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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS INDEX OF SHEETS STATE OF CALIFORNIA AC1MG - ACSTPHG - 000C ( 254 ) E 10,15,18,30,38, Var 08 SBd , RIV 60,66,71 ,83,142 1 48 Sheet No . Description DEPARTMENT OF TRANSPORTATION DEL NORTE SISKIYOU MODOC x 1 Title and Location Map 2- 13 Construction Details PROJECT PLANS FOR CONSTRUCTION ON TRINITY SHASTA LASSEN 14 - 15 Drainage Plans HUMBOLDT 16- 24 Ut i l i ty Plans TEHAMA 25- 26 Construction Area SignsSTr% TE PLUMAS 27- 43 Summa ry of Quantities MENDOCINO GLENN BUTTE SIERRA al&ans NEVADA 44 - 48 Revised Standard Plans COLUSA LAKE � PLACER EL DORADO THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT SONOMA NAPA YOLO CJ ALPI E IS INCLUDED IN THE NOTICE TO CONTRACTORS IN SAN BERNARDINO AND RIVERSIDE COUNTIES SOLAN � PMP ��P P MAR I N �,P�ti� P TUOLUMNE CONTRA MONO AND SPECIAL PROVISIONS BOOK . COSTAOPQ SAN FRANCISCO LA ED � �`� P MAR I POS AT VARIOUS LOCATIONS SAN MATED SANTA �P� CLARA MERCED O� P �P To be supplemented by Standard Plans dated July , 1999 SANTA CRUZ SAN BENIT FRESNO INYO TULARE MONTEREY KINGS SAN x LUIS OBISPO KERN SAN BERNARDINO SANTA BARBARA LOS ANGELE A D E L A N T O VENTURA 0 V I CTORV I LLE LOCATION MAPANGE RIVERSIDE ROUTE 18 APPLE VALLEY '^ 0 SAN DIEGO IMPERIAL �O L J The State of Calif orni a or its officers or agents shall not be responsible for the occurac 9y Lucerne Q Valley Ror completeness of electronic copies of this plan sheet. Pinon Hills w � T Cal trans now has a web site! T o et to the web site o too htt .//www.dot.cao ov 9 9 9 P 9 .� 0 0 Ci cr3 HESPERIA O >. x ROUTE 2 V c� letric Wr i ghtwood ROUTE �, ROUTE138 � �`�, 5 LOCATIONS OF CONSTRUCTION Bl q Bear LOC CO ROUTE KP DESCRIPTION I Cajon � � Lake Lake � �Sl/verwood • � � O �� Baldwin 1 SBd FROM L COUNTY LI TO TIW WASH / 38 O B 1 0 0 0 0/1 7 0 7 R M A C N NE E ANDA A 44 $ � Lake � 4 1 3 Lake �� 4 Towhead O2 SBd 15 0 . 0/20 . 6 FROM RIVERSIDE COUNTY LINE TO SIERRA AVE UC Cs '� �j O3 SBd 18 71 . 3/1 1 9 . 1 FROM BIG BEAR DAM JCT RTE 38 TO HIGHLAND RD 7 Devore 8 1 $ Big Bear 2 � � ROUTE Q / City ® SBd 30 0 . 0/2009 FROM LA COUNTY LINE TO CHERRY AVE / w ,��V � Running 38 O5 SBd 38 6304 /9506 FROM ONYX SUMMIT TO N JCT RTE 18 ( END OF RTE 38 ) c Springs ROUTE O FROM LA COUNTY LINE TO JCT RIV 31 6 O O 3� © SBd 60 000/1600 ftl RANCHO c W� CUCAMONGA 0 ROUTE 30ANGELES O7 SBd 66 0 . 0/16 . 1 FROM LA COUNTY LINE TO JCT RTE 15 OAKS O 8 SBd 71 0 . 0/1307 FROM LA COUNTY LINE TO RIVERSIDE COUNTY LINE JCT RTE 71 66 sANJOUPLAND�ROU � 3 SBd 83 0 . 0/2208 FROM RIVERSIDE COUNTY LINE TO END OF RTE 83 ( JCT RTE 30 ) CLAIR FONTANA 0 LO BERNARDINO ROUTER I ALTO OO SBd 142 0 . 0/9 . 3 FROM ORANGE COUNTY LINE TO JCT RTE 71 10 cv ROUTE 10 ONTARIO 11 Riv 71 400/409 205 MILES FROM SBd COUNTY LINE TO JCT RIV 91 POMONA R oL/ — —I- - 60 '� F H I o S_A_N BERNARDINO COUNTY 8 C N - - o � � � 9 0 CALIMESA COUNTY N Lil o o� •� RIVERSIDE �. / RIVERSIDE O O 000 o � w / � V O QR�FESSI� 00 �� F Li a O TE 60 05- 01 - 02 �� 0 0 G 0 w 0) ROU � J . R . HOPPER a J 0 � � z � <zzF— o NORCO w No. C-29277 m w ® f� D '� MORENO VALLEY � — — O 0�, Project Engineer Date � � 3-31 —03 � ` � � N Registered C i v i I Engineer Exp. � � � o V) s� CIVIL P a c CORONA o ATF OF o�� 0 0 Z CAL 1F � � July 8 , 2002 CL CL CS UILTL� LJ oPlans Approval Date � x �' NO CORRECTIONS ON THIS SHEET L � L-1 0- �` DATE COMPLETED 03-24-04 z CHECK BY R/W ENG 0C\J w RESIDENT ENGINEER I The Contractor sha I I possess the Class ( or classes ) of license r 10- 12-04 L °° eas specified in the " Notice to Contractors ' ' . SIGNATURE DATE Q Contract No . 08 — 478504 J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > sandrien FORM DC-OE-93-PF ( REV . 3/88 ) SCALE IS IN MILLIMETERS I I I I I I DGN FILE ::::::: > 84 7850_ 0001 _ c 01 o dgn CU 08225 EA 478501 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd , R i v 10315,18,30,38, Var 2 48 ® 6016617118311421 �� 05- 01 - 02 EXISTING UTILITY FACILITIES ARE NOT SHOWN �6EEEGIS RED CIVIL EI® R �a RoFESSIo � ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . x J . R . HOPPER z 7- 08-02 w No. C-29277 m PANS APPROVAL DATE 0 3-31 -03 The State of California or its of or � Xp' W agents shall not be responsible for the accuracy L P ti m C/) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov -- w > Lu Q REMOVE AC DIKE w Q PLACE AC DIKE TYPE F PLACE AC DIKE TYPE C PLACE AC DIKE TYPE C 0 CONNECT MBGR TO EXIST POST 200 1300 ( SRT- 350 ) Q 1 . 905 T TERMINAL SYSTEM 7 . 0 ( ET- 2000 ) 200 w ( ) = w ( T ) w WALL ABUTMENT OR BRIDGE RAIL o ----------------- . --- AC DIKE -- x . . .. --- ------------------------------------ - N --.-_.-- -- ---.------�.---- .- EXIST MBGR ----- ------------------ FL EDGE OF PAVED SHOULDER OR ETW OK MBGR )00 OFFSET LINE OF TRAVELED WAY c) r SALVAGE MBGR om m w �o aw o __j W DU �Z U U J(nuc) l U W aw = DETAIL 1 W M w W x Z a a Z w O w REMOVE AC DIKE 0 oc PLACE AC DIKE TYPE C PLACE AC DIKE TYPE C PLACE AC DIKE TYPE F 7 13 . 0 ( SRT- 350 ) TERMINAL SYSTEM 2 . 0 CONNECT MBGR TO EXIST POST 2 . 0 700 ( ET-2000 ) ( T ) 1 . 905 OK z Z --- -.- -. - -AC DIKE BRI DGE RAIL-1< ---------- -- ------------ - C> W EXIST MBGR Q EDGE OF PAVED SHOULDER OR OFFSET LINE OF TRAVELED WAY MBGR ETW a Cl- DEPARTURE Z 0SALVAGE MBGR ( DEPARTURE ) � J W C:) W W Q DETAIL 2 Z WNOTES : C3 0 AS BU I LT C\j 0 1 . AC DIKE AND MBGR WILL BE PLACED , REMOVED OR RELOCATED Na CORRECTIONS ON THIS SHEET U 00 Q W AS INDICATED IN THE QUANTITY TABLES ( SEE O- SHEETS ) o Q z DATE COMPLETED 03-24-04 o � 0 2 . REFER TO STD PLANS FOR INFORMATION RESIDENT ENGINEER NOT SHOWN ON THIS SHEET . J U00 30 ( T ) = DIKE TRANSITION . SEE SHEET C- 110 a_ x C> LL] LL] Lu 4 . DIRECTION OF TRAFFIC INDICATED BY CONSTRUCTION DETAILS � ~ Q a (V NO SCALE � � C - 1 LLJ > 00 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Q 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0002_g01 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd , R i v 10,15,18,30,38, Var 3 48 �� 6016617118311421� EXISTING UTILITY FACILITIES ARE NOT SHOWN �� 05- 01 02 Es ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . etri C EGIS RED CIVIL E I��t- EER QRoF SIoNq` 0 J . R . HOPPER 7- 08- 02No. C-29277 z PLANS APPROVAL DATE 0 3-31 -03 The State of California or its of or 4C Xp' W agents shall not be responsible for the accuracy s� CIVIL P 1 m U) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. �w E T W Cal trans now has a web site! To et to the web site o too htt o//www.dot.cao ov g 9g P g �--� w LuQ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- � o w MBGR a Lf/ �►J L1/ o 0) V) 0) CV0 0 0 0 0 0 Q � 0 0 0 0 0 0 10905 7062 PARABOLA _ ES z w C9 o _ ----- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SALVAGE CONCRETE BARRIER ( TYPE K ) EXISTING CONCRETE BARRIER 0 Z � � o ( SEE QUANTITY TABLE ) g ( TYPE K ) 05 TYP 15 1 ---------------------- C) m Wm -------- -- -- --- - -- ------------------------------------------------------------ -------------------------------------------------------------------------------- o TYPE 9 EXISTING BRIDGE RAIL D CD DETAILS ON THRIE BEAM CONNECTION TERMINAL SECTION J cn w 1 0 43 DETAILS ( BARRIER RAILING TYPE 9 & 9- 11 ) ( TYPE B ) U cl U ALTERNATIVE 1 ROUTE 15 TERMINAL ANCHOR ASSEMBLY ( TYPE CA ) RETURN SECTION oc � w W X Z a => Z a w 0 U W o REMOVE BRIDGE RAIL TYPE 9 o /1 0 LL • ---------------------------------------------- 0 ES Z z O W Q Oa --------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- X 0 a J ETW W DETAIL 3 C> W W 0 Ld Q Z C3 0 0 N I UO-) Q W NO CORRECTIONS ON THIS SHEET L 00 0 P 0 - 0 - DATE COMPLETED 03-24-04 O RESIDENT ENGINEER U00 X o 1NO . � � REVISED PER ADDENDUM 1 DATED AUGUST 23, 2002 Q - CONSTRUCTION DETAILS ~ Q z (V H a O NO SCALE C - 200LLJ ALL DIMENSIONS ARE IN METERS Q � UNLESS OTHERWISE SHOWN J o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0003_g02 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S B d R i v 10,15,18,30,38, V a r 4 48 " EXISTING � 601661711831142 EXISTING UTILITY FACILITIES ARE NOT SHOWN ��t- — ile, — — 05 01 02 " EGIS RED CIVIU E I EER e oo SI0�q� X ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . J . R . HOPPER 7-08- 02 No.-C-29277 z PANS APPROVAL DATE 0 3-31 —03 The State of California or its of or Xp' W agents shall not be responsible for the accuracy L P ti m U) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov > Lu Q � o w a 0 a z w ETW o X ° --------------------------------------------------------------------- Z � MBGR o Ln Ln Ln Ln Lf) u) ``,+ o v°J o o v°J o �� l V w °0 m ES 0 0 0 0 0 01 . 905 �oT T — QW 0 w -------------------------------------- J ----- ---- u U -- - SALVAGE CONCRETE BARRIER ( TYPE K ) __j C/) w : . ( SEE QUANTITY TABLE ) Uo 1 . 