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Home My WebLink About5109 Retaining Wall 2171 F'- (;" DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 549 1 624 Cherry Avenue Overhead Dz1 02/01/12 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 17+00 DEVELOPED ELEVATION (MIRRORED) Chain Link Rai I ing B11-52 1 30'-0" Type 7 (Mod2) B3-1 LOL NOTES 3�� Concrete Barrier B1 1-54 Type 26A (Mod) ��j 1. For "INDEX TO RETAINING WALL PLANS', "STANDARD PLANS'' I ist, "RW21 11and "QUANTITIES", see "INDEX TO PLANS" sheet. Top of Curb and gutter Wall LOL see "ROAD PLANS'? 20 For "GENERAL NOTES (MSE WALLS)", see 'MECHANICALLY STABILIZED �i EMBANKMENT DETAIL NO. 2" sheet. Z Begin Wall Sta 10+00.00 Sta 21+37.46 75000 Lt NO0009'1 1 "W 10+00 BC Sta 21+87059 C Line N00009'11"W "RW21 " LOL C Line 11+00 CURVE DATA No. R O T L 10 2929.00 03032'55" 90073 181041 O2 8073000 000 16'38 19.53 39006 O3 8077000 00°05'47" 6079 13058 ® 3004000 03032'55" 93006 186005 O5 7998000 04°08'51" 289061 578096 Type 1 to MSE transition Sta 11+56.46 "RW21 " LOL Sta 22+96.64 C Line 75000 Lt BC Sta 10+50.13 "RW21 " LOL= Sta 21+87.59 C Line 75°00 Lt 22+00 M 23+00 BY DESIGN Tim Fuller DESIGN OVERSIGHT DETAILS BY Yihong Wan QUANTITIES BY SIGN OFF DATE Tim Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) 12+00 ''RW21 " LOL 13+00 EC Sta 12+31.55 "RW21 " LOL= Sta 23+73064 C Line 75000 Lt 24+00 EC Sta 23+73064 Ine 25+00 PLAN 1 11 =30/-011 CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHEED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker Fractured Rib Texture cn = C c .L � 'U) > a) Q0 FG Weep hole andg0-3 pervious backf i I I 3-1 Retaining Wall Type 1 (B3-1 TYPICAL SECTION (TYPE 1 NO30 4206"W End Wa I 1 EC Sta 17+16.46 "RW21 " LOL Sta 28+57.38 (�_ "C' Line 79000 Lt Angle break BC Sta 17+02.89 "RW21 " LOL= Sta 28+43093 C "C" Line 79000 Lt Angle break EC Sta 16+45.32 "RW21 " LOL= Sta 27+87.34 C "C" Line 75000 Lt 15+00 14+00 BC Sta 16+06.26 "RW21 " LOL= Sta 27+48.36 C Line 75000 Lt N030 42'0611W 26+00 CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye ORIGINAL SCALE IN INCHES FOR REDUCED PLANS C "C" Line 27+00 Sta 2(+ C" Line 16+00 —� U c a) 0) .L — 0 0 > o N07° 12' 19"\N - 1 7+00 - ------ 3 Cherry Avenue Overhead Structure Approach PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BB Sta 28+62.26± Elev 1057004± / 2g+00 5 Y PCC Sta 33+27.32 "C" Line UNIT: 2232 0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54EO103 POST MILES 13.2 CONTRACT NO.: 08-468004 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q N4<' Brett Makley Z 03/29/11 M PLANS APPROVAL DATE No. C66397 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 "RW21 " LOL Top of l Wa 1 Chain Link Rai I ing B11-52 Type 7 ( Mod 1 ) -Concrete Barrier Type 26 (Mod1) 61 1-54 Curb and gutter � see ''ROAD PLANS'? MSE Wall --- ------------ Panel Barrier slab Fractured_ Rib Texture C 0 0 ', F G ----�Soil Re i of , Typ ---------- Vari Base wetl+h Leveling Pad TYPICAL SECTION (MSE) 1/411=1 /-Oil 0 W 0 J w w RETAINING WALL 21 V' GENERAL PLAN W Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z o' LLJ EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 07/ /10 1 18 cn Base width MSE wal TYPE 1 waI LIMITS OF PAYMENT FOR EARTHWORK Design H "D" 1500'-1705' 1'-0'' 2000'-3205' STANDARD PLANS 3500'-4205' INDEX TO 104 CY (DATED MAY 2006)_ RETAINING WALL PLANS SF 79377 LB 229961 SF 207 LF 487 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) SHEET