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6 X 6 — 10 X 10 Drain Pipe <br /> ® Welded Wire Fabric <br /> Overall Length <br /> 1 Note (this detail only): <br /> T—SI" 4 Install "Christy No. 8-30 or "Brooks" No. 3—NS (or equal). 12" M,^. Gutter Flow Line <br /> (Ste. 42+62 to Sta. 43+07) Refer to S.J.Co Std No. CW-020 for details not shown. (Both Sides) <br /> 6. <br /> EParking Area <br /> Elev. <br /> New a" Sidewalk 4" 2 SECTION A-A <br /> Exist. C.&G. 2% (Typ•) IIIIIII=II <br /> _ I R/W <br /> ..� Place 6" mist. n 3 A . <br /> r .1 —►{i' Min. <br /> cont. (Sta. 42+62 <br /> to Sta. 43+07) — — <br /> - - - - =`� I 9. — — — — - - - - <br /> A 3"0 PVC pipe a• <br /> SECTION <br /> Rotate Wye—Tee <br /> SCALE' 1' = 2' clear necessary to <br /> clear covverr.. <br /> A <br /> TYPICAL ELEVATION Roil Post Sta. 43+26 (Lt.) <br /> Q7 Top rail stroll be 1-1/4" O.D., NO SCALE Connect 4"0 pipe to R/W <br /> exist. drain line <br /> Min. to 1-1/2" O.D., Max. '�E 'at �, f1' Min. <br /> ® 7'-4" ❑2 Post spacing shall not exceed 6'. — J—.�— I 3" Min. edge distance <br /> I Post in non shrink grout. <br /> 7•-6• ❑3 Provide 1-1/2"0 wheel rail. - �' '•I Face of new curb A <br /> ® Provide welding els at end posts. , • ' <br /> 61 © Verify dimensions in field prior .sem <br /> Rotate Wye—Tee A 3'0 PVC pipe <br /> to fabrication. 2 <br /> 2-1 "0 X 0-9'—/ °s necessary to 3"0 opposed 22.5' elbows <br /> / clear cover. <br /> metal can. Embed 4"0 x 3`0 reducer <br /> Match g- ; — _ — — Post in non-shrunk grout. <br /> HANDRAIL DETAIL Sta. 66+55 and Sta. 66+80 (Lt.) / � ` <br /> 2% (ryo.) �41 DETAIL Fn�z "e-aVI tt c w�s <br /> j NO SCALE 1 NO SCALE L <br /> _ <br /> UNDER SIDEWALK DRAIN DETAIL <br /> SCALE, 1' = 2' 11 <br /> SYMBOL LIMITS r �`�EZ�fU1BS] <br /> 5149 {tt) DE44 I etl vL-72. <br /> ® Sto. 60+94 to Sta. 62+56 (Lt.) ;Eg <br /> © Sta. 66+51 to Sta. 67+25 (Lt.) r:rfC7 <br /> Ft AA) <br /> SECTIO <br /> SCALE, i' - 2' 11 <br /> Place dbl. layer of <br /> 6"x6"—W1 .4xW1 .4 6 Min. (Typ.) <br /> 7 9" " welded wire fabric <br /> ® s Via. with 6" overlap <br /> ® 6'-a" to 9' at joint. ;-----— <br /> — — — _ <br /> 1• Pipe Handrail „ <br /> Alt. <br /> Pipe Handrail 14 + / DrlainPipe <br /> EXIST. BUILDING <br /> M y Pour Class B Concrete <br /> Mcollar to connect pipes <br /> 2% Max. _ OS shown. <br /> 4" Sidewalk <br /> Match <br /> q o •. . Existing 12"0 RCP <br /> Exist <br /> •• <br /> •• �' cont. ramp ever. , <br /> 8' Sq. edge Ftg. w/ <br /> L — — — — 4" ' -, e" <br /> 1/2" exp. joint PIPE CONNECTION DETAIL 7 <br /> ,f� <br /> jD�NR ED #4 Bar, cont. (Typ. of 3) `•C.=�� <br /> MOn(ar.f NO SCALE <br /> IP/ rr 11 <br /> #4 Bar 24"O/C w/ x..."...A <br /> Sta. 81+66 to Sta. 81+91t (L t.) <br /> 3—#4 Bora, cont. <br /> SYMBOL LIMITS HANDRAIL DETAILm j <br /> Sto. 64+92 to Sta. 65+51 (Rt.) SCALE, 1' = 2' 1 ' <br /> Q Sto. 69+53 to Sta. 69+97 (Rt.) <br /> © Sta. 81 +16 to Sta. 82+03 (Rt.) EE <br /> t <br /> SECTION <br /> SCALE, 1' = 2' <br /> QPOF Ss/p <br /> . FOPS RVgHp(F <br /> .0 2 <br /> k <br /> No ',1,341 <br /> Exp. f " <br /> •—L�a <br /> cr 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> � x 2/99 �QUNTY OF SAN JOAQUIN SCALE AS SHOWN CONSTRUCTION DETAILS WATERLOO ROAD IMPROVEMENTS NO. SHEETS <br /> �. M. Y 3/99 <br /> (19/ff �- 4Ja-, r-- '/=f�ff 0.,WJ�A r'/�r (»Err Street to State Highway 99) 11 17 <br /> FILE NAMEDRAWER SHEET NO. I ACAD REVISIONS 17 <br /> const5.dwg Q e:\project\water1oo\const5 <br /> ( 2 <br /> ?,.Oh <br />