90 5 0EXISTING CONCRETE BARRIER TYP o ( TYPE K ) 151 EXISTING M GR ---- ----------- ------ ------ --------------- ----------- ; ---------------------- ------------------ B oc ---------------------------------------------------------------------------------------------------------------------- -------------------------- -- -- --------------------------------------------------------------------- ------------------------------------------------------------------------------ w W a TERMINAL SECTION z a 11 ° 43 TYPE ( B ) RETURN SECTION w 0 TERMINAL ANCHOR ASSEMBLY TYPE CA )---� w = ROUTE 15 oc � SALVAGE MBGR DETAIL 4 0 Z W Q 0-) a X 0 Q oc J F— W C:) W --------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------- W 0 E T W Q z v o AS BU I LT N WI UO-) a LV NO CORRECTIONS ON THIS SHEET I .. L � 0 z0 - oc DATE COMPLETED 03-24-04 O RESIDENT ENGINEER U00 1 a_ CL X o REVISED PER ADDENDUM NO . 1 DATED AUGUST 23, 2002 LL] LL] CONSTRUCTION DETAILS � ~ Q z (V a NO SCALELLJ ALL DIMENSIONS ARE IN METERS C - 3 UNLESS OTHERWISE SHOWN Q 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0004_g03 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S B d , R i v 10,15,18,30,38, V a r 5 48 � EXISTING UTILITY FACILITIES ARE NOT SHOWN 60)66;71 )83)142 05- 01 - 02 ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . QR�FESSIoly EGIS RED CIVIL E I EER �a q</ x J . R . HOPPER z 7-08- 02 No.-C-29277 PANS APPROVAL DATE 0 3-31 -03 The State of California or its of or Xp' W agents shall not be responsible for the accuracy CIVIL P ti m or completeness of electronic copies of this plan qTF OF CAL IFo�� sheet. o w SALVAGE EXISTING MBGR CCc7ltrGns now has a web site! To get to the web site, go to. httpo//wwwodotocaogov > Lu Q � o w a o - Q TERMINAL SYSTEM TERMINAL SYSTEM J w = w EXISTING FENCE ( DEPARTURE ) ( APPROACH ) z w 0 x 0 z 1 0 905 0 _ TYP --------<: -------------------- . ......... ---------------- --------------- ------------------- -------------------------------------- om m w �o Q ETW ETW __j W DCD �Z JCn w EDGE OF PAVED SHOULDER OR U o U OFFSET LINE OF TRAVELED WAY MBGR ( APPROACH ) oc � w W DETAIL 5 x Z a Z a w O U W 0 OC SALVAGE MBGR EXISTING MBGR z Z . 905 oW CONNECT MBGR TO EXISTING POST Q TERMINAL SYSTEM a xz� J -- 15 : 1 AC DIKE 0 - - F— W ------------------------------------------------------- ---------------------------------- L.L. � ETW 7062 ( PARABOLA ) z W EDGE OF PAVED SHOULDER OR � D MBGR NE OF LIT OFFS TRAVELED YAS BU I LT � E RAVE ED W A oc Z a- NO CORRECTIONS ON THIS SHEET Lu DATE COMPLETED 03-24-0 o 0 N RESIDENT ENGINEER W Q o0 Q 0 Z DETAIL 6 O L o0 w U00 � � x O CONSTRUCTION DETAILS Q � W Q a (V NO SCALE � o ALL DIMENSIONS ARE INLLJ C - 4 � � METERS UNLESS OTHERWISE SHOWN Q � J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0005_g04 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 0 8 S B d , R i v 10;15;18;30;38; V a r 6 48 EXISTING UTILITY FACILITIES ARE NOT SHOWN 60)66)71 )83;1421 etri 05- 01 - 02 ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . EGISRED CIVIU E I EER OFESSI aeR oN�` x J . R . HOPPER z 7- 08- 02 lNo. C-29277 PANS APPROVAL DATE 0 The State of California or its officers or 4( Xp'3-31 -03 W agents shall not be responsible for the accuracy L P ti m C/) or completeness of electronic copies of this plan qTF of CAL IFo�� sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov -- w > ~ REMOVE AC DIKE Lu Q � o w o PLACE AC DIKE TYPE F PLACE AC DIKE TYPE C PLACE AC DIKE TYPE C 200 13o0 ( SRT 350 ) 200 EDGE OF PAVED SHOULDER OR 7o0 ( ET 2000 ) Q CONNECT MBGR TO EXIST POST 1 . 905 T OFFSET LINE OF TRAVELED WAY T w w - z 0 AC DIKE x - -_._ - - ---------------- F -- -- - Z FL EXIST MBGR _ TERMINAL SYSTEM ETW MBGR ( APPROACH ) c) r SALVAGE MBGR ( APPROACH ) om m w �o aw o _j W DU �Z U U J(n W aw = Up U DETAIL 7 oc w W x Z a a Z w O U REMOVE AC DIKE O oc � PLACE AC DIKE TYPE C PLACE AC DIKE TYPE C PLACE AC DIKE TYPE F 200 13o0 ( SRT 350 )o200 70 ( ET 2000 ) EDGE OF PAVED SHOULDER OR CONNECT MBGR TO EXIST POST ( T ) OFFSET LINE OF TRAVELED WAY ( T )_ 1 . 905 AC DIKE z <<<<<<<< Z 0 �„�„� _ - - --------- ------- -- ------ -- -- -- -- -- -- --------- __ __ Q � ~ TERMINAL SYSTEM EXIST MBGR F L -------- o a x c(n O MBGR ( DEPARTURE ) ETW a °C J SALVAGE MBGR ( DEPARTURE ) W C:) W W 0 Q Z Ld C30 AS BU I LT o N ' NO CORRECTIONS ON THIS SHEET U W DETAIL 8 0 - DATE COMPLETED 03-24-04 L 0 z 0 � o RESIDENT ENGINEER L o0 LL] LL] U00 a_ CL x O LL] LL] CONSTRUCTION DETAILS � ~ Q z (V a :) NO SCALE I ALL DIMENSIONS ARE IN C . 5 W °O METERS UNLESS OTHERWISE SHOWN Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0006_905 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL �� TOTAL PROJECT No SHEETS EXISTING UTILITY FACILITIES ARE NOT SHOWN10)15)18)3038 08 S B d 9 R i v60.66.71 .83'14� Var 7 48 ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . 05- 01 - 02 e tric® � QR�FESSION EGIS RED CIVIL ENql77R x J ° R ° HOPPER REMOVE AC DIKE 7- 8- 02 w m No, C-29277 PLANS APPROVAL DATE 0 3-31 -03 The State of California or its of or 4( Xp' W agents shall not be responsible for the accuracy � P PLACE AC DIKE TYPE F PLACE AC DIKE TYPE C m � or completeness of electronic copies of this plan TF of CAL IFo�� > sheet. �w 13 . 0 m Cal trans now has a web site! T oet to the web site o too htt o//www.dot.cao ov g 9g P g > Lu Q o CUT SLOPE w APPLY SOIL SOLIDIFYING EMULSION ON Q DISTURBED SOIL AREAS AROUND BURIED 0 END POST AFTER COMPACTION ° Q ( SEE SPECIAL PROVISIONS ) w ......................... w BURIED z w - END POST = EXIST MBGR z --- __- �_ 1 0 0 1 A C DIKE ° ------------------ Z 7 ° 62 PARABOLA BURY END OF RAIL IN CUT SLOPE EDGE OF PAVED SHOULDER OR SALVAGE MBGR OFFSET LINE OF TRAVELLED WAY om m w �o az MBGR DU �Z U U J(n W aw = Up U DETAIL 9 ( SEE STANDARD PLAN A77D LAYOUT TYPE 2B REMOVE AC DIKE FOR ADDITIONAL DETAILS ) oc � w W PLACE AC DIKE PLACE AC DIKE PLACE AC DIKE TYPE C x Z a TYPE FETW a TYPE C 13 ° 0 ( SRT 350 ) Z 7 ° 0 ( ET 2000 ) w O -------------------------------------------------------- ------------------------------------------------------------------------------ --------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------- U w MBGR O n rn n rn rn n O O O O O o 1 ° 905 ES --------------------------"_ -------------------------....... --------------------------------------------------------- z Z o O �1 W a TERMINAL SYSTEM a X z DETAILS ON THRIE BEAM CONNECTION Q J TYPE 9 DETAILS ( BARRIER RAILING TYPE 9 & 9- 11 ) EXISTING BRIDGE RAIL W C:) ALTERNATIVE 1 z W W Q Q Z v o AS BU I LT 0 UO W NO CORRECTIONS ON THIS SHEET Q o0 Q 0 - 0 - P-1 DATE COMPLETED 03-24-04 0 - oc RESIDENT ENGINEER o 0 � ww U00 REMOVE BRIDGE RAIL TYPE 9 x O � � W � � CONSTRUCTION DETAILS z N Q DETAIL 10 Q F O NO SCALE > 00 _ 6 W ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Q 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0007_g06 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS �� 0Bi v 10,15,18,30,38 ar 8 48 EXISTING UTILITY FACILITIES ARE NOT SHOWN 8 Sd ® � R 60 66 71 83 14� V ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . 05- 01 - 02 e t ® � QR�FESSION E G I SSV RED CIVIL E I EER Q F� x J . R . HOPPER SALVAGE 7- 8- 02 w No. C-29277 m PLANS APPROVAL DATE 03 MBGR The State of California or its officers or 4( Xp3-31 -0 agents shall not be responsible for the accuracy s> CIVIL P MBGR > or completenessleteness of electronic copies of this plan m ATOF CAL IF sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.c(7ogov > Lu 0 1 . 905 TYP . Q EXIST MBGR 0 SALVAGE a MBGR J w = w z o TURNOUT AREA EXIST MBGR x 0 Z H� --.- -------- -- --- --- --- -------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ C) W >- ,�, m E TW E TW �o Q z EDGE OF PAVED SHOULDER OR U U OFFSET LINE OF TRAVELED WAY Qw = DETAIL 11 U0 U OC Im w W x Z a TERMINAL SECTION a z ( TYPE C ) w O U W 0 SALVAGE MBGR oc � 7 TERMINAL ANCHOR Q ASSEMBLY ( TYPE SFT ) -3:: Lu > 1-�0 Z Z EXISTING MBGR C> W a � 1 . 905 Ca -------------------------------------------------------------- Z ------------------------------------------------------- ----- oc ---------------- ------------------------------------ --------------------------- -------------------- ------------------------------ -----------------\: ---------------------- F- W --- LL. MBGR Z LV ( REPLACE NON STD & DAMAGE MBGR ) w 0 ETW Q Z vAS BU I LT o 0 C\1j NO CORRECTIONS ON THIS SHEET W DETAIL 12 Q DATE COMPLETED 03-24-04 � o0 P-1Q 0 � RESIDENT ENGINEER 0 L o0 w U00 a_ CL x O LL] LL] CONSTRUCTION DETAILS � ~ Q z (V H a O NO SCALE C - 7 >LLJ °° ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Q 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => sandy en CU 08225 EA 4 78501 DGN FILE _> 847850_0008_g07 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS �� 08 SBd 9 R i v 10,15,18,30,38 Var 9 48 EXISTING UTILITY FACILITIES ARE NOT SHOWN 6066718314 ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . 05- 01 - 02 � etr ® QR�FESSION EGIS RED CIVIL E I EER x JeR . HOPPER z 7- 8-02 w No. C-29277 SALVAGE EXISTING MBGR PLANS APPROVAL DATE 0 3-31 —03 The State of California or its of or 4( Xp' W agents shall not be responsible for the accuracy L P m � SEE DETAIL 0 N C- 10 , CASE 1 F O R or completeness of electronic copies of this plan qTF of CAL IF���� w o ONE POST OMITTED sheet. � Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov Lu Q 1 091 W Q 1 091 3081 0 0 . 