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CLA <br />-r rti M rt r — <br />t:itC: I I UN A-- A <br />NO SCALE <br />SIDE INLET CATCH BASIN <br />SAN JOAQUIN STD. DRAIMNG NO. D-1 <br />NO SCALE <br />StL: I I VN U- b <br />NO SCALE <br />TAIL BEAM <br />ARD RAIL <br />C <br />EXPANSION <br />JOINT- <br />-� <br />2' <br />2' TYP _I ❑ <br />r—T <br />--------------- <br />7 <br />- - - - - - <br />- <br />F= <br />�------ -.__ <br />- - <br />-=i <br />PLAN <br />NO SCALE <br />f -ACT 1r-)nN[ LEnr)M <br />SECTION C --C <br />NO SCALE <br />TER <br />WALL <br />JOINT <br />INT, <br />1211 <br />MIN <br />EXPANSION <br />JOINT <br />FLOWLINE OF GUTTER <br />LIP OF GUTTER <br />2' <br />I <br />SECTION D -D <br />NO SCALE <br />5' M A X <br />I <br />12" <br />i <br />LEGEND TYPE 2 CURB INLET CATCHBASIN <br />{SEE CITY OF ST+OCKTIDIV STD DRAWING NO. BO} <br />F11 GRATE SHALL BE DEPRESSED 1" BELOW FLOWLINE OF SHOULDER DIKE. <br />0 SEE DETAIL ON DRAWING NO. D--02. 21 NOTE: <br />Holm; 1. HOOD SHALL BE CAST IRON AND BE EQUAL TO AN A-285. FRAME GRATE <br />1, CATCH BASIN AT STATION MR 15+00 SHALL SHALL BE EQUAL TO AN A-553 WITH CHAIN AND BLACK FINISH. <br />r�r <br />BE TYPE it PER CITY OF STOCKTON STANDARD 2. PRECAST CONCRETE CATCHBASIN MAY BE USED WITH THE WRITTEN APPROVAL <br />DRAWING NO. 80, ASPHALT PAVEMENT OF THE CITY ENGINEER. <br />STRUCTURE BACKFILL 3. CATCHBASIN WALLS MAY BE POURED TO AN ELEVATION NOT LESS THAN 2' BELOW TOP <br />OF CURB. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FRAME IN AND POUR <br />1 -6" MIN 6„ G» THE UPPER 2' OF THE CATCHBASIN MONOLITHICALLY WITH THE CURB AND GUTTER. <br />MIN — MIN VARIES 4. ALL EXPOSED STEEL SHALL BE COATED WITH 2 COATS OF COAL TAR PITCH HEATED <br />TO A MINIMUM OF 1807 OR GALVANIZED. <br />18" <br />9 <br />" 5. THIS CATCHBASIN TO BE INSTALLED IN INDUSTRIAL AND COMMERCIAL AREAS AS DIRECTED <br />�ti\rte 2 4 EMBANKMENT MATERIAL----�� BY THE CITY ENGINEER. <br />\, --11 2 MIN 12" DIA HDPE <br />6 , <br />Z 6 <br />CLASS "B" CONCRETE SAND BEDDING <br />5x6x10 go. WIRE MESH OUTFALL PIPE <br />RECORD DRAWIN <br />ROUND TOE OF CHANNEL SLOPE STORM DRAIN Corrections By <br />EROSION CONTROL TYPICAL TRENCH AND BACKFILL SECTION No Changes B <br />3' WIDE FROM EITHER SIDE OF PIPE PIPE DISCHARGE NO SCALE Date <br />N O SCALE Any Person ng T Should Vedfy <br />Afi informati n B sr�Q�wft <br />The Site Of Work. <br />INFORMATION CONFIDENTIAL. DESIGNED BY CONTRACT N0. — — <br />c plans, drawings, specifi— J. SCOTT Burlington Northern Santa Fe �a p��F�55��"q� MARIPOSA ROAD GRADE S E PA RATION DRAWING Na. <br />options. and or information <br />furnished herewith shall DRAWN BY �. any D -D1 <br />remain the property of the H. PHANAND REALIGNMENT <br />Railway Company — ALAN CRAIG $OQNE <br />Burlington Northern Santa CHECKED BY cs rten REVISION SHEET NO - <br />Fe Railway Company and 4D M <br />shall be held confidential; A- SILVER Na- 37913 <br />and shall e t used for APPROVED BY Fredwk Harris Inc.xp. <br />any purpose not provided s 1 w � 03-31- <br />any <br />3 31 �.� DRAINAGE DETAILS SCALE <br />2� QE �1 <br />for in agreements with the A- BOONS <br />� Cl vi � <br />Burlington Northern Santa DATE 6a1 LInI�erSify AVenue, Suite 274 � <br />Fe Railway Company. Sacramento, California 95825 9TH pF CFQ`� AS SHOWN <br />REV. DATE DESCRIPTION eY � � APP. SEPTEMBER 13, 2001 FiAR <br />