L LGrg. 1l $ADC._ES ::HALL 3E ULEC ON PVC FRE. NUN USE �JN Al ACHE) sl Jr.LE "AM!_' FC':IfiCNTIA_ .^.-R'',!'E'OR GJA_ FR__0_N IAL ^I`C SE-; I': E, ipAFRC, SIOI+I x JJi' MALE PIP" :;`J1FLI 3F�%JCC^ C'.: IAL fOR 1,15C ON GCTA.CI 10D �INQLZ 'k>.1NIIY I R=';IC E1IlAL 1EIVI,'E M'HER-- Al IR=iI,�A TI�rI V�El_R I_ Nvl 1'HU:'ILLL] uFACE 1-1-R Jl,l C���FCF:i_T7TR ^fT_R -'I, AS =S�Ak TYPICAL SERVICE LATERAL INSTALLATION NTS FIG W-6 :E �� 011AT4IM"firmf#11:T:aF_ Lrel 11� N� r E \E rn �m .• �E -" OU UU E� ECn Ua REL v° N � U vW � o Eo CO � E 0! O Y �T^ N� E, NuT c»v�� W nQ oa "EZ _ -O in o __2 w 1 d o \ 0 O 0 E E [Y Z I E.Mm. E\U 'N L EJ - �� l h E 1■�I � E �M ivE L `E GO �Om �� to 0 4 o E nE 2 o^ O INE vE <E \ W fn0 O 1E0 DE of V \ N (n 0N N 1100 NT N N n u W N Q LL 0 0 TYPICAL MANHOLE FRAME & COVER !L A- .• 570 565 560 555 550 545 540 535 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER D4 �� �4 4 REMOVE BURLAP FROM PLANTING AND WATER o TOP 1/3 OF ROOTBALL THOROUGHLY. 4 3" TALL WATERING PLANTING PIT. G BERM PREPARED SOIL FOR SHRUBS v zj SOIL 5IURFACE ROUGHIENED M TO BIND NEW SOIL PIPE /SLOT (2 PLACES) p n FINISHED GRADE �D7 1 —W .. LuLu I I . I— I [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) FOR TOUCH READ NAETERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"- 1 " METERS) I,'i BENL! rlf RC✓I1 NEW ROAD 2 PROFILE Horizontal Scale: 1"=30', Vertical Scale: 1"=10 "^FIERCE_:=I1�I'I /4' MALE PIP= 1J-1LIIIr .PPnOVED EIUAL 491 S!V LL SLH.%It_L LGrg. 1l $ADC._ES ::HALL 3E ULEC ON PVC FRE. NUN USE �JN Al ACHE) sl Jr.LE "AM!_' FC':IfiCNTIA_ .^.-R'',!'E'OR GJA_ FR__0_N IAL ^I`C SE-; I': E, ipAFRC, SIOI+I x JJi' MALE PIP" :;`J1FLI 3F�%JCC^ C'.: IAL fOR 1,15C ON GCTA.CI 10D �INQLZ 'k>.1NIIY I R=';IC E1IlAL 1EIVI,'E M'HER-- Al IR=iI,�A TI�rI V�El_R I_ Nvl 1'HU:'ILLL] uFACE 1-1-R Jl,l C���FCF:i_T7TR ^fT_R -'I, AS =S�Ak TYPICAL SERVICE LATERAL INSTALLATION NTS FIG W-6 IIGOOD FOUNDATION MATERIAL ROCKY FOUNDATION IAL INIT,AL BAC BEDDING a S_0NE " STABLE SOIL HOCK SCRAPE THE 80T7ICIM Of T; -IE TENCH, REMOVE AL'• STONES TO INSURE THE PIPE CCiSSN'T F`,EST OROCK AND THEN !-O!