95 1 091 a Elf J w = w w ------------ ------------------------------------------------------------- 0 ------ 0 _ = ES x 0 Z � 7062 m o 7062 m E TW om m MGBR w �o aw o __j W DCD �Z U U aw = DETAIL 13 U0 U INTERCHANGE CONNECTOR oc � w W 30048 MBGR x Z a Z a E T W w --------------------- -------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0 U w ES 0 oc ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- >>>>>>>>>> TERMINAL ANCHOR 0 . 30 ASSEMBLY ( TYPE SFT ) 3081 MBGR T I L SYSTEM ERM NA EM FIXED OBJECT z Z ( OVERHEAD SIGN SUPPORT ) uj o a X GORE AREA z J 102 TERMINAL SYSTEM ~ UJ TERMINAL ANCHOR L.L. > ASSEMBLY ( TYPE SFT ) 11043 MBGR W Lu z Cl Q Z -------------------------------------------------------------------------------------------------------------------------------------------------------------- o o ES N U0 AS W ,BU I LT `. a o z 0 NO CORRECTIONS ON THIS SHEET O ETW C> 11 11 C> DATE COMPLETED 03-24-04 DETAIL 14 Q RESIDENT ENGINEER o LOCATION NO . 159 AT SBd ROUTE 109 WB PM 10 . 269 SEE Q- 1 W W x LOCATION NO . 4 , AT SBd ROUTE 15 , NB PM 1097 , SEE Q- 2 Q - W � � CONSTRUCTION DETAILS Q ( SEE STANDARD PLAN A77E ) NO SCALE C - g LLJ > � ALL DIMENSIONS ARE IN N METERS UNLESS OTHERWISE SHOWN Q � J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0000_g08 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd , R i v 10,15,18,30338 Var 10 48 11 � EXISTING UTILITY FACILITIES ARE NOT SHOWN 60 66 71 83 10 05- 01 02 112v .... QR�FESSION ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . EGIS RED CIVIL E I EER �o � J . R . HOPPER 7- 8- 02M PLANS APPROVAL DATE No, C-29277 0 3-31 -03 The State of California or its of or 4( Xp' W agents shall not be responsible for the accuracy L P ti m C/) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. FIXED OBJECT Cal trans now has a web site! T oet to the web site o too htt o//www.dot.cao ov g 9g P g Lu ( COLUMN OR OVERHEAD SIGN SUPPORT ) > Lu Q 3081 MBGR 7062 MBGR � o w EDGE OF PAVED SHOULDER OR 0 10905 OFFSET LINE OF TRAVELED WAY TAA ( TYPE SFT ) a J w = w z w 0 _ = 102 TERMINAL SYSTEM x --------------------- -------------------------------- 0 z � ES o 11043 MBGR ------------------------------ ETW om m w �� o DETAIL 15 Q w TERMINAL SYSTEM Jz W U� U ULOCATION NO . 175 AT SBd ROUTE 10 , WB PM 10 . 02 , SEE Q- 1 __j C/) = LOCATION NO o 2 , AT SBd ROUTE 1 5 , NB PM 1 0 31 , SEE Q-2 Q,� EXISTING TERMINAL SYSTEM U0 U TO BE SALVAGE ( SEE STANDARD PLAN A77E ) UPPER LEVEL INTERCHANGE CONNECTOR ------------ w W x_ _ _ Z a Z a W (O`` I - 15 SOUTHBOUND U W O °C 1 0 91 TYP 0 . 30 z Z o W a � a x ES z Q J p �� E T W W �o C:) � `�� �� EXISTING MBGR TO BE SALVAGE z W TAA ( TYPE SFTW ) =E 0 ti O Cl- Z 3081 MBGR EXIST . �o Lu (� COLUMN o 9 0 N �O o 0 Q W G � � Q �'O NO CORRECTIONS ON THIS SHEET DETAIL 16 C> DATE COMPLETED 03-24-04 �_ o0 J LOCAT ION NO . 575 AT SBd ROUTE 1 5 , SB PM 2 . 52 , SEE Q- 3 RESIDENT ENGINEER w w o0 x O � � CONSTRUCTION DETAILS � ~ Q z (V a No scALE _ � C 9 >>>>>>>>>>>A AS BU I LT ALL DIMENSIONS ARE IN w N METERS UNLESS OTHERWISE SHOWN Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_001 0_g09 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 1 ° 9 ®►® 3 . 8 ®►® 1 ° 9 ®► 0 8 SB d 9 R i v 10115118130,38 V a r 11 48 ® 60.66.71 .83.10 05- 01 - 02 A QRSFE E G I S RED CIVIL E I EER SSION�0 q<' X ! J ° R ° HOPPER z - g- 0 1 No. C-29277 PLANS APPROVAL DATE o 3-31 -03 w The State of California or its of or 4( P (./) � � � � � ORIGINAL agents shall not be responsible for the accuracy S�q CIVIL tiP m � or completeness of electronic copies of this plan TF of CAL IFo�� o > ! METAL BEAMGUARDRA I L sheet. w � � 1 w A ! Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov Cf) ADDITIONAL LAP UNDER w w a METAL BEAM GUARDRAILi PRECEDING RAIL o 3 ° 8 03 ° 8 � w a 0 Q � CASE 1 n z o ONE POST OMITTED X ° Z � H Z ° 1 ° 9 ► 1 ° 9 ► 3 . 8 ► 1 ° 9 ► 1 ° 9 ► om m o A ADDITIONAL aw o I I I I I J z w METAL BEAM D CD GUARDRAIL _j U) w UD U ORIGINAL I I I METAL BEAM A GUARDRAIL w W Ld Z X LAP UNDER a � ( 3 ° 8 ) , ,® ( 3 ° 8 ) � PRECEDING RAIL 0 a Z W O = TWO SECTIONS 150 mm X 200 mm W OF GUARDRAIL X 0 ° 38 m BLOCK CASE 2 o ( ONE SET INSIDE ONE POST OMITTED SPLICE AT POSTS ir M OF THE OTHER ) - 150 mm X 200 mm X 1 ° 83 m POST I1 ° 9 I1 . 9 I5 ° 7 I 1 ° 9 Z Z C> W A ! ADDITIONAL Q2 METAL BEAM a SECTION A- A GUARDRAIL x x O Z0 F- W ORIGINAL LL- ! ! ! METAL BEAM W Z A GUARDRAIL oc R AS BU I LT LAP UNDER NO CORRECTIONS ON THIS SHEET Z ( 3 ° 8 ) �� 3 ° 8 �I� 3 ° 8 Lu PRECEDING RAIL o (� DATE COMPLETED 03-24-04 O O RESIDENT ENGINEER N Q W CASE 3 00 P-1 0 TWO POSTS OMITTED CONSTRUCTION DETAILS LONG SPAN NESTED GUARDRAIL 00 NO SCALE JJ a_ CL LL.X O LL] LL] 1a Lu ADDED PER ADDENDUM NO . 1 DATED AUGUST 23, 2002 ~ � �� o 0 N EXISTING UTILITY FACILITIES ARE NOT SHOWN _ C 10 > 00 ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . LLJ ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN Q 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0011_g10odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS �� 0 8 S B d , R i V 10315;18;30;38; a r 12 48 EXISTING UTILITY FACILITIES ARE NOT SHOWN 6066718314 V ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . 05- 01 - 02 ............. ® QR�FESSION EGIS RED CIVIL E I EER x J . R . HOPPER z 7- 08-02 No. C-29277 ud PLANS APPROVAL DATE 0 \\-.I% 3-31 —03 The State of California or its of or Xp' W agents shall not be responsible for the accuracy s, CIVIL P ti m C/) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov CnIII > Lu Q � o w a 0 Q EXISTING AC DIKE ( TYPE E ) _ �w EXISTING AC DIKE w TYPE E z0 - '- - - - - - - x ' n1iHIGH AC DIKE ( TYPE A OR F ) OR EXISTING AC BERN _ AC DIKE ' TRANSITION - - - - - - _ _ ' AC D I KE TRANSITION --' AC D I KE TRANSITION Q'� - - - w - D C U� U O Uo U " � Q CDti � oeoe Q oc - w ' w W - " oe a z w O AC DIKE ( TYPE C ) U w AC DIKE ( TYPE C ) o AC DIKE ( TYPE F ) oc � 7 z Z o W a a AC DIKE TRANSITIONS X O Q oc J F- W C:) W W 0 Ld Q Z C3 0 T C\j AS BUIL W 0 NO CORRECTIONS ON THIS SHEET o Q o0 Q DATE COMPLETED 0 03-24-04 z 0 oc C> RESIDENT ENGINEER o LL] LL] U00 x O � � W CONSTRUCTION DETAILS Q NO SCALE aN � o C - 11 ALL DIMENSIONS ARE IN METERS w N UNLESS OTHERWISE SHOWN Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0012_g11 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS " EXISTING UTILITY FACILITIES ARE NOT SHOWN 08 SBd , Riv10,15,18,30,38, Var 13 48 60 66 71 83 142 ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . " 'REI�TEG IVIE06- 11 -02ER QROFESS ,oN 0 J . R . HOPPER c z 7- 08-02 � No. C-29277 a Q PLANS APPROVAL DATE 13 mm Plate washer, see Detail G -31 -03 The State of Californiaaorna or Its of o� � xp� agents shall not be responsible for the accuracy sT CIVIL P _ _ _ _ _ _ _ _ _ _ _ _ � or completeness of electronic copies of this plan qTF of Cay IFo�� o w m - - _n i � Sneer. M24 bolt xg � � I I cwn � � � � j!j ! j j 559 mm Ion I Caltrans now has a web site! To get to the web site, go to. http.//www.dot.ca.gov METAL BEAM GARD RAIL w a Metal box spacer. '� iii i ii and wash� er � o See Detail E w ` ow � 152 � Splice bolts not shown ---- i i F 0 114 -moi 953 � � 6 mm Plate Max. 106 6 mm Plate washer see Detail H � Back-up plate required . See Detail K 1_ � L a w 406 194n F 4 V1 I �� Z � F X Y 0 DIRECTION OF TRAFFIC 106 � z n, � C� 32 mm � holes , ty � 229-J 114 VIEW F - F Y � PLAN 457 Front and Rail I post �j back panel k7J STD 'STRAIGHT PLMS JULY /METAL BOX SPACER' om m 25 1067 DETAIL E �o No expansion joint allowed � 22g 152 a w � in adjacent post spacing � q57 457 � 32 mm 9 x 305 __J� Y ; i i pipe sleeve, tot. .4-- 2 U v See Note 5 = _J cn w � aw = Ucl U 22� — — • — • — NOTES : 4- - - — - — - — - 810 ' 1 . For details not shown , see Standard Plans . UJ W X530 Roadway 2 . The Contractor shall verify controlling field dimensions X Z TYP � surface before fabricating any end connection to conform � a � 381 with existing paved conditions . W Q Type 9 Dri I I and bond n 610 76�229-�76 3 . When end section is ca I I ed for , modify typical 2-#19 x 610 dowels #13 I I i terminal section to fit . See detail E . W = in 25 mm 0 holes, tot . 4 tot. 3 min . � 4 . All I p I ates and bolts is are galvanized . van i zed . 157 � � � Splice bolts 5 . Cut and remove that portion of Type 9 , 9- 11 0 508 12 req d . and Bridge Approach Guard Ra i I i ng as required . a � 610 typ. 194 � X �, See Standard P I ans 6 . If ra i I is not continuous over 2 posts , use #13 [ #13 E= Q 203 max. � - - splice at expansion joint . 157 ELEVATION DETAIL K RAIL ELEMENT SECTION EXISTING BARRIER RAILING TYPE 9 BACK - UP PLATE SEE STD PLANS JULY 1999 Z ALTERNATIVE 1 Same section as Thr i e Beam ra i I element ADETAIL "BLACK-UP PLATE" a O o y X N Z — 0 p ZLLJ ~ Z 406 356 AS BUIL T a (/� 89 229 89 64 �w 229—►1164 03-24-04 0 o W i j � � � DATE COMPLETED 10 13 mm R 44 - - - - - - - 6 mm R REVISIONS BY �--�-�.