NO. TITLE LF 225961 Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) 1. GENERAL PLAN Al OD SYMBOLS (SHEET 2 OF 2) 20 INDEX TO PLANS A62B LIMITS OF PAYMENT FOR EXCAVATION AND 3e RETAINING WALL PLAN NOo 1 BACKFILL BRIDGE SURCHARGE AND WALL 4. RETAINING WALL PLAN NO. 2 5. RETAINING WALL PLAN NO. 3 NSP A85A CHAIN LINK FENCE DETAILS 6. RETAINING WALL PLAN NO. 4 BO -3 BRIDGE DETAILS 7. RETAINING WALL PLAN NO. 5 B3-1 RETAINING WALL TYPE 1 8. BARRIER DETAILS H=4' THROUGH 30' 9. MISCELLANEOUS DETAILS 10. PANEL DETAILS B3-8 RETAINING WALL DETAILS NO. 1 1 1 o MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 B1 1 -52 CHAIN LINK RAILING TYPE 7 12. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 2 B1 1 -54 CONCRETE BARRIER TYPE 26 13. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3 RSP P1 JOINTED PLAIN CONCRETE PAVEMENT 14. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6 15. LOG OF TEST BORINGS NO. 1 OF 4 PLAN SYMBOLS 16. LOG OF TEST BORINGS NO. 2 OF 4 17. LOG OF TEST BORINGS NO. 3 OF 4 1 8 o LOG OF TEST BORINGS NO. 4 OF 4 ? — Section Ident i f !cation Base width MSE wal TYPE 1 waI LIMITS OF PAYMENT FOR EARTHWORK Design H "D" 1500'-1705' 1'-0'' 2000'-3205' 3'-0'' 3500'-4205' 5'-0" DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) NTS STANDARD PLAN SHEET N0. DETAIL N0. LEGEND - Structural excavation (Retaining wa I 1 ) i - Structural backf i 1 1 (Retaining wa 1 1) 2/_01 - I Typ Note: Earthwork limits in addition to and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 611 sheet DESIGN DETAILS QUANTITIES (A62B ��j BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 550 624 D l ' 02/01/12 ES S10 RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 QUANTITIES STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) EARTH RETAINING STRUCTURE, LOCATION A STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, BARRIER SLAB FRACTURED RIB TEXTURE BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE CHAIN LINK RAILING (TYPE 7 MOD1 ) CHAIN LINK RAILING (TYPE 7 MOD2) CONCRETE BARRIER (TYPE 26 MOD1 ) CONCRETE BARRIER (TYPE 26A MOD) ANTI -GRAFFITI COATING UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 181 CY 233 CY 20 CY 17,422 SF 104 CY 289 CY 564 SF 79377 LB 229961 SF 207 LF 487 LF 536 LF 157 LF 225961 LF BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 INDEX TO PLANS DISREGARD PRINTS BEARING REVISION DATES CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10,/0 10 01//11 02/01/12 1 0 SHEET I OF 0 2 1 18 n, w V) I I W Q I I ,, . I 1 . —. — a/ — 11 r VV I I I IIJ b l C�J DJ -0 3-1 NOTES: DEVELOPED ELEVATION (MIRRORED) 1 o For Fractured R i b Texture deta i Is, see ''MISCELLANEOUS DETAILS 11 sheet. Begin Wall Sta 1 0+00 0 00 RW21 LOL 10 /8 II=1 /_011 "RW21 " LOL --"\ RW footing, Typ +00 ill +00 ",> r / 1010 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES Concrete barrier Type 26A (Mod) sidewalk slab / 11 2 M 0 O 0 Ln a� c U 4- U I0 0 10 Ln ,+ ,o c J I- U I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 551 624 D l ' 02/01/12 �pFESSIO RE ISRED CIVIL ENGINEER DATE �o Q N41 Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL V I L S 1 completeness of electronic copies of this plan sheet. T TF of CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 V` V 1 1 V 1 19 I% I% Y^11=1 /_011 B11-54 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 10� 10 01/ /11 02/01/12 07/ /10 3 i� w V) 7D I I 1 w Q OFLi z 18 �014� i PLAN /8 1 /— 011 BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED Brett STATE OF CALIFORNIA Mak I ey BY Y i hong Wang Pete Smith CHECKED Carolina Lopez -Toro PROJECT DEPARTMENT OF TRANSPORTATION ENGINEER BY T i m Fuller ORIGINAL SCALE IN INCHES I I 1 1 1 1 1 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 551 624 D l ' 02/01/12 �pFESSIO RE ISRED CIVIL ENGINEER DATE �o Q N41 Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL V I L S 1 completeness of electronic copies of this plan sheet. T TF of CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 V` V 1 1 V 1 19 I% I% Y^11=1 /_011 B11-54 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 10� 10 01/ /11 02/01/12 07/ /10 3 i� w V) 7D I I 1 w Q OFLi z 18 TYPE 1 MSE Limits of Limits of Concrete Barrier Concrete Barrier Type 26A (Mod) Type 26 (Mod1 ) Fm W W DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) I L I L I V V I V V V ° I V Datum E I ev 1000.00 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) /8 il=1 /_OII DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 552 624 D l ' 02/01/12 FZpFESSIO REIST RED CIVIL ENGINEER DATE Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CAL F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to time of removal of inspection wire, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet ! I I I �,u I cs pane I type designation° For details see 'PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO° 1 " sheets PANEL LEGEND NO SCALE o II II I o RW21 LOL ,o LEGEND I RW footing, Typ ,+� o I 13+00 �� C I Indicates I i m its of ° II �' I ,' J , � welded wire mat o / \ \ / I�- + �I `�_12+00 I I -C TLP - Top of leveling pad �a BW - Base width ---l— ►----- --- -1014 ---- �- --- " Barrier Slab __-------- I _ NOTE For MSE wa I I and TYPE 1 wa I I joint deta i I , see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet LANsiConcrete Barrier Type 26A (Mod) PLAN— sidewalk dewaIk slab I/8"=1 '-0" DESIGN DETAILS QUANTITIES BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carol i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER BY Tim Fuller ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13°2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10,/0 10 I 01/ /11 02/01/12 1 0,7,/DTA 10 4 w 0 W 0 J w n, w V) kR I I 2W Q Li of z lc/� 18 6 25' 1 8' # of Panels Design H = BW = ---,7777-T-----r-----r- �-7777-- --D =�- -----,-----T--- r I n HppI uA uu — r u u I ul Iy 11RW21 " LOL 77771------- r-- 1,- I L I L I %_ V I \./ I I o L l/ TLP EIev 1008070 Datum EIev 1000.00 I LEGEND _j TLP TLP BW - Indicates limits of welded wire mat - Top of leveling pad - Base width F � DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 14+00 DEVELOPED ELEVATION (MIRRORED) /811-1 ,_011 IIRW21'I LOL nir\Trc^e ��---- A A I o 0 A A a) C J A ' U U 75 1. For Fractured Rib Texture detai Is, I see MISCELLANEOUS DETAILS sheet. 2. Use MSE Panel Type A for Test Panel 11 I 14+00// � ► � 101 q �' ► `� / / Barrier Slab 1 020 Indicates interval i n years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 11 lu 1 %11U 1 Cs pane I type designation. For details see PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 111 sheets PANEL LEGEND NO SCALE DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 553 624 D ' l 02/01/12 �OFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley DETAILS Brett Makley Z 03/29/11 No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL ENGINEER P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET 2232 SAN BERNARDINO, CA 92410 FOR REDUCED PLANS T.Y. LIN INTERNATIONAL PROJECT 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Top r,, -P IN i Fractured Rib Texture L I m i is of paymen� r�� Prepare and Stain Co and Anti -Graffiti C I0 0 0 - o C J -C \ I U / I4- _5 I I PLAN- LAN I/811=1 /-o11 1/8 DESIGN BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF C Brett Makley DETAILS BY Y i hong Wang Pete Smith CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST F( CA T,4w,- SAMPLE MSE WALL ELEVATION WITH FRACTURED RIB TEXTURE No Scale SECTION A -A I/2II=1 /_011 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10,/0 10 I 01/ /11 02/01/12 1 0,7,/DTA 10 5 w I I 0 w O J w w w V) I I 3w Q OF z 18 Limits of Chain Link Railing Type 7 (Mod2) # of Panels Design H = BW = DESIGN OVERSIGHT 16 35' 25 / Limits of Chain Link Railing Type 7 ( Mod 1 ) 9 3705' 26' 12 40' 28 / Concrete Barrier (B*1 1-54 Type 26 (Mod1 ) 10 4205' p� 30" C�\ ° �O �x �\ ° \ O o 'N\ �X J �\o Top of Wa Datum E I ev 1000.00 15+00 DEVELOPED ELEVATION (MIRRORED) I/8=1 ,_0.. 16+00 ''RW21 " LOL ► ` 16+00 I o / I ` 15+00 I / / + O / ► Qa O C + 1020I J max' Barrier Slab �' I N I <\\ \\ \\ 4- ---------- - - I / I / Z / � I ' I I' --- ' ___--------- I 1030 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES PLAN- LAN I/8=1 ,_0.. 1/8 BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION I PROJECT ENGINEER BY Tim Fuller ORIGINAL SCALE IN INCHES I 1 1 1 1 1 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 554 624 D l ' 02/01/12 RE �pFESSIO ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 W No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALjFa P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet ! I I I �,u I cs pane I type designation. For details see 'PANEL DETAILS" and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 sheets PANEL LEGEND NO SCALE LEGEND �- - Indicates limits of L- — — welded wire mat TLP - Top of leveling pad BW - Base width BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 10� 10 01/ /11 02/01/12 07/ /10 6 W I I 0 w 0 J !Z w Limits of Concrete Barrier Type 26 (Mod1) Structure Approcchl Cherry Avenue Overhead and Barrier Slab Bridge No. 54C0065 # of Panels 10 3 12 Design H = 4205' 40' 4205' BW = 30' 28' eco 30' 0 EndV Concrete _ ��oN� ohsTop of Wa I IBarrier B11 54 0xC>Type 26 ��o CD ��(Mod1)-------------------------------- -----------------------------------------------_------------- --- -- --------Y, -------------- -- tE ------------- ----- ----- II ------ ----- - D D p D D E D E :L; D D D D E E E E A A A A A ' 40 50 20 O A A A A A A A A A A— See Note 1 A A A A A A A A A I I A A A A A A A A A o A A A A A A A A A 0 M A A A A A A A A A + �A— AA A A A A A A A A 1 o A A � A A 40 A A 30 A o I I c A A A A A A A A A J A A A A A A A A A A A A A A A A A A o A A A A A A A A A A I I LA A A A A A ' I C B B B B B B B L =B Approx OG = FG along 11RW21 " LOL TLP EIev 1011020 TLP Elev 1013070 NOTES: PREPARED FOR THE ROUTE POST MILES 1 o For MSE wall and abutment stubwa I I joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 2. Provide I/2'open joint in concrete barrier at location of contact joint between approach slab and barrier slab. Provide Water Stop from Standard P I ansat I ow side of Roadway UNIT: ('BO -3 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) "RW21 " LOL 17+00 DEVELOPED ELEVATION (MIRRORED) I/8..