��f ACT THE SOIL OR PRGVILE A BEDDING C' #68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDITION E?A3.CKFIL "'4 h1iV UNSTABLE a I I &` 8, JLAR FILL ROVED L?YAACSA Z STABLE SOIL Or, ROC - NO TE : 1. ANO ROCKS SHA ! -L EE ALLL:'''NE _1 WITHIN HINj 24" O- THE WATER LINES. ?. i0 n�tLKS LAflCER THAN 6` IN AhY L:P^,E`iSION SHALL BE ALLOWED A.5c?AJ TE1E INITIAL EA:_KF1LL. 3.THE IiNN.TIAL BACKFILL SHALL BE PLACED AND COMPACTED TPJ 6' LIE7TS. `-NC ORN:GANsC c fi ERI1?EN IMA'TERIAL OR DEvRIS SHALL E3E ALLONED, IN THE TRENCH - 5, BELL. HOLES SHALL BE DUG L``IJ7 IN ALR_ CASES. .DUCTILE IRON WATER P'IP'E INSTALLATION & BEDDING SEWER SERVICE LATERAL CONNECTION NOTES: ''0,'HFRF A SFYVFR SFRVIC F I ATF<AI i CINNIF'."TS A MA.NF,''I F AND N!D INVE=.T ELEVATIC,N FOR TI -E SEi,V/l'_-= LA-ERAL IS NDICATEL , T-- TOP (�:ROWVN) ELEVAT ,N! OF THE QE;VCE LATERAL FINE SHALL DE A] LEAST 0.1' -i I;,H=R !L -AN THE TO F' (CROWN) ELEVATli=1N OF -HE 7HE L.:VJE;ST =!PE C'.:'NNE - - ) T:. THF MANN:� F t. SC:4VCR LATERALS TA=PCL )INTO AN EXISTING SEWER MAIN hl ALL BE CONNECTED USING A P.PE _ADDLE. �. MINIMAJM "RADE FCR SEINER S=RVI(:E C'7PdNECTiGN ~HALT- FE w, ,'/4" PER FOOT) 1 4. ALL ;ELVER LATERALS SHA -L HAVE A MINIIM'JN1 COVER DIAM=_ER 2' MN OI- 4". A\LL :EWEiz LATERALS SHA -L LAVE A ,MINIIMUM (_OVER Gr FEET. pe SALT TREATED FINISHED GROUND Z x 4 MARKER PLUG END OE MAIN LINE SERVICE LATERAL SECTION IN LINE WYE -TEE PLAN VA RIE SEWER SERVICE LATERAL CONNECTION " 'd a 4 ,� A4 a Qa .,4" - 3,000 PSI CONCRETE e . °o°o°o°o°o°0°0°0 4" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 — — — — — I- II I M I II � II COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 3 TYP I CAL SIDEWALK SECTION C5 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000000000000000 0 0 0 0 0 0 0 0 6" - VDOT #21A BASESTONE Ll I —111-111 IIII I I I III II III � COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale .T I :.AC:'3 P._'ci I C'•_ N C.p I L THRUST 13LOC I':_ACF 5' GAL'vAN17EL� Yd17t.ESz!'� P ST VOT"I CA='RL.EJ fhirS F'A:i'4TFD 2_Ui IN 7F`0CTE AREAS AE: DIPFCTrrJ NAcKER I,CtCAj10N fV",V BE SU81E:C I.. DID H,SHWN.Y D' PARP1c,1M APPROVAL . 44'StIPACIC Y ADJUSTABLE ''.'At.''iF BOX 't:/ tli.+ u H L y'i 'GA."t[?, P'icJTF. /f•! FE.,M0TE ARFA,S, VAiVE, BO.XE5 1_t,WL F)("IF D SIX (6t INCtirS ! OVF GRA T'O'PICAL GATE VALVE NLTH O� U JUSTHIMP .45183 �SSIONAL E� :E .04E ML En jr— r E \E rn �m tow a ,PJcn ED �� a am o �E -" OU UU E� ECn Ua REL v° N � U vW � o Eo CO � E 0! O Y �T^ N� E, NuT c»v�� W nQ oa "EZ _ -O in o __2 w 1 d o \ 0 O 0 E E [Y Z I E.Mm. E\U 'N L h E v MTr_ : Nv E �M ivE L `E GO �Om �� to 0 4 o E nE 2 o^ O INE vE <E \ W fn0 O 1E0 DE of V \ N (n 0N N 1100 NT N N n u W N Q LL 0 0 TYPICAL MANHOLE FRAME & COVER IIGOOD FOUNDATION MATERIAL ROCKY FOUNDATION IAL INIT,AL BAC BEDDING a S_0NE " STABLE SOIL HOCK SCRAPE THE 80T7ICIM Of T; -IE TENCH, REMOVE AL'• STONES TO INSURE THE PIPE CCiSSN'T F`,EST OROCK AND THEN !