-� � �' RESIDENT ENGINEER z 32 mm V holes 32 mm � holes DELINEATED BY � N 0 0 � 1/7 J DETAIL G DETAIL H Q 00 V _J _J aCL LL. LL1 LL1 X W � CONSTRUCTION DETAILS � � NO SCALE ♦ Z � o N C ALL DIMENSIONS ARE IN MILLIMETERS — 1 UNLESS OTHERWISE SHOWN a c9 o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME => sandrien Cil 08225 EA 478501 DGN FILE => 847850_0013_g12 ,dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S B d RI V 10,15,18,30,38, V cl r 1 3 A 48 11 � 60,66,71 ,83,142 EXISTING UTILITY FACILITIES ARE NOT SHOWN 11 08- 15- 02 ON PLANSO SEE CONTRACT SPECIAL PROVISIONS . FZ�FESSIo EGIS RED CIVIL E I EER woe N4<' x J ° R ° HOPPER z 7- 8- 02 No.-C-29277 PANS APPROVAL DATE 0Xp'3-31 -03 W 1 The State of California or its officers or agents shall not be responsible for the accuracys� L P ti m U) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov > Lu o REMOVE AC DIKE w Q PLACE AC DIKE PLACE AC DIKE TYPE C PLACE AC DIKE TYPE F PLACE AC DIKE TYPE C PLACE AC DIKE 0 TYPE C 2 ° 0 TYPE C a 13 ° 0 ( SRT350 ) ( T ) ° 0 ° 0 13 ° 0 ( SRT350 ) _ ( T ) 7 ° 0 ( ET 2000 ) SALVAGE EXISTING MBGR ( T ) SALVAGE EXISTING MBGR ( T ) 7 ° 0 ( ET 2000 ) z o ( DEPARTURE ) ( APPROACH ) x TERMINAL SYSTEM z TERMINAL SYSTEM ( DEPARTURE ) 1 ° 905 ( APPROACH ) AC DIKE AC DIKE TYP ° --------------- ------ --------- ------ ------------ ----- -=__= ----- -- -- ---------- ------------- ------------- ------ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- --- ------------------ o = = = m m w C) ------------------------------------------------ ---------------------------------- ----------------------------------------------------------- ---------------------------------- aw o __j W DCD � ETW ETW J cn w aw = (�o uEDGE OF PAVED SHOULDER OR OFFSET LINE OF TRAVELED WAY RECONSTRUCT MBGR oc � w W x a DETAIL 17 Z a w O U W O ir REMOVE AC DIKE 7 PLACE AC DIKE TYPE F PLACE AC DIKE TYPE C PLACE AC DIKE 2 ° 0 TYPE C � ( T ) 2 ° 0 13 ° 0 ( SRT350 ) Z SALVAGE EXISTING MBGR ( T ) 7 ° 0 ( ET 2000 ) zo W REMOVE MBGR ( D ) ( APPROACH ) MBGR ( APPROACH ) Q a TERMINAL SYSTEM WALL , ABUTMENT , BRIDGE RAIL OR 0 0 APPROACH )( AC DIKE x TERMINAL SYSTEM ( DEPARTURE ) z J 1 ° 905 W TYP ° o : : : : : : HH: : H : --------- -- W --- - - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -------------- --------------- ---------------- � 0 z ------------------------------------------------------------------------------------ --------------------------------------------- -------------------------------------------------------------------------------- --------------------------------------------- Lu ETWning ETW Lu W EDGE OF PAVED SHOULDER OR o O OFFSET LINE OF TRAVELED WAY RECONSTRUCT RECONSTRUCT MBGR O N MBGR z a oc 0 L o0 ww AS a00 BU LT DETAIL 18 CONSTRUCTION DETAILS JJ LL. NO CORRECTIONS ON THIS SHEET x o LL] LL] Lu DATE COMPLETED 03-24-04 0 NO SCALE z (� RESIDENT ENGINEER a o `r' 1 � ADDED PER ADDENDUM NO . 1 DATED AUGUST 23, 2002 Lu' C ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Qao 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => sandy en CU 08225 EA 4 78501 DGN FIDE _> 847850_0013A_g13Aodgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S B d , R i v 10,15,18,30,38, V a r 14 48 ® 60 66 71 83 142 �� 05- 01 - 02 EXISTING UTILITY FACILITIES ARE NOT SHOWN FZ0FESSIO EGIS RED CIVIU E I EER woe Nq� X ON PLANS . SEE CONTRACT SPECIAL PROVISIONS . �T J . R . HOPPER z 7-08- 02 No. C-29277 PANS APPROVAL DATE 0 3-31 -03 The State of California or its of or 4( Xp' W agents shall not be responsible for the accuracy L P ti m U) or completeness of electronic copies of this plan qTF OF CAL IF0 > sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov > Lu Q � o w a 0 a z w 0 Xo z PLACE AC DIKE TYPE F AC DIKE TYPE C AC DIKE TYPE C _ 13 . 0 FOR ( SRT 350 ) 3 . 81 7 . 0 FOR ( ET 2000 ) Min 200 om m ( T ) >>>>>>>>>>> . --- ---------------- --------------- ------------ --------------- ----------------- ----------------------------------------=---------------- ------------------ --------------- DC D � ------------------------------------------ ------------------------------------------------- -------------------------- -------------------------------------------- --------- U U EEO J U) W aw = Up U END TREATMENT oc � w W X Z a PLACE SINGLE OVERSIDE DRAIN UPHILL Z M w FROM END TREATMENT AT ONE OF THE LOCATIONS SHOWN O = NOTES : w SEE CONSTRUCTION DETAILS SHEET C- 10 0 • oc � �- FOR LONG SPAN NESTED GUARD RAIL 7 OVERSIDE DRAIN APPROXIMATE LOCATION z z o W a a X o Q oc J F- W C:) W W 0 Q Z LLI C3 0 O AS BU I LT N U oc"j Q W I .. 0 Lnlq- NO CORRECTIONS ON THIS SHEET z 0 - oc C> DATE COMPLETED 03-24-04 J RESIDENT ENGINEER _ Q 00 a_ CL LL X 0 W � � DRAINAGE DETAILS z N � ao NO SCALED _ 1 > 00 LLJ ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 8478500014 101 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S B d , R i v 10;15;18;30;38; v a r 16 48 ® 60)66)71 )83;1421 05- 01 - 02 ® QR0FESSION EGIS RED CIVIL E I EER �a q<' x JeR . HOPPER z 7- 08- 02 3 No. C-29277 PLANS APPROVAL DATE 0 3-31 -03 The State of California or its of or 4C Xp' W agents shall not be responsible for the accuracys� L P ti m U) or completeness of electronic copies of this plan qTFaF CAL IF0 > sheeto � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov -- w > Lu Q � o w LQ UTILITY 0 SAN BERNARDINO COUNTY , ROUTE 10 a � _ n UTILITY TYPE z w , 0 _ = CALTRANS OTHER AGENCIES x z n LOCATION z o z Q J 0 U � Z Q W LLJU Z W Cn� � o � � z O QW � LLJCOMMENTS( wQ 0 w00 w w �- w w J � Z w —i C/') m � � c� � (� � � _ = J w Q Q Q w o m >- � Q w w0 Q U w c� U c.n w m w � cn � � � m �r' o� QQ NOo DIR KP o � ` CD CD CD CD __j w SCD � 3 10 E 1003 AT POSTSIGN FOR ARCHIBALD AVE ( APPROACH ) X X a w = 5 10 E 10 . 8 8 AT CUCAMONGA WASH X U0 U X 12 10 W 1707 ETIWANDA WASH X X X X SEE SHEET U- 6 16 10 W 1603 DAY CANYON CHANNEL ( APPROACH ) X X 18 10 W 15 . 9 UNDER J CT RTE 15 X X w W x Z a Z a w O U W O OC 7 z Z o W a a x o Q oc J F— W C:) W W 0 Q Z C3 0 0 N U W , ` Q o0. 0 LC) 0 L o0 ww U00 a_ CL x O LL] LL] AS UILT W UTILITY PLAN Q NO CORRECTIONS ON THIS SHEET z (� cn DATE COMPLETED 03-24-04 0 U - 1 W � RESIDENT ENGINEER Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_001 6_k01 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 S B d RI V 10,15,18,30,38, V cl r 17 48 9 60166,71 ,83042 05- 01 - 02 ® QR"o SS 10 EGIS RED CIVIL E I EER �a q<' x JeR . HOPPER z 7- 8-02 1No. C-29277 PLANS APPROVAL DATE 0 3-31 -03 The State of California or its of or 4( Xp' W agents shall not be responsible for the accuracy L P ti m C/) or completeness of electronic copies of this plan qTF OF CAL IFo�� > sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov Cn -- w > w Q UTILITY LOCATIONS W 0 SAN BERNARDINO COUNTY , ROUTE 15 a _ n UTILITY TYPE z w , O _ = CALTRANS OTHER AGENCIES x z LOCATION z w z � o Q J O C/ Q W o LLJ Cn Q w W O z � _U Q � Cn _ O z z O 3: CD J ao U w CD CD LLJ LLJ J __j � z i Q O i w _j U) m Q w � m U W � � � � Z = = J W Q Q Cn w m J w � � � m � � z � w c� U COMMENTS ~ 0 o I K P w o ,--, Q w Q Q c� c� c� c� QW o N D R U V) __j � � C/-) C:) � U � � __j Z: W Uc� U 1 15 N 101 AT POST SIGN , OFF-RAMP TO JURUPA AVE ( APP ) X X J Cn w u o U 2 15 N 201 AT OVERHEAD SIGN FOR RTE 10 INTERCHANGE ( APP ) X X 6 15 N 303 AIRPORT DR BR ( APPROACH ) X X SEE U- 8 8 15 N 304 VINA VISTA OH BR ( APP ) X X SEE U- 8 oc 18 15 N 606 ROCHESTER OH X X W W x za 22 15 N 800 AT POSTSIGN OFF-RAMP TO FOOTHILL BLVD ( APPROACH ) X X z a 25 15 N 906 AT MEDIAN ETIWANDA AVE-MILLER AVE UC ( APPROACH ) X w 0 = 42 15 S 804 JCT RTE 66 FOOTHILL BLVD UC ( APPROACH ) X x 50 15 S 504 AT OVERHEAD SIGN OFF-RAMP TO 4TH STREET ( APP ) X O X oc cc °- 0 51 15 S 408 AT OVERHEAD SIGN , 4TH STREET UC X X 53 15 S OVERHEAD SIGN OFF-RAMP TO RTE 10 E ( APP ) X X 404 � 55 15 S 401 ONTARIO MILL PKWY UC X X H 62 15 S 202 POST SIGN FOR OFF-RAMP TO JURUPA AVE X X z Z 64 15 S 004 OVERHEAD SIGN TO ROUTE 60 X X C> W 66 15 S 0 . 0 PHILADEPHIA UC X SEE U- 7 a � > a 67 15 S 0 . 0 PHILADEPHIA UC X X SEE U- 7 X (n O a oc J F— W C:) W W 0 LLI Q Z C3 0 o N U Q W z 0 0 — oc L o0 LL] U 00 AS BU I LT � � x O UTILITY PLAN Q Lu Na CORRECTIONS ON THIS SHEET o a � DATE COMPLETED 03-24-04 z ao RESIDENT ENGINEER U - 2 W ao Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN F I LE _> 847850_0017 k02 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd RI V 60�15�18�30�3 2 Vclr 19 48 ® , 05- 01 - 02 ® QR"o SS 10 EGIS RED CIVIL E I EER �a q<' x JeR . HOPPER z 7- 8- 02 w No. C-29277 PLANS APPROVAL DATE 0 3-31 -03 The State of California or its of or 4( Xp' W agents shall not be responsible for the accuracy L P ti m C/) or completeness of electronic copies of this plan qTF OF CAL IFo�� sheet. � W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov Cn > UTILITY LOCATIONS Lu Q � o W SAN BERNARDINO COUNTY , ROUTE 66 AND 142 a 0 a = w n UTILITY TYPE z n , 0 = CALTRANS OTHER AGENCIES x � o z LOCATION z w z J Hn Q 0 O Cn Q 1JJ _ U Z U Z W > p Cn Q W O Z W Cn tz = =DU C 7 U 0- Q W W Q a_ __j W Of of O Z O S __j m U W __j W W� CD Z z I Q 01 W -i Cn m F-- C-) U wZ = _ � w Q Q Q w °0 m w w = C- w w ,--, 1 c.