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HomeMy WebLinkAboutWPO202100018 Plan - As-built 2022-08-15 ' / - - Level Spr�ad6 32 - Inv Put 821.00 _(822. /- - 83810 3.i - - `. Bad-_-` ---8 Nortimg 5126.31 MO. Easbrtng Sg030.521 +(92273) fez6) (e23a7)+ - - a``` $29 / _ .•> - Eastmg503914 \! 838.0 - - - t 628 :fa •.440 i�?\. 4 .� �T'ar' 6"x 6"x Must _ - —(ers) +(62s.,9) I -B t t ,(,• i Jr Yr�•. Beam Must be Level& - - f LIMIT OF DISTURBANCE(TYP) - - - - -aro� •0.i IT = Plumb -• i rq ,J.�.. Northing 5134.98 _ — — - - - _ - - - - - _ - - i Northing 512517 8"Sch 40 •4j;t"4,- ,1,5 Eashn 503919 • - - - - - _ _ _ - -yi(\4/� - /' - -(eel- _ _ - fi Fastmg 5040 49 > Drainage Pipe rr' 7.94 g ' ' - - - - - - y� � - - - - (�1 :r�... - `�•,,\ m Brown River Rock Concrete Beam to be _ _ - - - ' _isnr- - - - �s`C h/ law) r ^ l Keyed Into Slope(TYP) - - - ' - ' - �(�l� = = _ - ' steo n \ LEVEL SPREADER DETAIL#1 1R�AIICE([/Yet, / - / �� - - - - yt�tJp/ ar- C ' - ' , ` ' __OM).- �1 4II�/// - l + —/ - _ LL / Q9�ESf —18341� - n • - — �—•c 4 — — � A„ er CYPRESS "s \ / - -(s7 -— -is lrisow000 o�'A \ MIL/0 s ' +; % - :i , . aee w _ _ 820 94+ it t Concrete Beam to be \ / sasr- - - - ' ,//�/ s •— \ 82100 "t'��1 Keyed Into Slope(Typ) )( - - / \83e1/ - ��/ �•� t Northing5232.46 / \ - - / -4 - � ' - �(839r 0•' �, • .� aJ9 s� , — — — 820.94 �.444 Fasting 5140 48 • / \ lnaroFDlsStlxeAricE(rrrl ez>•a / zNArolraoo + _ -•-•Y • / - ,a.•.-.,. ers,z - .ti.1 6"x6"Cone Beam \ _ - ' - / \ - 820.94 _i ice► / / - 1,•9]i a s.x era ,, •••••Y /_ / - - - i L - - �(y _ - - Norttun 5226 86 I:•�'�1 �.•(♦.��.��.•� 3�1"Dia.Brown River Rock / /// LIMIT of DLST •.• rti 8 I:.�.�:.�:.. �.. t t 1- - - / ` / -lyal� Easting5128.74 f. c► • �iYY •Alei Area to Receive Excess Fill. //`j Blend into in t Existing t.- �( - - t% ,Li __ -I >- •zo ou: v •.82 00 Q'• Fasting 5139.11� cadmgmws Area( , �'/_____ - : J .--4 '/ u \ sire- ::-..-.-.--..--.---11:1- y\ T --- �8"Sch40DirectedArchi by Le G/0er+e / -=_z"- ----_ e•,.sen_ _ _ _ - PVC Ape Architect/oGner / /B"ScI,4oP1re®3y% ---� • -_ ---- / '1R 842.40 - / Level speaa�s1 / r wide st•baized Turf - _tY " �o�uir9o — R1��' Eash'n 5135.5016 `•y4 f. -'--- - '- I Inv Out 839.00 / Shoulder on Downhill / / , g • Northing 522280 I I / Side when No Concrete • Gutter,.Present(ryp>/ 0 90 - -( '- - ` ��8"Sch 40 Eashng 5140 66 1 • ill* / 11' ,1 I 1.,z HARDWOOD (airs)+/ - - &r .\ LIMIT OF DISTURBANCE(T IP) ( 1342.6' / / (� EasoNorthing36 5221.177 ` PVC Pipe / / / / Fasting 5136 47 \ \\ // as o180 / / / ) LEVEL SPREADER DETAIL#2 / `` / / / ( Stabilized Turf / N.TS. -t839 _� // / 0 70 ��i ey�'N/ / / CHERRY \ - (94,)-�. - - ' — �. -� E=508.5.07 / �\ `.1" \ \ - -- _do Le„itn,15^�D w��(Ba2)- - - • fli / \ rs`®.Y I 6,-0" - - Flared End sernons �`- - j� a eo ' / \ e a \ ��(Av I,roved,Ey Vt101'J- - 7 '(er it — / /\ `.\ _In Out 844.5 —18,, / / \` / c - e45 /� / s.`.s \ 6"x6"Conc -(: :I- ( ) ��1 / - - . y-e:r= ..,AY \ \`s \` wm eai s 1 Beam Must be ( "YEN,v_ri . / -- , /�) /•.• �Op - �847JJ - 27nm-wo6L - O �l3�-(849)_-- - - �� ` _ �� \`�`� Inv we s46.o Level&Plumb + ew.m - / _IsageP `ram\ \ / 540 / / / 8"Sch40 . 'MO - PVC Pipe II—I a .� - 849 72 / I I i-__ — — ��=�=1 i Driveway grade from -t I I—I I�1 I I I I—I I�� O,ygALT8 pp4 / � �? 9 ' Station 0+50 to 1+75 is -III—_III_ `_ � r \ / j / /' approximately lox / - - - I 'rp�j, •�°t' (B47.�) .� \l'.0'Y' / �4p / / - - O It i• Compacted Subgrade Filter Fabnc "w¢uABf D.RIELEYY' ' of SJ / // e51- +/y LEVEL SPREADER SECTION �L N�� V/ / / N.TS. dPE AR 93.4 A / `OP.p / MONS a e Sl.` A / r\ / .... A��k 5039.79 `` 1%'. / J \\ / APPROVED LEVEL SPREADER AS BUILT DRAWINGS �o��l/ ' ' B E. � �+\ �,( . ' by the Albemarle County / �° , i Community Development Department \ s `�````` 60 Le SCALE +Q \ & �oLengrh 15 l.D w/ Dri s Phinne Driveway As Shown \ 6•fl2 �0°p • \ Flared End Sections Date /� PP Y Y DATE \ / (Approved by vDOT) �^ ZZ 6152 Plank Road 6/7B/22 - - - \ / \ Inv In847.5 O 5 10 20 30 Fife 7o z, ^Qv Icy Afton,Virginia 22920 DRAWN ORM WDR 850.97/ \ I� MIIII— - w• -.� (as',A \ \ RIELEY&ASSOCIATES,LANDSCAPE ARCHITECTS �- ...., \l. 601 East Market Street, Charlottesville,Virginia 22902 /____, -. \