-O!��f ACT THE SOIL OR PRGVILE A BEDDING C' #68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDITION E?A3.CKFIL "'4 h1iV UNSTABLE a I I &` 8, JLAR FILL ROVED L?YAACSA Z STABLE SOIL Or, ROC - NO TE : 1. ANO ROCKS SHA ! -L EE ALLL:'''NE _1 WITHIN HINj 24" O- THE WATER LINES. ?. i0 n�tLKS LAflCER THAN 6` IN AhY L:P^,E`iSION SHALL BE ALLOWED A.5c?AJ TE1E INITIAL EA:_KF1LL. 3.THE IiNN.TIAL BACKFILL SHALL BE PLACED AND COMPACTED TPJ 6' LIE7TS. `-NC ORN:GANsC c fi ERI1?EN IMA'TERIAL OR DEvRIS SHALL E3E ALLONED, IN THE TRENCH - 5, BELL. HOLES SHALL BE DUG L``IJ7 IN ALR_ CASES. .DUCTILE IRON WATER P'IP'E INSTALLATION & BEDDING SEWER SERVICE LATERAL CONNECTION NOTES: ''0,'HFRF A SFYVFR SFRVIC F I ATF<AI i CINNIF'."TS A MA.NF,''I F AND N!D INVE=.T ELEVATIC,N FOR TI -E SEi,V/l'_-= LA-ERAL IS NDICATEL , T-- TOP (�:ROWVN) ELEVAT ,N! OF THE QE;VCE LATERAL FINE SHALL DE A] LEAST 0.1' -i I;,H=R !L -AN THE TO F' (CROWN) ELEVATli=1N OF -HE 7HE L.:VJE;ST =!PE C'.:'NNE - - ) T:. THF MANN:� F t. SC:4VCR LATERALS TA=PCL )INTO AN EXISTING SEWER MAIN hl ALL BE CONNECTED USING A P.PE _ADDLE. �. MINIMAJM "RADE FCR SEINER S=RVI(:E C'7PdNECTiGN ~HALT- FE w, ,'/4" PER FOOT) 1 4. ALL ;ELVER LATERALS SHA -L HAVE A MINIIM'JN1 COVER DIAM=_ER 2' MN OI- 4". A\LL :EWEiz LATERALS SHA -L LAVE A ,MINIIMUM (_OVER Gr FEET. pe SALT TREATED FINISHED GROUND Z x 4 MARKER PLUG END OE MAIN LINE SERVICE LATERAL SECTION IN LINE WYE -TEE PLAN VA RIE SEWER SERVICE LATERAL CONNECTION " 'd a 4 ,� A4 a Qa .,4" - 3,000 PSI CONCRETE e . °o°o°o°o°o°0°0°0 4" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 — — — — — I- II I M I II � II COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 3 TYP I CAL SIDEWALK SECTION C5 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000000000000000 0 0 0 0 0 0 0 0 6" - VDOT #21A BASESTONE Ll I —111-111 IIII I I I III II III � COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale .T I :.AC:'3 P._'ci I C'•_ N C.p I L THRUST 13LOC I':_ACF 5' GAL'vAN17EL� Yd17t.ESz!'� P ST VOT"I CA='RL.EJ fhirS F'A:i'4TFD 2_Ui IN 7F`0CTE AREAS AE: DIPFCTrrJ NAcKER I,CtCAj10N fV",V BE SU81E:C I.. DID H,SHWN.Y D' PARP1c,1M APPROVAL . 