__.) w CD c- Cn COMMENTS �o � Q:�: cD � � m o KP Q z � Qw o NOo DIR w o 1--- ,--, w ,--, � � Q Q CD CD CD CD J z W U Cn � � � Li Cn C:) ::E U UcD U 1 66 E 0 . 0 SW CONNER OF INTERSECTION WITH MONTE VISTA ( APP ) X X J Cn w U o U 2 66 E 0 . 3 SAN ANTONIO OVER FLOW BR 54- 39 ( APP ) X X 5 66 E 702 EAST UPLAND UP ( APPROACH ) X X 8 66 W 705 EAST UPLAND UP INTERSECTION WITH BAKER AVE ( APP ) X X X X 11 66 W 003 SAN ANTONIO OVER FLOW BR 54- 39 ( APPROACH ) X X X X w W x Z a 12 66 W 0 . 0 NW CORNER OF INTERSECTION WITH MONTE VISTA ( APP ) X X z a 142 E 307 AT SHARP TURN AND CURVE ( APPROACH ) X X X SEE U- 9 4 X O = 5 142 E 307 AT SHARP TURN AND CURVE ( DEPARTURE ) X X X X SEE U- 9 w 0 oc � 7 z Z o W a a X o Q oc J F— W C:) W W 0 LLI Q Z C3 0 o N U W `. Q o0 0 LC) � o L o0 ww U00 a_ CL x O ASBU I LT W UTILITY PLAN � - a NO CORRECTIONS ON THIS SHEET Q N � o ul DATE COMPLETED 03-24-04 1 4 � °° RESIDENT ENGINEER U - W 1 Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_001 0_k04 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 9 R iv 10,15318,30,38, Var 25 48 ® 6016617118311421 05- 01 - 02 ® ' o SS IO REGISTERED UIVIL ENGINEER woe� Nq<'MOE x BHUYIAN 7- 08-02z PANS APPROVAL DATE No, C-58811 oXp,6-30-03 The State of California or its officers or 4( W agents shall not be responsible for the accuracy L P ti m or completeness of electronic copies of this plan qTF OF CAL 1F0 sheet. E)� W Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov > LEGEND w Q 40 w 7 CONSTRUCTION AREA o A B �� A B X CONSTRUCTION AREA SIGN No . � 1 0 X CONSTRUCTION AREA LOCATION No . >M Rancho 4zz c mon � Cu a ga q z x :D ROUTE 30 B O m v B -d > v� A u� ROUTE 6 SAN BERNARDINO COUNTY o °° >- B m W w ~C) o O 6 A RA a z w z D CD � UT U1---q U Q ` 10 B _j U) STATIONARY MOUNTED CONSTRUCTION AREA SIGNS UD U OM SIGN NUMBER PANEL SIZE No . OF POST No . OF SIGNS Pomona O J SIGN CODE AND SIZE SIGN MESSAGE ( mm ) ( mm ) ( EA ) B ai ROUT A 1200 1200 - 1 8 Z E 6 A C1 8 X 1 1 50 X 1 50 ROAD CONSTRUCTION AHEAD oc 0 w QA w _ B x z B C13 1200 X 450 2 - 100 X 100 18 END CONSTRUCTION > B 0 A w == TOTAL 36 A °O � B U W w �`L 1-- 9 � D o 0 W 0 Q B A t�, RIVERSIDE COUNTY � p O w B A g 0 REMOVE EXISTING MARKER OBJECT MARKER TYPE L- 1 PLACE OBJECT MARKER TYPE P OR L- 1 Z EDGE OF PAVED SHOULDER OR 0 � OFFSET LINE OF TRAVELED WAY Q Z Corona o � 0 x 10 z � Q � � W � ROUTE 91 NEW TERMINAL SYSTEM D � 0 C> Z EDGE OF TRAVELED WAY W — G =E LL ti oc � � 11 B AL - 1TYPICAL TYPE P AND MARKERS LOCATION 00a N U IF D IS LESS THAN 2044 M9 USE TYPE Po o N Q o0 IF D IS GREATER THAN 2044 M BUT LESS THAN 3o66M9 USE TYPE L- 10AS BU I LT 0 C> NOTES IF D IS GREATER THAN 3066 M9 NO MARKER IS REQUIRED . L.L. NO CORRECTIONS ON THIS SHEET 00 ww Q DATE COMPLETED 03-24-04 00 v 10 LOCATIONS OF CONSTRUCTION SIGNS SHOWN ARE APPROXIMATE . JJ LL. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER . RESIDENT ENGINEER a_ x C> LL] LL] LU 2 . REFER TO STANDARD PLANS T10 9 T1 1 9 AND T13 FOR TRAFFIC CONSTRUCTION AREA SIGN a N CONTROL REQUIREMENTS DURING CONSTRUCTION . o NO SCALE 00 C S - 1 W� �I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Q 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08380 EA 4 78501 DGN FILE _> 847850_0025_m01 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd , R I V 10,66,78,30,38, Var 28 48 ® , 42 AS 05- 01 - 02 BU I LT ® - I'�'�'��........... effic E G I S RED CIVIL E I EER woe Nq<' x DATE COMPLETED 03-24-04 REVISIONS BY JeR . HOPPER z 7- 8—02 w No.-C-29277 RESIDENT ENGINEER PLANS APPROVAL DATE 03-31 —03 The State of California or its officers or xP. W DELINEATED B Y agents shall not be responsible for the accuracy S C I V I L P 1 m � I or completeness of electronic copies of this plan qTF OF CAL IFo�� W SAN BERNARDINO COUNTY , ROUTE 1 %5 sheet. Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov Cn W METAL BEAM GUARD RAILING , END TREATMENT AND ASPHALT CONCRETE DIKE "C:t Lu QCj 0 SALVAGE CD TERMINAL o MBGR U CONSTRUCTION O w o U z �I MBGR SYSTEM o z J � ( WOOD POST ) w U DETAILS CJ o LOCATION m z = Q m Cn > W PLACE Q -1 z w J Lu o z Jww 0 Co � >o o AC DIKE ~ COMMENTS Q � w �--� w w Q Q z � J w � Q ,� o 0 > Q `�' C z � >- w m 0 = Qo o � o w (, Q SHEET DETAIL �J J w o C w Q w 0 � °- co v) : QE w w Q w Q Z � W w O � `� No . No . \�Q = Q o �- Q o TYPE C TYPE F Q WWW z 0 NO . DIR KP DESCRIPTION Q ( M ) ( M ) ( M ) ( EA ) ( EA ) ( EA ) ( EA ) ( M ) ( M ) ( M ) ( M ) ( M ) ( M ) ( M ) ( TONNE ) W x 0 z 1 15 N 101 AT POST SIGN , OFF-RAMP TO JURUPA AVE ( APP ) X 4000 24 . 4^ +_E�_. f 1009 39A 0 2 15 N 201 AT OVERHEAD SIGN FOR RTE 10 INTERCHANGE ( APP ) X 1 1 11043 C- 9 15 NEW 3 15 N 209 OVERHEAD SIGN AT OFF-RAMP TO RTE 10 INTERCHANGE ( APP ) X 15024 1 C- 5 7 p °0 m 4 15 N 302 AT OVERHEAD SIGN FOR RTE 10 INTERCHANGE ( APP ) X 1 1 11043 C- 8 14 NEW w �o az 5 15 N 3 . 2 2 BETWEEN 1 - 15 SB AND INTERCHANGE CONNECTOR TO RTE 10 X 15,24 1 / 30 . 48 = C- 8 1 4 NEW �o49.5 (80. U U Jcn w 6 15 N 3 . 3 AIRPORT DR BR ( APP ) X 222 . 30,48 68 . 58 C- 3 4 / aw = Uo U 7 15 N 3 . 4 V INA VISTA OH BR ( APP ) X o 30.48 68 . 58 C- 3 4 / 8 15 N 304 VINA VISTA OH BR ( APP ) X 11043 1 C- 1 1 9 15 N 3 . 7 JCT RTES 15/10 SEP ( APP ) X 1 1 0 43 1 24 . 43 24 . 43 0 . 51 C- 1 1 W M w W 10 15 N 400 ONTARIO MILL PKWY UC ( APP ) X 25 68058 C- 2 3 / x Z a 11 15 N 400 ON-RAMP FROM RTE 10 WB TO ONTARIO MILL PKWY UC ( APP ) X 2705 1 15024 4000 24043 15057 1009 C- 6 10 M Z w O 12 15 N 408 AT MEDIAN ACROSS OFF-RAMP TO 4TH ST UC ( APP ) X 2705 68058 C- 2 3 / v = - 89 98000 22024 75076 3029 - w 13 15 N 408 AT POST SIGN OFF RAMP TO 4TH ST ( APP ) X 1 7602 C 6 10 o0c 14 15 N 6 0 1 AT MEDIAN , 7TH ST UC ( APP ) X 25 68 . 58 C- 2 3 7 15 15 N 601 7TH ST UC ( APPROACH ) X 16 1 7062 30000 22038 7062 0075 C- 6 10 16 15 N 604 MWD PIPELINE UC X 19 68058 C- 2 3 / 17 15 N 604 MWD PIPELINE UC X 16 1 7062 30000 22038 7062 0075 C- 6 10 18 15 N 6 . 6 ROCHESTER OH X 19 68 . 58 C- 2 3 / z Z W 19 15 N 606 ROCHESTER OH X 16 1 7062 30000 22038 7062 0075 C- 6 10 a 20 15 N 702 DAY CANYON CHANNEL BR ( APPROACH ) X 32000 2404 7062 0 . 80 C- 1 1 5 CU M DIRT a x c(n O 21 15 N 7 . 5 ARROW RTE UC ( APPROACH ) X 19 68 . 58 C- 2 3 / a oc J 22 15 N 800 AT POST SIGN OFF-RAMP TO FOOTHILL BLVD ( APPROACH ) X 1 19005 7062 47002 24043 44508 17013 C- 5 7 ( D ) W C:) 23 15 N 805 JCT RTE 66 FOOTHILL BLVD ( APPROACH ) X 19 68058 C- 2 3 / z W 11 043 - w 24 15 N 805 AT ON-RAMP FROM FOOTHILL BLVD ( APPROACH ) X 1 3200 2404 7062 0 . 79 C 1 1 = 0 1= 25 15 N 906 ETIWANDA AVE - MILLER AVE UC ( APPROACH ) X 1 1 - 26b7 1 C- 1 1 / Q Z Lu 26 15 N 1008 BASE LINE - EAST AVE UC ( APPROACH ) X 11043 1 C- 1 1 5 CU M DIRT O 0 27 15 N 1 1 0 4 AT MEDIAN , ETIWANDA OH ( APPROACH ) X o 1 19 . 05 C- 1 1 / 0 � ON 0 28 15 N 1104 ON-RAMP FROM BASE LINE , ETIWANDA OH ( APPROACH ) X 11043 1 24043 24043 0051 C- 1 1 L z , „ 0 29 15 N 12 . 0 VICTORIA ST UC ( APPROACH ) X 1 1 0 4 3 1 C- 1 1 LL_ C:) LL] LL] U00 x o SHEET TOTAL 16707 31800 13 5 3 19005 811 . 5 851 . 1 26003 59008 2705 � � /2 a W Q a (V H � O N SUMMARY OFQUANTITIESW °° REVISED PER ADDENDUM NO . 1 DATED AUGUST 23, 2002 � � 0 _ 2 __j Q � 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0028_002 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd , R I V 10,66,78,30,38, Var 29 48 ® , 42 AS BU I LT 05- 01 - 0�a2 e t ® RoESSIO DATE COMPLETED 03-24-04 ER N4<' X REVISIONS BY J e R e HOPPER z 7- 8-02M ud No. C-29277 RESIDENT ENGINEER PLANS APPROVAL DATE o 3-31 -03 DELINEATED BY The State of California or its of or Xp' agents shall not be responsible for the accuracy s� L P 1 m � or completeness of electronic copies of this plan qTF OF CAL IF0 SAN BERNARDINO COUNTY , ROUTE 15sheeto Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov Cn w METAL BEAM GUARD RAILING , END TREATMENT AND ASPHALT CONCRETE DIKE > Lu Q o45C SALVAGE CD TERMINAL o MBGR U CONSTRUCTION C:) = M GR CD SYSTEM U- ' I— w o O► Q B � Z o z __j U- � ( WOOD POST ) U DETAILS W o LOCATION w m ,� Q m c.n ; � � w > � PLACE a Z � z w J � � z J w w 0 cn CD 0 0 AC DIKE COMMENTS V � w �--� W W Q Q � � Z m � J W Q a a o > a "' z_ n >- w °0 0 � o w U a SHEET DETAIL J w p o- w Q w : of o- °- MM cr' �NQ~ w w Q w Q J y w w co O of �� No . No . w = Q w �- w Q w TYPE C TYPE F U' Z z w NO . DIR KP DESCRIPTION 0 ~ Q _ M ) ( M ) ( M ) EA ) ( EA ) ( ( M ) ( M ) ( M ) ( M ) ( M ) M ( TONNE ) Xo z n 30 15 N 1202 EAST ETIWANDA CREEK BR ( APPROACH ) X i i o b7 1 C- 1 1 _ 31 15 N 1300 HIGHLAND AVE - JCT 30 SW CONN OC ( APPROACH ) X 11043 1 C- 1 1 32 15 N 1402 CHERRY AVE UC ( APPROACH ) X 1 1 o 4 319*05 1 C- 1 1 w °0 m 33 15 N 17 . 8 CITRUS AVE OC ( APPROACH ) X 11 . 43 1 C- 1 1 �o Q`-'� 34 15N 2006 AT MEDIAN9 SIERRA AVE UC ( APPROACH ) X i 1 o .4$ 1 C- 1 1 JZ W �U �Z U U J C/) w 35 15 S 1908 BEFORE THE CALL BOX ( APPROACH ) X 15024 1 C- 5 7 aw = U o U 36 15 S 1902 APPROXIMATELY 1 MILE AFTER SIERRA AVE UC X 22086 1 1 7062 TYPE 1B LAYOUT 37 15 S 1701 APPROXIMATELY 0 . 5 MILE AFTER CITRUS AVE OC X 22086 1 1 7062 TYPE 1B LAYOUT 38 15 S 11 . 