=1 /_0.. Indicates interval i n years from time of construction To time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 11 IV I Vu I �S pane I type designation. For details see PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1" sheets PANEL LEGEND LEGEND \ i - Indicates limits of welded wire mat TLP - Top of I eve I i ng pad RW LOL—,,,, BW - Base width End Wa See "DETAIL A" Sta 17+16046 ''RW21" LOL A Cherry Avenue Overhead Abutment Stubwall, Sta 16+92.35 "RW21 " LOL see Note 1 - --- ----------i ----- -- __ - - - - --------i----- I ------ - I --- L 17+00 I I /\ ---------------i----- -------------- -- 0! � I � / I �� II I Cherry Avenue Overhead Footing, II 020 A I see "BRIDGE PLANS" 1020 I ' BB JI II Barrier S I ab ;► Cherry Avenue Overhead Abutment 1 , see BRIDGE PLANS U I I / \\' II �/102\ II I I 5 0 \\ IV_ —_______ ��' ___ 030 r------ PLAN MSE face panel /811=1 /_OII BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller Cherry Avenue Overhead Structure Approach Slab, see "BRIDGE PLANS" CHECKED Pete Smith PREPARED FOR THE ROUTE POST MILES SHEET STATE OF CALIFORNIA Brett Mak I ey CHECKED TOTAL PROJECT Pete Smith I PROJECT ENGINEER CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION 555 624 ORIGINAL SCALE IN INCHES l .: 02/01/12 �OFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp.CIVIL FILE => $REQUEST See Note Barrier Slab DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 555 624 T<,4D � 4z l .: 02/01/12 �OFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp.CIVIL shall not be responsible for the accuracy or T q P TF completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier, see "BRIDGE PLANS" Cherry Avenue Overhead Structure Approach Slab, see "BRIDGE PLANS" SECTION A -A NTS DETAIL A BRIDGE NO. 54EO1 03 POST MILES 13.2 RETA CONTRACT NO.: 08-468004 NTS Face of MSE Panels -�h Slab dowe I s on V-0" centers W n 0 w 0 J w w Q 0 i 0 w H- 0 J W Q 0 n, LJ RETAINING WALL 21 V' INING WALL PLAN NO. 5 Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING � EARLIER REVISION DATES � 17/1 0 01/ /11 02/01/12 07/ /10 7 18 cn Concr Type see N 0 Concrete Barrier Type 26A (Mod), see Note 1 Retaining Wall Type 1 B3-1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) vvi •v1 %L_ I L_ v"i %I %a.`I % i I 1 11— `v \I.Ivv I / ON MSE WALL BARRIER SLAB DETAILS 1 "=1 /-nil CONCRETE BARRIER TYPE 26A (MOD) ON TYPE 1 WALL DETAILS '-0" DESIGN DETAILS QUANTITIES Curb and gutter see "ROAD PLANS'? Curb and gutter see "ROAD PLANS' LEGEND 10 1'' Expanded polystyrene. 02 2" Expanded polystyrene. Recess expanded polystyrene 2" Into barrier slab. 03 Contact joint 04 Welded Wire Mat So i I reinforcement O#5 -,7 @1 1 /-oil (0 3/_411 06 #5 4/-711 @1 1 /-0" bundled with 0 bars DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 556 624 D l ' 02/01/12 RE �pFESSIO ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or S4T, q CIVIL 1 completeness of electronic copies of this plan sheet. OF CALIFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 70 #5 ca, 1 /-oil 80 "a" bar = #6 continuous. CHECKED STATE OF CALIFORNIA "b" bar = #6 X 59/-0" NOTES: BY "c" bar = #6 X 49/-2'' Pete Smith CHECKED Caro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION Place "b" and "c" bars at beginning 1 o Reinforcement shown is BY Tim Fuller and ending ends of barrier slab. i n addition to standard UNIT: 2232 re i nforcement i n s i dewa I ko OSign post and anchor. For locations g1 1-54 For details not shown see and details, see SIGN PLANS o FILE 20 Install standard CIDH foundation before Concrete Barrier Type 26A (Mod) is constructed. 