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o ,o <br /> m a I 4D I omx <br /> a <br /> 4�Tfk <br /> OADSIDE SWALE PN IST. SWK ROADSIDE SWAIE PN a �� l'F "' ?N S <br /> EXIST. R/W UNE TO REMAIN 315+00, 72L STA16+ 40.0032 LT <br /> TIE TO EXIST. SWK LEV.=19.80 SAWCUT ELEV.=20.00 Q¢ w <br /> ttl 1+1 <br /> SWALE <br /> yP <br /> 6' Pye FGREEcup <br /> w - Y� £ SWALE <br /> ONST. 8' SIDEWALK - <br /> (REFER TO NOTE i5 ILC „f9f `�- a_u.f CONST. <br /> 11 0415+()n ON sH, 33:64.no a PAVED SNDR. <br /> N o s'Iu' w TO BE RELOCATED <br /> BY OTHERS <br /> N <br /> 43RD AVE. ": _ <br /> �- PYA! fit! N <br /> _ -- 1Si <br /> Fr..3 Fae 02X7'00' E PGL yPs. <br /> rf - Oka <br /> Wf4i23` ERCP — <br /> a .t <br /> - � t .� 9 <br /> T _ _ _ _ _ _ _ _6EIN L24 � N24 <br /> el <br /> ' 14 sm 11 w LIMITS Or ROADWAY _ <br /> at - _ �fr.r_ 50'R 24.E IMPROVEMENTS 50• x•. =Y vu.. <br /> - _- - _ - - - - - :r.!! - - - - +•,m SECTION UNE <br /> �_ —1 1 ._A6 — —6Tf A qP ww — �_...�.r zD av — <br /> N GriS'ro' e 1 % WM CONST. BY OTHERS <br /> N cc,tD' CONST. 5' N ovs'IG' w <br /> CONST. 35 LF EXIST. R/W UNE COORDINATE WITH ON-S7E PAVED SHLDR. <br /> _ � �4 ' CONTRACTOR _ <br /> OF 1B' CAP 74.03 RT 7]e] fl . . — }. <br /> INV.=18.50 . [�(�l G-.- -gin - _ T g: ui <br /> �� -_�- —�-- �ii• }--- } 1 ra, I { — --r-- QSURVEI� " e�tiw i <br /> r:d of 9u.•x � f t- 1 ( u —} CONST. FLARED END WITH --; <br /> ST. FLARED END WITH TYPE D ENO ANCHORAGE <br /> 5-J TYPE II ENO ANCHORAGE a <br /> u <br /> wa <br /> A. 316+20.00, 34.00' LT. STA. 316+20.00, 55.00' RT. ON'.-SITE @ TIE GUA[[DRAIL TO ON-STE NOTE: <br /> coy. CONST. TYPE C DDI CONST. TYPE C 001 BRIDGE PLANS BRIDGE- REFER TO ON-STE CONTRACTOR TO POT HOLE EXISTING <br /> 'tvu,. e' G-eq1 DRATINDEX N0. .=1 GRATINDEXE <br /> N0. .= BRIDGE FOR ATTACHMENT UTILITIES IN VICINITY OF BRIDGE O Q <br /> GRAZE t14.23 9.65 GRAZE ELEV.=20.50 DETAILS ETERMINE P IAL CIXJFLIC 7H <br /> E. INV.=14.25 W. INV.=13.75 DRAT T5. <br /> BOTTOM ELEV.=12.25 E. INV.=16.50 z <br /> BOTTOM ELEV.=11 .75 m <br /> n r� <br /> 30 <br /> I o I <br /> {N <br /> N <br /> I I 30 <br /> GO <br /> n F ROFILE GRAD LINE <br /> 5 _ + n y EXISTING Q CONST. GRADE LINE <br /> 25 <br /> 0.60E <br /> 20 <br /> nED- <br /> 0 - - — <br /> 15 —L — <br /> o <br /> I <br /> -0 5 <br /> 1 14'x23 ER _ n I o <br /> n rin <br /> n � � < w <br /> 10 <br /> 5 I F N I m 117 <br /> ((ryVV E i 5 S <br /> pOY Opp O � N N W Elm m � - I n � r0 0 f�pp rp <br /> N H NN Nd: S $ tea. � � p OW . rtl . N '4q n {Ny <br /> 0 I N d d n N N N N C4 O N <br /> n <br /> 315+ 00 16 0 7+ 0 + 00 + 0+ 00 321 + 00 0 <br /> RE VI SIDN9 <br /> DAR 9V OESLIUP1Mrf 41a19ff r61lr cm1w =❑ APfli01ED FlR SCML: <br /> DAR DY OESPIPRbf qpy W MAk NMb X9l£T-11gdf BT: HOPo2:1 '=40' �*1�T <br /> [ . DAD WALQ43M M. vEI: I =la' 43RD AVENUE <br /> PLAN AND PROFILE <br /> 03508PP STATION 314+87 - 321 +00 } 2 <br />