9 VICTORIA ST UC X 11 . 43 1 C- 1 1 W M W W 39 15 S 1103 ETIWANDA AVE OH X 11043 1 7062 7062 0 . 28 C- 1 1 X Z a 40 15 S 1009 BASE LINE - EAST AVE UC X 11043 1 7062 7062 7062 7062 0 . 28 C- 1 1 Z a w Q 41 15 S 907 ETIWANDA - MILLER AVE UC X 11043 1 C- 1 1 v = 42 68058 - w 15 S 804 FOOTHILL BLVD UC X 19 C 2 3 / o • 43 15 S 804 FOOTHILL BLVD UC X 11043 1 36000 2404 11060 0 . 94 C- 1 1 44 15 S 709 S OF FOOTHILL ON-RAMP X 15024 1 C- 5 7 45 15 S 703 ARROW RTE UC X 19 68058 C-2 3 / 46 15 S 702 DAY CANYON CHANNEL X 11043 11043 ( D ) 47 15 S 606 ROCHESTER OH X 19 68058 C- 2 3 / z Z C> W 48 15 S 603 MWD PIPELINE UC X 19 68058 C-2 3 / a 49 15 S 6 0 1 7TH ST UC X 19 68 . 58 C-2 3 / a x Q 50 15 S 504 AT OVERHEAD SIGN OFF-RAMP TO 4TH ST X 23000 2404 20506 8018 a oc J 51 15 S 4 . 8 4TH ST UC X 25 68 . 58 C- 2 3 W / C> > 52 15 S 408 4TH ST UC X 40000 2404 15060 1009 � W Lu0 53 15 S 404 OVERHEAD SIGN OFF-RAMP TO RTE 10 E X 15024 1 1 11043 34000 22024 11076 0 . 90 TYPE 8A LAYOUT oc 54 15 S 402 AT POST SIGN OFF-RAMP TO RTE 10 W X 15024 1 1 11043 TYPE 8A LAYOUT Q Z Lu 55 15 S 4 0 1 ONTARIO MILL PKWY UC X 19 1 7 . 62 C- 6 10 o o N 56 15 S 4 0 1 ONTARIO MILL PKWY UC X 25 68 . 58 C- 2 3 W O .. N 57 15 S 4 0 1 AT LEFT SIDE OF OFF-RAMP TO I - 10 WB X o 1 1 26 0 67 C- 9 1 6 NEW L 0 z , „ 0 L o0 LL] U00 a_ CL X oTOTAL THIS SHEET 25901 164 13 5 5 1901 571 . 5 35502 9504 25908 11 . 7 LL' LL' W 7 a o Q a (V H O N SUMMARY OF QUANTITIES 1 REVISED PER ADDENDUM NO . 1 DATED AUGUST 23, 2002 � N � 0 3Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0020_003 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd R i v 10315318330 38 Var 37 48 ® 60 66 71 83 AS UILT 11 05- 01 - 02 ® R�FESSI� DATE COMPLETED 03-24-04 EGIS RED CIVIL E I EER woe Nq<' x REVISIONS BY J e R e HOPPER 7- 8- 02z RES I DENT ENG I NEER No, C-29277 PLANS APPROVAL DATE DELINEATED BY Xp.3-31 -03 w /� The State of California or its officers or � agents shall not be responsible for the accuracy L P ti m C/) or completeness of electronic copies of this plan qTF OF CAL IF0 > sheet. SAN BERNARDINO COUNTY , ROUTE 66 Cf) Cal trans now has a web site! To get to the web site, go to. httpo//wwwodotocaogov 1_ METAL BEAM GUARD RAILING , END TREATMENT AND ASPHALT CONCRETE DIKE > Lu Q 0 SALVAGE z TERMINAL o MBGR U CONSTRUCTION M GR J SYSTEM �' ~ ( WOODw o Q B ,� ,� O z J ,� w � POST ) w � (� DETAILS o LOCATION w > Q m cn > � � w > PLACE Q z w � � w Q Q w w 0 z m � 0 AC D I KE J w COMMENTS Q Q a o o o w z C � w m 0 o o o w (, Q SHEET DETAIL � z z Of o w w � Q = U z z = J w a 0_ w Q Cl- w CO cn w w Q Cl- w Q (/�) /1 w 0— w L� w `� /y � //1 N 0 o N V o z = O Q Q � LL Q o TYPE C TYPE F Q) NO . DIR KP DESCRIPTION _ M ) ( M ) ( M ) EA ) ( EA ) ( ( M ) ( M ) ( M ) ( M ) ( M ) M ( TONNE ) x z 1 66 E 0 . 1 SW CONNER OF INTERSECTION WITH MONTE VISTA ( APPROACH ) X o 22.86 1 22086 C- 1 1 _ 2 66 E 0 . 3 SAN ANTONIO OVER FLOW BR 54- 39 X 11 . 43 ( 1 C- 1 1 3 66 E 0 . 4 SAN ANTONIO CHANNEL BR 54- 13 X 7062 34029 (NOT ONE) C- 8 13 p °0 m 4 66 E 0 . 4 SAN ANTONIO WASH BR 54- 39 X 11043 1 C- 1 1 �o QIP 5 66 E 702 EAST UPLAND UP AND BEFORE BAKER AVE ( APPROACH ) X 19005 1 7062 C- 1 1 Jz W Jcn w 6 66 E 8 . 0 CUCAMONGA WASH ( APPROACH ) X 19 o 11*43 1 7 . 62 C- 1 1 aw = Up U 7 66 W 1506 AT CONNER OF OFF-RAMP TO RTE 15 ( APPROACH ) X 11o 1 T.62 C- 5 7 oc � w W 8 66 W 705 EAST UPLAND UP AND BAKER AVE ( APPROACH ) X 19005 1 7062 C- 1 1 x Z a 9 66 W 0 . 4 SAN ANTONIO WASH BR 54- 39 X 19 . 05 1 7062 C- 1 1 M Z w O 10 66 W 0 . 4 SAN ANTONIO CHANNEL BR 54- 13 ( LEFT ALONE) X 3 . 81 (K/A$ IVOT PEf,')C'0Ryj--D 41 . 91 CHAN67"E NOT NEEDED C- 8 13 _ - X 22086 11043 - w 11 66 W 003 SAN ANTONIO OVER FLOW BR 54 39 1 C 1 1 O NW CONNER OF INTERSECTION WITH MONTE VISTA ( APPROACH ) � 12 66 W Oo0 X 19005 1 7062 � C- 1 1 7 z Z o W a a X o Q oc J F- W C:) W W 0 Q Z Ld C3 0 o N U � Q W 0N 0 LC)0 - L o0 LL] U00 x O TOTAL ROUTE 66 198 . 2 - _ 10 _ _ - _ _ 148 . 6 � � W Q a (V H O N I > 00 w SUMMARY OFQUANTITIESQ � __j 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN FILE _> 847850_0037_01 1 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd , R I V 10,15,18, 0,38, Var 43 48 ® 3 , 42 05- 01 - 02 ® QR"o SS 10 EGIS RED CIVIL E I EER �a q<' AS J . R . HOPPER x BU I LT z 7- 8-02 w No.-C-29277 m NO CORRECTIONS ON THIS SHEET PLANS APPROVAL DATE 0 DATE COMPLETED 03-24-04 The State of California or its officers or 4( xp.3-3 -03 � w QUANTI TY SUMMARY agents shall not be responsible for the accuracy L P ti m RES I DENT ENG I NEER or completeness of electronic copies of this plan qTF of CAL IF0 SAN BERNARDINO COUNTY sheet. o w Cf) ( MISCELLANEOUS ) Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov -- w > w Q a j U w ' � z J J z z CONSTRUCTION w � � o z a z J � a ~ LOCATION z w Q � w U n o J z o � DETAILS z __j u o a o > m0:� a = LL- COMMENTS --� O � w o Q O z u D a � w w w � = W >_ ,� cn z �-- z u z Lu cn � cn SHEET DETAIL w z cin Q = 0 0 = Cn N O o w U NOo aa �- = w NO . ROUTE KP DESCRIPTION z o ( M ) ( M3 ) ( EA ) ( EA ) ( EA ) ( EA ) x 0 6 15 N 303 AIRPORT DR BR APPROACH X 2404 1 1 C- 3 4 TYPE B ( STD PLAN ) TERMINAL SECTION 1 z � = o 7 15 N 304 VINA VISTA OH BR ( APPROACH ) X 1803 1 1 C- 3 4 TYPE B ( STD PLAN ) TERMINAL SECTION 1 10 15 N 400 ONTARIO MILL PKWY UC ( APPROACH ) X 1803 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 m 11 15 N 400 ON-RAMP FROM RTE 10 WB TO ONTARIO MILL PKWY UC X 0 . 76 C- 6 10 o m o 0 12 15 N 408 ACROSS OFF-RAMP TO 4TH ST UC X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 az w =)0U 13 15 N 408 AT POST SIGN OFF-RAMP TO 4TH ST X 0 . 76 C- 6 10 J cn w <o 14 15 N 601 AT MEDIAN , 7TH ST UC ( APPROACH ) X 1803 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 15 15 N 6 0 1 7TH ST UC ( APPROACH ) X 0 . 76 C- 6 10 16 15 N 604 AT MEDIAN , MWD PIPELINE UC ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 17 15 N 604 MWD PIPELINE UC ( APPROACH ) X 0 . 76 C- 6 10 w W Z 18 15 N x a 606 AT MEDIAN , ROCHESTER OH ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 � Z a 19 15 N 606 ROCHESTER OH ( APPROACH ) X 0 . 76 C- 6 10 w O = 21 15 N 705 ARROW RTE UC ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 U 23 15 N 805 JCT RTE 66 FOOTHILL BLVD ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 0 oc � 42 15 S 2404 1 1 C- 2 3 TYPE B ( STD PLAN TERMINAL SECTION804 FOOTHILL BLVD UC ( APPROACH ) X Oo76 ) 1 45 15 S 703 ARROW RTE UC ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 47 15 S 606 ROCHESTER OH ( APPROACH ) X 1803 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 z Z 48 15 S 603 MWD PIPELINE UC ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 C> W Q 49 15 S 601 7TH ST UC ( APPROACH ) X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 o a 51 15 S 408 AT POST SIGN , 4TH ST UC ( APPROACH ) X 2404 0076 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 X (n O z 55 15 S 401 ONTARIO MILL PKWY UC X 0 . 76 C- 6 10 � J ~ W 56 15 S 401 ONTARIO MILL PKWY UC X 2404 0 . 76 1 1 C- 2 3 TYPE B ( STD PLAN ) TERMINAL SECTION 1 L.L. > � W W 0 =E 42 18 S 7304 INTERSECTION WITH TALBOT DR . ( APPROACH ) X 1 A77B TYPE B ( STD PLAN ) TERMINAL SECTION oc Q Z 4 30 W 702 CUCAMONGA CHANNEL ( APPROACH ) X 1 A77B A TYPE C ( STD PLAN ) TERMINAL SECTION Lu 0 o 4 66 W 702 BEFORE INTERSECTION WITH SAN BERNARDINO RD ( APPROACH ) X 1 A81A U11 ARRAY , ( STD PLAN ) CRASH CUSHION N 0 W W 2 142 E 0 . 3 CARBON CANYON BR ( DEPARTURE ) X 1 A77B A TYPE C ( STD PLAN ) TERMINAL SECTION o Q o0 0 LC) z , „ 0 L o0 LL] U00 TOTAL THIS SHEET 36600 1502 1 19 16 16 x o � � W Q a (V SUMMARY OF QUANTITIES REVISED PER ADDENDUM NO . 1 DATED AUGUST 23 , 2002 W00 � - 17 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I USERNAME => 84785 en CU 08225 EA 4 78501 DGN F I LE _> 847850_0043_01 7 odgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO . SHEETS 08 S B d 9 R i v 10,15,18,30,38, v a r 44 48 • 75 mm Min gg 60 66 71 83 142 75 mm Min 38 mm Maxc38 mm Max etris "Z�. ES SIO REGISTERS CIVIL ENGINEER o e R�F Nq<1 Min 75 x 300 mm / o • rn � G.W. Edwards z retroreflective // October 26 2000 w No. / PANS APPROVAL DATE � C36386 sheeting o 0 0 88x300 mm 6-3L The State of California or its of or � EXP-6-30-04 CIVIL � agents shall not be responsible for the accuracy JT P Min 75 x 300 mm o or completeness of electronic copies of this plan 9TE OF CAL o retroreflective sheeting O sheet. 