3. Install standard pole after Concrete Barrier Type 26A ( Mod) is constructed. 4. Place post anchor prior to placement of barrier slab concrete. Type 15 standard, see ES -6A (L'Pole, Note 3 "ELECTRICAL PLANS" and RSP (BO-1 3 I/2 Concrete Barrier po I yestyrene � 1 3-2 all around Type 26A Slope to match Curb and gutter, s i dewa I k _ _ see "ROAD PLANS' a� U Q L N C O+ O`- .-C-0 C + - O (D 0 L C -000 Q D U TYPE 15 STANDARD THRU TYPE 26A (MOD1 ) BARRIER BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Caro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER BY Tim Fuller ORIGINAL SCALE IN INCHES 1 1 1 1 1 1 1 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST I/2=1 /_0.. CIDH Foundation, see Note 2 eES-11 and ES - 7N Except as noted BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 BARRIER DETAILS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 8 18 w V) I I W Q See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" DESIGN OVERSIGHT 4" 0 drain 3" Uns I otted Plastic Pipe 3" mind SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa I I e 1 Cut hole for 3" pipe Cap-typ See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain E M � o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOS I TE DRAIN No Scale Alternative to bridge detail (BO -3 3 - NOTES: 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls)° For wa I I s adjacent to s i dewa I ks or curbs, prov i de 4" plastic pipe under the sidewalk to discharge through curb face Exposed wa I I drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i nq wa I l o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES C Fractured R i b valley, Note 5 2 Face of pane or wa I V V U I I 11Cll I I FRACTURED RIB TEXTURE DETAIL Face ( MSE pan( Note No Scale FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) No Scale Kin TrC, o 4. For vertical joint deta i I , see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets 5. Permissible location of weakened plane and expansion joints BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE POST MILES SHEET TOTAL CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carol i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER BY Tim Fuller ORIGINAL SCALE IN INCHES D ' UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 Brett Makley Z 03/29/11 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 557 624 D ' l 02/01/12 �pFESSIO RE IRED CIVIL ENGINEER DATE �o Q Al ST Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. CIVIL ST TF shall not be responsible for the accuracy orq 1 completeness of electronic copies of this plan sheet, OF CALIFp��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 top .5A CV CHAIN LINK RAILING TYPE 7 (MOD2) DETAIL No Scale Note: For details not shown, see rB1 -52 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 MISCELLANEOUS DETAILS OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 9 1 $ w Q 0 I I 0 w 0 o - W Q 0 n, w V) I I W Q #4 @, 6" Max stagger on each side of #4 vertical k NIOTF c 6" Li' Top soi re i of • mesh N �L Bottom so 0 re i of • mesh, > see Note 1 x U) C� aD �L r� o i TYPE "D" TOP PANEL 1 11=1 /_Oil 1 o Omit bottom soil reinforcement mat when spacing between top and bottom mats is less than 9" 2. Omit intermediate soiI reinforcement mesh when spacing between top and intermediate mats is less than 6" 3e See "MECHANICALLY STABILIZED EMBANKMENT DETAIL NOe1" sheet