44'StIPACIC Y ADJUSTABLE ''.'At.''iF BOX 't:/ tli.+ u H L y'i 'GA."t[?, P'icJTF. /f•! FE.,M0TE ARFA,S, VAiVE, BO.XE5 1_t,WL F)("IF D SIX (6t INCtirS ! OVF GRA T'O'PICAL GATE VALVE NLTH O� U JUSTHIMP .45183 �SSIONAL E� i I VIRGINIA ELECT4C AND POWER COMPANY E SEMENT (D.B. 26 —325) 1 I APPROXIMAT LOCATION OF GAS LINE EASEMENT— (D.B. 298-137) 1 -_. a I CYPRESS/ e e , s e — \ P:;Uc� ' Y � r r Y v ',SPRUCE�� / ,J CYFFEESS / ---- -- e CYPRESS pOAK OAK Q j LANDSCAPING I �' 20' SANITARY SEWER ESMT. I STOP- (D.B. 2789-125) _ _ _ _ _ _ _ _ _ SIGN P LE G:lY LEGULGUY ----- 544.6 X POST % ORAMGE PAINT — O'tANGEE PAINT SANITARY MH IN�OIN 527121 U. S. ROUTE 29 INV OUT=527•24 SEMINOLE TRAIL SOUTH BOUND LANE VARIABLE WIDTH R/W w SIGN , , , 1 6 m 6. O£:L TREE 1*a W. O O Y� ES C0 6" TREE STORMWATER MANAGEMENT. CONSTRUCTION 6 LANDSCAPE EASEMENT (D.B. 2678-389) RIP RAP O+ \ .•.\ \ tea`,, \ PAVED TREE \� x 4` , j TREE 1 ,, 1 + TREE F] Y) 1 o t f '�• T� E 1 1 05• 1 TREE 1 x'; t: i PAVE( x $y t x fr' qi Y� f'�LL M }k•2v NOTE: Conceptual Landscaping Shown. Full Landscaping Plan to Be Submitted With Final Plan. SANITARY MH TOP -529.18 INV IN=525.28 INV OUT -525.13 0 v JUSTI'HIMP a . 45183 SSIONAL �� I Date 03/21/2016 Scale Sheet No. C7 OF 7 File No. 15.039 I I , 'I • I 1 I iv ;R>a BRICK & ,3 BLOCK BUILDING (TARGET) I I I 60' BUILDING RESTRICTION AREA I I I (D.B. 2678-437) I i I VIRGINIA ELECT4C AND POWER COMPANY E SEMENT (D.B. 26 —325) 1 I APPROXIMAT LOCATION OF GAS LINE EASEMENT— (D.B. 298-137) 1 -_. a I CYPRESS/ e e , s e — \ P:;Uc� ' Y � r r Y v ',SPRUCE�� / ,J CYFFEESS / ---- -- e CYPRESS pOAK OAK Q j LANDSCAPING I �' 20' SANITARY SEWER ESMT. I STOP- (D.B. 2789-125) _ _ _ _ _ _ _ _ _ SIGN P LE G:lY LEGULGUY ----- 544.6 X POST % ORAMGE PAINT — O'tANGEE PAINT SANITARY MH IN�OIN 527121 U. S. ROUTE 29 INV OUT=527•24 SEMINOLE TRAIL SOUTH BOUND LANE VARIABLE WIDTH R/W w SIGN , , , 1 6 m 6. O£:L TREE 1*a W. O O Y� ES C0 6" TREE STORMWATER MANAGEMENT. CONSTRUCTION 6 LANDSCAPE EASEMENT (D.B. 2678-389) RIP RAP O+ \ .•.\ \ tea`,, \ PAVED TREE \� x 4` , j TREE 1 ,, 1 + TREE F] Y) 1 o t f '�• T� E 1 1 05• 1 TREE 1 x'; t: i PAVE( x $y t x fr' qi Y� f'�LL M }k•2v NOTE: Conceptual Landscaping Shown. Full Landscaping Plan to Be Submitted With Final Plan. SANITARY MH TOP -529.18 INV IN=525.28 INV OUT -525.13 0 v JUSTI'HIMP a . 45183 SSIONAL �� I Date 03/21/2016 Scale Sheet No. C7 OF 7 File No. 15.039