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HomeMy WebLinkAbout1856-D . , _ _ PF�ORLE ALES __ _ __ _ _ _ t _ � , - _ _ ._ __ _ _- - -_ __ _:_ _ a 1 __ - _ - - BE - NCHMARK� 10074 ._ ._ __ - _ __ __ _._-_ - __ _ _ -- _ __ _ _- . . __ . _ ._ ___ __ ___ -- _. - H _ - - - - _ - OR1Z.. 1 --._. .__ __- .__._ _ _ ._.__ _._ __. .._ _.-. .___ . -- _ _ 40 _. __ ._. . __.. _ _ _ - _ -. _._ __ . _.. . _ . __ . _ _. _.. _._ _. _ _. _ _ - _- _ _ _ _ __ _ _ ...__ _..- _. --- _. __ ___ .__ _ _ _._ . - _._. __ _ _.._ ..-: _ . _- _ . _ .__ __.. _... _.... __ _ '_ .._.__ ___ ._ _ - . _ __. __ VERT. 1 8 _ ._._ _.._. . ..___..__. _ . _. _... ._ _ _ - _- _ _ _ _ _ __ _. _. __ _. _.._ ._._ ._ _._.._. _ _.-.___ __ _. _ _____._ __ _. __ _-. _._ _._ ._. _. __.._ __._ ._ _ _.. - -._ -.-__ -- -_. _.__ _ _ __ _ __ _ ._ . _ __. -._ _ _ - - - STAMPED CITY OF RANCHO CUCAMONGA BM _ _._ _ __ - _ -- - - _ -.. _. .' __ _- = ... - - - - - - - __ _ _ - _.:: _ __ - _.__ _. _. 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H A _ ___ - - _- - _ -- - _ _ _ - _ __ - - - - - , - - _ _ I _ _ _ __ - _ - __ - - - - - _ - - - p :. ._ : -_.. : .: - ..__ -£ L Det - - - _. - - - - : _. _ _ ._.. _.. ._ . _ _ _ _._ O G C L F TH t _ _ - _... _ - _ M DOLE PtF!E. _ _ - - �- _. _ _ _ -_ 72 5 I - - - - - - _ - - - - - - - - -- - - - - --- - - - - - - - - - - - - - - _. _- _ _ .. _ _ _ - _ _ .._ .. ._: _ _ - - - - __ 4 _ _ _ _ ._ .. _ _ - _ _ _ _. _ _ _ -- -- -- - - - --- - --- -- -___ _ - - - - - _ ._.. .__ _ _ . _ _ 1 __ __ _ _ _. __ _._ _..__ _._.. ._.__ _ __.. __._ ___. _ _ _ _ __- __ __ _ - _ _ ::. .. -_ .-. ___ -.. _ _. __ __ _ ___ _ .. . .-_ _._ ____ _ _ _._ __ _ ._ 3 4 5 6 7 8 9 64't 80't GROUTED ROCK SLOPE PROTECTION SECTIONS DESC RF91ON TYPE PLACEMENT METHOD THICKNESS 3 3 � ROCK - EXPOSED LIGHT B 0.33' W- ROCK - GROUTED LIGHT B 1.50' FABRIC A - <0.08' SLOPE VARIES SEE GRADING ON SLOPE VARIES SEE GRADING ON TOTAL T)-1MNESS 1.83' SHEET N0.2 2�' SHEET N0.3 GROUT TO DRAIN OVER INSTALL CHAIN LINK RAILING GROUT TO DRAIN OVER 2% TYPE 7 PER CALTRANS HEADWALL AND/OR TO HEADWALL AND/OR TO THE SIDE OF HEADWALL THE SIDE OF HEADWALL STANDARD PLANS B11-52 MIN S=1% MIN S=1% INSTALL CHAIN LINK RAILING HGL TYPE 7 PER CALTRANS 100yr Q STANDARD PLANS B11-52 30' I 30' a >_ 2 48" RCP I ~ ROCK EXPOSED 4" (TYP) 27 HGL (TYp) GROUT LINE to 2 100 i r 2' ----- I ROCK EXPOSED 4" (TYP) � � 48" RCP - - �s'� GROUT LINE ------ --------- -------- i (Np) •- �--z I • ::. I ©2 '4 •: SEE SHEET N0. 6 FOR FILTER FABRIC _* �'- -'- TRASH RACK DETAILS -•r s 2'x4' GROUT END SILL EXTENDS r 2s ZQ SECTION B-B INLET TRIPLE 48" CULVERT SLOPEMROTECTION0A DD GEKSILLS SEE SHEET NO. 6 FOR FILTER FABRIC TRASH RACK DETAILS N.T.3. 2'x4' GROUT END SILL EXTENDS FULL WIDTH OF GROUTED ROCK SLOPE PROTECTION AND EDGE SILLS SECTION A-A OUTLET TRIPLE 48* CULVERT N.T.S. © REVISE HEADWALL CONFIGURATION AND EXTEND CULVERTS. 04/19/04 DESCRIPTION OF REVISION DATE GTY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN PROFILES AND CULVERT DETAILS FOR CONSTRUCl10N ITEMS MILLIKEN AVENUE 2® CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS 06). / Sta 36+60.00 tO Sta 59+00.00 COUNTY OF SAN BERNARDINO 2® CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. o Q�OFESSIpryq� ` Underground Service Alert CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH � �y� APPROVED BY DATE DEPARTMENT OF PUBLIC WORKS QBERTR. On> CITY ENGINEER _ __ R.C.E. 2495 FORE CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. � � DESIGNED BY DRAWN BY CHECKED BY APPROVED BY: No.-"i29 DESIGN RECOMMENDED Call: TOLL FREE ASSOCiat@d En91n@@rs c� E X 6.30-03 � ✓.F8..1k.D.L. `T! \Q Vokx (909) 9e0-1M Fox (909) 941-OW 1 800 UBMITTED BY: 3311 E ShELBY STREET ONTARIO, CALIFORNIA 91764 -- --- -- 1►� - �r C 1 V iL Q� DRAWN SH^^EECCT 422-4133 RECOMMENDED/APPROVED BY ASST. DIRECTOR OF PUBLIC WORKS DATE F OF CA��F� J.F8.1k..D.L. E - 05 OF 07 CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIG P AI D _._-___.___.__._.- RCE No.: 44,120 �pCc OPMENT NGINEER DIRECTOR OF PUBUC WORKS DATE: 1IO�.% . 2�•e♦ FILE No.: 89075 _. This plan is copyrighted by Associated Engineers, Inc. - 2000 I