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II I ' Iil � I I I I I I I I il��ll I � � � I II Ie IIII I�6I III JI.IIIIILI��I I gee llil5l II II II. ��YI...I JIIII.III III III iI�I� I IUI II�� J641YIIIiI I IIIII �Ileul ��e Ylle illlYll�Iiii I old IIIIII I IIY II u i JA DIV. COUNTY ROUTE X"N[ETER POST SHEET TOTAL MRO ENGINEERS INC. AND COUNTY OF SAN TOTAL PROJECT NO. SHEETS JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT =v BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS Of ELECTRONIC COPIES OF THIS = PLAN SHEEP. trio OFfSSl4 r t = Outlets _ Geocomposite 80 mm (3") Plastic pipe , REc;E ENG - CW1L Wingwall - drain (Slotted) 80 mm (3*) Plastic pipe (Slotted) = �� I k"s "PROTAL DAU IMF _ at normal end A `� = Cap end no slat$ of owwak oil Ills AMC aee w ewe CIVIL smdl sot he >Iw the OQ` _ � eoa*tee m of e3ect Dow 040 of tWe sheet. Of CAS G oocnomposite drai F - - - -- F o Structure .5 = Drainage pad Top of slope Approach 9.0 m 30')-Limits of Geocomposite Dr ' - --�_ _ � - s End of - - = Approach Slab See "drainage Details" Outlets TYPICAL PLAN 80 mm (3*) Plastic pipe ( Slotted) Geocomposi drain 80 mm (3") P tic pipe (Unslotted) H 80 mm (3") Pla c pipe (Unslotte --► CANTILEVER WINGWALL SECTION F-F ♦♦♦♦♦♦♦♦ ♦ ♦.i♦.� ♦♦♦♦♦♦♦♦♦.♦♦� ♦. •20 mm (3") Plastic pipe (Unslotted) �♦♦♦♦♦�•♦♦ ♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦ ❖.❖.•.�.❖.•.❖♦•♦❖♦❖.�.�.+.`•❖.❖ pipe (Slotted) 00001 AV 1 Geocomposite Geocomposite o drain o drain o �+ O 11� V4 ,I y Finer fabric ° Filt fabric a n 80 mm (3") Plastic o ^ e 0 mm (3") Plastic c pl�pe (Slotted ° e� v pipe ( Slotted ) ° ) � ° Top of abutment t � or retaining n wall footing Drainage pad -'� I o � (Minor concrete) 0 100 4 304 140 ") 300 (i') (4*7) s A (11 e WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS a Top o footing footing Outlets, ee "Road Pl s" n — Edge of footing Wall foot ing 6� H NO SCALE SECTION E-E SECTION H-H MIr.TFRSDoss OTHEMRWIS SHOWN u NOTE: Bends and junctions in 80 mm THE CONTRACTOR %M L VERIFY ALL CONTROLLING H plastic pipe are 750 mm radius min. Flan DIM84SIONS BEFORE ORDERING OR o FABRICATING ANY MATERIALS. a STANDARD DRAWING m MWMED 9/00/05 BY MRO STATE ❑F sr�G$ NO. WILSON WAY BRIDGE NO.29CO048 REHABILITATION � - >�►� 4/23/98 DESIGN M: TFtAFFALI,S'CURICIM x. rIrojvxr DIS CALIFORNIA DIVISION OF AT STOCKTON DIVERTING CANAL A > r1YORJCtl.DIS �� POff ENGINEERING SERVICES NO. xs3-110 „ M ,��, nimpia$ � DEPARTMENT OF TRANSPORTATION STRUCTURE APPROACH DRAY AI E DETAILS g D3 OSD 2i47w (x tlC) (tiE1t. Z/26/DT) a�u� aCdHa lRtl II{IIIIIII�IIIIIIIII�IIIIIIIIIItilllllllllllflllll�ItiIIIIIlI111111111�II11HII1�ItI111NI�IIIIIIIiII CU DrsREGM0 PEUM BEARING F."Mos Rum Ommamuxr areas 4�' �� r °r N M FZDUM PLM 0 10 x0 80 i0 50 a0 70 e0 90 100 EA rAPJMM REVMON DAM •- � ( ' 1 �1 I ( � � 21 I 22 A -- a.�� nlu III. I� mine a I. Ilu el Ike. 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All a III III IIIlhil II Fax(9 16)783_5003 12 DRAINAGE DETAILS OF DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE ww.mrolesgireers.com Za clvz B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAw 1/06/06 ` � � ,,,, l ' ENGINEERING - PLANNING - SURVEYING 'jFOF c��.�� 22 'xS .�f — 1 �JI�o�I��o��u„...II �ea�n�Ill I-�.wn.In emeelm eu,��.�IIuu6��e�nIl�I�m�lo�nual��all��wllu 111-�Im mmll�llll�e,wlxl�I'I�nr.I..�mII�InI�I��Iel�nl�eu�Illnlnllul�o�I�IImI��I��II u, nIILIau��odlu,IloI IIII I�.�u��all �IOIIIaIInII i�II�I1,unllo�IJ�I�Iuaeellli�I al ullnwo l��mllu�Iu ald��I��IUI�m,al....I ��n�I��..��Illl ��wwIIIII��r�unl��u,Ildlm��I, Io ,I,IIJn�Iluel 80 mm ") Plas pipe otted) at st red end DETAIL B joint,see ection H-H" ed grade s;,