306 m Max N To accompony pl ons doted 7-08- 02 56 mm Min Edge of Paved 56 mm Min traveled way shoulder Surface mount o c Ooh to 1.8 m I I o Ln •— I I ° Soil embedded --f" I I I CD DELINEATOR POSITIONING CLASS I CLASS 2 � FLEXIBLE POST METAL POST DELINEATORS See Note 4 RETROREFLECTIVE SHEETING rn CHANNELIZERS DELINEATORS TYPE FRONT BACK K C E White White (See Note 1) F White None (� White stripes G Yellow None rn Orange stripesI Yellow Yellow (See Note 1) 450 White stripes White stripes J Red None 200 to 300 mm Orange stripes o Rails 0 45 Orange stripes 450 R s o �_ 200 to 300 mm o 200 to 300 mm OCA T200 to 300 mm CAT Rail o E Rails Rail 200 to 300 mm `�' � Ooh m Min NOTES 200 to 300 mm 1.2 m Min Ooh m Min 0 011f Io The retroreflective sheeting used on the back of delineator shall be a minimum size of 75 mm x 75 mm. TYPE I I I BARRICADE TYPE I I BARRICADE TYPE I BARRICADE 20 The type of delineator to be installed will be designated on r Ions. See Note A the p BARRICADES (See Note 3) 3. All barricade stripes shall be retroreflective. Z 4. See Standard Plan A73B for Metal Post Details. Only face of rails shown. Barricade construction materials and supports as specified in the specifications. BARRICADE TYPE I TYPE II TYPE III ft*4 Width of Rail 200 mm Min-300 mm Max 200 mm Min-300 mm Max 200 mm Min-300 mm Max * 6)0 Length of Rail Ooh m Min Ooh m Min 1.2 m Min Width of Stripes 150 mm 150 mm 150 mm STATE OF CALIFORNIA Height 0.9 m Min 0.9 m Min 1.5 m Min DEPARTMENT OF TRANSPORTATION DELINEATORS , Number of if facing traffic in one direction Retroreflective 2 (one each directions 4 (two each directions 3 g o 0 . ° ° ° ° ° ° AND BARRICADES Rail Faces 6 if facing traffic in two direction * For the wooden option dimensions are nominal lumber dimensions. NO SCALE * For rails less than 0.9 m long, 100 mm wide stripes shall be used. ALL DIMENSIONS ARE IN NOTE A MILLIMETERS UNLESS OTHERWISE SHOWN 2 2 � • . RSP A73C DATED OCTOBER 26 , 2000 SUPERSEDES STANDARD PLAN A73C Barricades to have a minimum of Ool7 m (174,204 mm of retroreflective area facing traffic when used DATED JULY 1 91999-PAGE 25 OF THE STANDARD PLANS BOOK DATED JULY 1999 . on freeways, expressways, and other high speed highways. REVISED STANDARD PLAN RSP A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO . SHEETS 08 S B d , R i v 1011151118113033811 v a r 45 48 60,66 5 71 5 83 1 142 t ric ° QROFESS J0� REGI TERED CIVIL ENGINEER �o q� Roy A. Peterson z October 269 2000 w Noo C4771 m PLANS APPROVAL DATE � The State of California or its officers or EXP o12-31 -d3CIVIL agents shall not be responsible for the accuracy sT tiP or completeness of electronic copies of this plan 9TE OF CAL IF0 sheet. 185 mm x 135 mm x 1145 mm wood post TO occompony pions doted 7- 08- 02 Line post n Soil Plate (wood post shown) 19 mm Anchor Cable End Plate See Detail --rtr MOL ' - - - - - - - - - - - - - - Cfl 0 0 0 0 - - - - - - - - - - - - - - PLAN NOTES to Terminal Anchor Assembly (Type SFT) is typically used on the trailing end of guard railing for embankment installations except two-way A road beds less than 18 m in width. See Standard Plans A77D and A77Eo rn 20 For details of the anchor plate and 19 mm cable, see Standard C MBGR 185 185 mm x 135 mm x 1145 mm 1905 Plan A77Ho element wood post See Note 3 Flat plate washer 405 305 3. Terminal sections not to be installed on trailing end of guard 16 mm � Hex head bolt with Pavement flat plate washer on bolt head. railing constructed adjacent to one-way roadway. rn or ground Hex nut and washer on Ln . . Q line threaded endo ;_ _ _ _ _ _ �_ 1,� �, 4o For type of terminal system and guard railing layout to be used, �_ _ _ _ _ _ _ _ _ _ _ _ _ _ -1 - see Project Plans and Special Provisions. - - - - - - - O -- - - - - - - - - - - - '�u�� �0 5o A 1830 mm length steel foundation tube TS 203 x 152 x 408 without a 20 mm + l06 mm hole in - - g 9 9 - -- -' soil plate, may be furnished and installed in place of the 1375 mm wood post for 16 mm 0 Hex E 140 Anchor -OK 150o. length steel foundation tube and soil plate shown. Minimum embedment head bolt attachment L, (See Note 2) of the 1830 mm length tube shall be 1760 mm. A 16 mm 0 hex head bolt Ln Ln co 19 mm 0 Anchor and nut shall be installed in the hole in the 1830 mm length tube to C:) -___- Cable (See Note 21 keep the wood post from dropping into the tube. LnO ---- Pavement or - - - - - - - - o Ground line 6. Direction of traffic indicated by o r Ula 0� 50 mm � Std galv pipe in ti - Soil ' Z Plate 6 mm thick steel ; ; ; ; 60 mm hole in wood post plate, 460 mm x 610 mm p ' F-- ---�-----�--- 16 mm 0 x 190 mm Hex head 100 ' 'I - - - - - - J 0 bolt with hex nut and washer PL 200 mm x •C N 200 mm x 16 mm C I 'L - - - - - _ _ _ J' CC 'I '______-L D 16 mm 0 Hex head bolts 0 C I I C �\ �C - - - - - - - �L, E O , o o Attach steel soil plate o Soil Plate to steel foundation tube with 16 mm 0 x 190 mm hex ' -- --- -------4-------J head bolts with hex nuts END PLATE DETAIL (21 mm 0 holes in plate and in two sides of the tube Steel Foundation Tube to accommodate hex bolt). A (See Note 5)0 1375 mm Steel foundation tube TS 203 x 152 x 408 - - - - - - - � STATE OF CALIFORNIA (See Note 5)o A DEPARTMENT OF TRANSPORTATION SECTION A-A ELEVATION METAL BEAM GUARD RAILING TERMINAL ANCHOR END TREATMENT ASSEMBLY (TYPE -SFT). TERMINAL ANCHOR ASSEMBLY ( TYPE SFT ) NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A77G DATED OCTOBER 26 2000 SUPERSEDES STANDARD PLAN A77G DATED JULY 1 , 1999-PAGE 46 OF THE STANDARD PLANS BOOK DATED JULY 1999 . REVISED STANDARD PLAN RSP A TABLE A D I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL 185 mm x 135 mm x 1145 mm TOTAL PROJECT NO . SHEETS POST OFFSET DIMENSIONS wood post 08 SBd , R i v 10,15318,30,383 Var 46 48 915 mm System 1070 mm System 60,66)71 83 142 Post No. End Offset End Offset MBGR element 1 915 mm 1070 mm Hex nut and attic o ` �FESSI 2 565 mm 705 mm Top Of rail washer On REGI TERED CIVIL ENGINEER �o QR oN�` 3 300 mm 420 mm threaded end 4 170 mm 270 mm Pavement or _ Roy A. Peterson z 5 75 mm 150 mm ground line L, October 26 , 2000 w No. 047715 m 0 16 mm 0 Hex head bolt with plate washer PLANS APPROVAL DATE C 6 20 mm 70 mm on bolt head. Attach rail element to post. EXP 12-31 -03 7 0 m m 2 0 m m MBGR element 18 5 The state of California or its officers or � CIVIL � • Bearing Plate (See Note 8) agents shall not be responsible for the accuracy ST P 8 0 mm 0 mm • or completeness of electronic copies of this plan 9TE of CALJFo� 9 0 mm 0 mm 185 mm x 135 mm x 1145 mm �I I� 6 mm thick steel plate 460 mm x 610 mm sheet. See Note 12 To of rail wood post C � II II Top &C I To occompony plans dated 7 0 8-0 2 150 mm x 200 mm x 360 mm 150 mm x 200 mm x 360 mm Hex nut and washer i I Attach steel soil late to steel foundation tube with 16 mm x 190 mm on threaded end � p � wood block wood block E I I hex head bolts with hex nuts (21 mm 0 holes in plate and in two sides MBGR element MBGR element - j j of tube to accommodate hex bolt). 0 16 mm 0 Hex head bolt (No o Pavement or I !� Steel foundati Top of rail — Hex nut and Top of rail Hex nut ,� washer on bolt head) Attach I I on tube TS 203 x 152 x 408 1375 mm length, See Note Ito --- washer on --- and washer ground line 185 rail element to post. I I NOTES: Pavement or o threaded end Pavement or o on threaded 60 mm 0 hole I__I ground line ground line end II II 1 . For additional details of Terminal System (Type SRT), refer to the °c I II II I 6 mm thick steel plate SECTION D-D manufacturer's installation instructions. 16 mm Hex head 16 mm Hex head I 460 mm x 610 mm • MOL bolt (No washer on I bolt (No washer on I (Terminal Section 2 . The 90 mm holes 90 mm � holes E I I Attach steel soil plate not shown) post offset dimensions are given to the center of the traffic face of � bolt head). Attach I bolt head). Extend E I I to steel foundation tube the block, except at the first two posts, where the dimension Is to the block to post. Do I I bolt through post, I I _ center of the traffic face of the post. Offset points are to be loicated 200 I I 200 I I o I I as shown In section D Do not attach rail block and rail I I by chord measurements at the back of the rail equal to the nominal post I element to block I I element. I I spacings shown. Posts are to be set approximately radial to the railing at 150 mm x 200 mm x 1083 m®I I 150 mm x 200 mm x 1083 m®I I - I I Steel foundation tube g pp y g wood post I I and post. wood post I I I I TS 203 x 152 x 408 each post location. 1375 mm length, See Note Ilo 3 . Do not attach rail elements to posts 7 and 8. M SECTION A-A SECTION B-B SECTION C-C 4 . Attach strut to Post Nos. I and 2 foundation tubes with 16 mm 0 hex head Limits of guard bolts, washers and hex nuts. Bolts extend through the strut, steel ra i I i ng or barrier foundation tube, and wood posts. ra i I i n Pay Limits for Term i na I System ( Type SRT ) 5 . For the length and type of guard railing or barrier the terminal system is rn See Note 5 attached to, see the Project Plans. For minimum length of guard railing used with terminal system end treatments Attach Strut to Foundation Tube with y 9 see Standard Plans A77D and A77Eo Bolt Head on this side ( See Note 4 ) . 6 . Attach rail element to this post and block. Payment for this post, block and p y p 9 hardware is included in payment for the type of railing or barrier the Steel Strut terminal system is attached to, not part of payment for Terminal System v with yoke (Type SRT). Slot Guard Slot Guard See Note 7 Terminal 7 . The deflector angle of the slot guard is to be positioned immediatley . See Note 7 _ - N downstream of the slots. Slot Guard - - - Section See Note 7 (D See Note 10 8 . For bearing plate orientation, refer to the manufacturer's installation o 4- instructions. _ o Slot Guard N ° r o 00 See Note 8 z 9 o Terminal system (Type SRT) is a flared end treatment for guard railing or oo � y y P g g single faced barrier railing. See Type IA and IB Layouts on Standard Plan A77D and Type 8A Layout on Standard Plan A77E for typical use of this terminal system with guard railing. See Standard Plan A78E for typical use of Ln 0 Q0 r CD � Edge of paved shoulder I der or offset this terminal system with single thrie beam barrier. 'n I i ne of edge of traveled way . 10 . A complete wrap around terminal section may continued to be used in PLAN existing installations. New installations shall be constructed with the yq wrap Direction of Travel termi nal section shown. A A TB TB TB B C D 11 . A 1830 mm length steel foundation tube, TS 203 x 152 x 408, without a soil plate, may be furnished and installed in place of the 1375 mm length steel foundation tube and soil plate shown. Minimum embedment of the 1830 mm See Note 5 1270 1270 1270 1270 1270 1270 1905 1905 length tube shall be 1760 mm. A 16 mm 0 hex head bolt and nut shall be installed ft4 Ra i I Slot SIof Rall Splice Cable Anchor in the hole in 1830 mm length tube to keep the wood post from dropping Post into the tubed Wood Po � Splice Guard Guard Bracket s Rail Slot Guard Slot Guard No . 1 . r Slots ots S I ots 1 2 . Where site conditions will not accommodate use of the standard 1220 mm C. Sp I ice slots S I ots system end offset, 1070 mm or 915 mm system end offsets, as applicable, 5mm x 44mm x 75mm ma be used. See Table A for ost offset dimensions for 1070 mm and 915 mm J Plate Washer y p . system end offsets. STATE OF CALIFORNIA 0 Anchor Cable DEPARTMENT OF TRANSPORTATION Bearing Plate I I I I Ii iI Ii iI for Anchor Cable . METAL BEAMGUARD RAILING I I I I I I I I I i�JI iL.J1 See Note 80 I I See Note 6 I I Wood I I Wood I I Wood I I Wood I I Wood I I Wood I Wood I Post I I Post I I Post I I Post I I Post I I Post II I Post 11 ANDSINGLE FACED BARRIER I I No . 8 I I No . 7 I I No . 6 I I No . 5 I I No . 4 I I No . 3 I I No . 2 I I Steel Strut I I I I l� I l� I w i th yoke II II II II II II RAILINGTERMINALSYSTEM �J I I I I I I I I I I I I Soi I Plate I I Pavement or LJ LJ LJ LJ LJ LJ END TREATMENTS Ground Line �� Stee I �� A A B B B SB Foundation Tube NO SCALE SC D ALL DIMENSIONS ARE IN ELEVATION MILLIMETERS UNLESS OTHERWISE SHOWN TERMINAL SYSTEM ( TYPE SRSP A77L DATED OCTOBER 26 , 2000 SUPERSEDES STANDARD PLAN A77L (8 Post System) DATED JULY 151999-PAGE 52 OF THE STANDARD PLANS BOOK DATED JULY 1999 . See Note 9IREVISEDSTANDARD PLAN RSP A77 L DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL NOTES: 10;15318;30;38; TOTAL PROJECT NO . SHEETS 08 SBdRiv V a r 47 48 60;66;71 ;83;142 to For additional details of Terminal System (Type ET), refer to the manufacturer's installation instructions. e tris ° FESS J 20 Terminal System (Type ET) must be constructed so that the full length of the terminal system guard railing is in REGITERED CIVIL ENGINEER o eR oN-q straight alignment. The Guard Rail Extruder head of the terminal system shall not encroach upon the adjacent paved shoulder or lane. A traffic approach flare of 5001 for the full length of Terminal System (Type ET) installation shall be Roy A. Peterson z used where the Guard Rail Extruder head would encroach upon the adjacent paved shoulder or lane. October 26 , 2000 w No o C4771 5 m 150 mm x 200 mm x 355 mm PLANS APPROVAL DATE 3. Slide Guard Rail Extruder over the end of the rail element and attach to Post No. I with lag screws. Do not bolt rail wood block The state of California or its officers or EXP 12-31 -03 element to post. Guard Rail Extruder attachment brackets have 3 holes in each bracket to provide tolerance adjustment. agents shall not be responsible for the accuracy s�9 CIVIL • • M B G R element 18 5 mm x 135 m m x 1145 mm or completeness of electronic copies of this plan F of CAL IF�� tiP Use the holes in the bracket closest to center of Post No. I o Drill 6 mm pilot holes to accommodate lag screws. wood post sheet. Top of rail p 4. Attach strut to Post Nos. I and 2 foundation tubes with hex head bolts, washers and hex nuts. Bolts extend To accompony p/ons doted 7- 08- 02 through the strut, steel foundation tube, and wood posts. Channel side of strut to face downward. Pavement or Hex nut and washer ground line � on threaded end MBGR element 150 mm x 200 mm x 355 mm 5. For length and type of guard railing or barrier the terminal system is attached to, see Project Plans. For minimum 0 13 mm 0 Hex head bolt To of rail wood block length of guard railing used with terminal system end treatments, see Standard Plans A77D and A77Eo (No washer on bolt head) p 190 Hex nut and washer 6. Attach rail element to this post and block. Payment for this post, block and hardware included in payment for the type Pavement or on threaded end of railingor barrier the terminal system is attached to not art of the payment for Terminal System (Type ET). 60 mm 0 hole ground line i -- y p p y y yp i ii 6 mm thick steel late 0 16 mm 0 Hex head bolt • •c 1 � 1 p � (No washer on bolt 7o Yellow retroreflective sheeting, as provided by Terminal System (Type ET) manufacturer, shall be adhered to the face � I I 1 460 mm x 610 mm head) of extruder head. The sheeting shall be consistent with the design pattern and colors of a Type P object marker panel. i I Attach steel soil plate to steel foundation MOL 8. Attach rail to Post No. 2 (no wood block) in same manner shown in section A-A. Do not bolt rail to Post Nool See Note 30 E I 1 tube with 16 mm 0 x 190 mm hex head bolts 1 I 1 with hex nuts (21 mm 0 holes 1n plate and 1 90 mm 0 holes � . in-line . . . . . . 0 i i in two sides of tube to accommodate hex bolt). 1 C) 1 90 Terminal System (Type ET) is an in line end treatment for guard railing or single faced barrier railing where site 0 I I 1 1 conditions will not accomodate use of a flared end treatment. Do not use Terminal System (Type ET) where extrusion rn — I Imo- Steel foundation tube of the rail on the back side of the installation would be in the path of pedestrian or vehicular traffic. 1__1 TS 203 x 152 x 408, 1375 mm 1 1 200 10. A continuous rail element section between Post Nos. I and 5 (no intermediate rail splices) may continue to be used in length, See Note Ito jam- 150 mm x 200 mm x 1083 m P y existinginstallations. New installations shall be constructed as shown. SECTION A-A 1_ wood post M 1 1 o A 1830 mm length steel foundation tube, TS 203 x 152 x 408, without a soil plate, may be furnished and installed in place Soil plate and wood post attachmentto steel foundation tube similar SECTION B-B C of the 1375 mm length steel foundation tube and soil plate shown. Minimumembedment of the 1830 mm length tube shall for Post Nos. 1 , 2 and 4. Wood blocks not Post Nos. 5, 7 and 8 similar except rail i be 1760 mm. A 16 mm 0 hex head bolt and nuts shall be installed in the hole n the 1830 mm length tube to keep the wood used with Post Nos. I and 20 See Note 8. elements are not attached to Post Nos. 5 and 7 post from dropping into the tubed rn Attach strut to foundation tube with bolt head on this side . See Nate 40 Limits Of guard Pay limits for Terminal System ( Type ET ) ra i I i ng or barrier � Guard Ra i I E I ement Exit S I of ( Positioned Strut to exit rail I e I ement away from traffic rail ing See Note 5F fFe- y X A P - I 1�1 9 0 c o ( See Note 2 ) See Notes 2 and 7 650 Guard Rail Extruder Extend bolt through post PLAN Edge of paved shoulder or offset r g p line of edge of traveled wa and block but not through g way . Direction of Travel rail elements at Post Nos. 3, 5 and 7. One continuous length of guard ra i I element Z Wood Post See Note 5 1905 1905 1905 1905 1905 1905 1905 1905 No . 1 VM , See Section A-A Rail s lice See Note 10 See Note 10 p Cable See Note 3 Rail splice Rail splice B Rail splice A Anchor brackets Anchor cable r 00000�; 0 Li N44 '14 t\P • Bearing plate 1 1 1 1 1 1 1 1 for anchor � See Note 6 Wood Post Wood Post Wood Post Wood Post 11 11 Woad Post 11 11 Wood Post 11 11 Wood Post 11 11 cable iL�IiL�I iL�I �I Pavement or 1 1 1 1 No . 8 , See I I No . 7 , See 1 1 No . 6 1 1 No . 5 , See 11 1 No . 4 , See 11 1 No . 3 11 1 No . 2 , See 1 ground line 1 1 1 1 Section B- 13 1 1 Section 13- 131 1 1 1 Section 13- 1311 1 Section A-A 1 1 11 1 Section A-A 1 1 Strut y So i 1 Plate So i 1 plate B I I I II A I ISteelI STATE F CALIFORNIA I I 1 1 Steel I I I I 1 1 S A 0 LJ LJ LJ LJ LJ 1 1 foundation foundation DEPARTMENT OF TRANSPORTATION LJ tube LJ LJ tube LJ METAL BEAM GUARD RAILING ELEVATION AND SINGLE FACED BARRIER TERMINAL SYSTEM (TYPE ET ). RAILING TERMINAL SYSTEM See Notes 9 and 10 END TREATMENT NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A77M DATED OCTOBER 26 , 2000 SUPERSEDES STANDARD PLAN A77M DATED JULY 1 , 1999-PAGE 53 OF THE STANDARD PLANS BOOK DATED JULY 1999 . IREVISED STANDARD PLAN RSP A77M