for panel TYPE "A", "B" AND "C" 4 • Architectural Treatment not shown • D N I L(7 O I FEE L U N .L #4 `I 1. r------ 0 N #4 @, 6" Max stagger on each side of #4 vertical bars--�---- • U `I TYPE "E" TOP PANEL Top so i reinfo mesh Intermediate soil reinfo mesh, see Note 2 Bottom so reinfo mesh x 0 Q0 4- c N TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 558 624 D l ' 02/01/12 ES S10 RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley - z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL %V- completeness P completeness of electronic copies of this plan sheet, ST TF of CALIFO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Design H 15 17.5 20 22.5 25 2705 30 3205 35 3705 40 42.5 Base Width 11 12 14 16 18 19 21 23 25 26 28 30 ORIGINAL SCALE IN INCHES 2@W1 1 xW1 1 +6"x9" 29W1 1 xW1 1 +6"x9" 2@W1 1 xW1 1 +6"x9" 5@,W1 1 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" Reinforcing Mesh 29W1 1 xW1 1 +6"x1 2" 2@W1 1 xW1 1 +6"x1 2" 39W1 1 xW1 1 +6"x1 8" 49W1 1 xW1 1 +6"x24" 59W1 1 xW1 1 +6"x24" 59W1 1 xW1 1 +6"x24" 2@,W1 5xW1 1 +6"x30" 3@W1 5xW1 1 +6"x30" 4@,W1 5xW1 1 +6"x30" 5@,W1 5xW1 1 +6"x30" 5@,W1 5xW1 1 +6"x30" 5aW1 5xW1 1 +6"x30" configuration,�� Top Down 11 1 @,W1 1 xW1 1 +6 x1 8 �� 11 1 @,W1 1 xW1 1 +6 x1 8 �� 11 3@,W1 1 xW1 1 +6''x24 �� 11 1 @,W1 1 xW1 1 +6 x30 �� 11 1 9W20xW1 1 +6 x30 �� 11 29W20xW1 1 +6 x30 1 9W1 1 xW1 1 +6"x24" 2@,W1 1 xW1 1 +6"x24" * Mesh configuration = # of mats 9 longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN BY Tim Fuller RETAINING CHECKED Pete Smith PREPARED FOR THE WALL 21 54EO103 POST MILES PANEL CHECKED STATE OF C Brett Makley DETAILS BY DISREGARD PRINTS EARLIER REVISION Y i hong Wang Pete Smith CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller 07/ /10 ORIGINAL SCALE IN INCHES 18 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. RETAINING WALL 21 54EO103 POST MILES PANEL DETAILS 13.2 CONTRACT NO.: 08-468004 DISREGARD PRINTS EARLIER REVISION BEARING DATES REVISION DATES SHEET OF 10/ 10 01/ /11 02/01/12 07/ /10 10 18 n, w V) I I w Q n M %11 chamfer when no raised reli HORIZONTAL JOINT DETAIL No Scale Dr of face panel O See "HORIZONTAL JOINT DETAIL" i #4 Tot 11 C\1 equally spaced #4 --- ------------- #4 8" Max a� _ = O • CO .0 We I ded E wire mats N O z O Ln #4, Tot 11 = • �� 3 TYPE A�� 1 INTERMEDIATE PANEL No Scale STANDARD DRAWING APPROVED BY K. GR/SWERELEASED BY LL F?OBERTO LACALLE i FILE x s 1 3 OZ O� I� RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF NO.APPROVAL DATE 5-6-08 RELEASE DATE REVISED DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) 5'-0" nominal length PLAN - FACE PANEL No Scale NOTES: 1. Architectural treatment not shown. 2. Place reinforced elastomeric bearing pads in all of the panel joints between the panels. Place one in each vertical joint where the horizontal joint intersects it. Place two per panel in each horizontal joint. Y4" x 2%'' x 6" for vertical joints %4" x 4" x 6" for horizontal joints. 3. Bond a strip of filter fabric, 1' - 0" wide, over the full length of all panel joints. N N TYPE "C" 1 3 BOTTOM PANEL No Scale - Welded wire mats See "VERTICAL JOINT DETAIL" %11 chamfer when no ra I SE Rea r of f ace par I. , DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 10 12.3/14.1 559 624 E S S ION q� R IS ERED ENGINEER — CIVIL Brett Makley z 03/29/11 U No. C66397 m CC PLANS APPROVAL DATE Exp. The State of California or its officers or agents s, C I V I L P shall not be responsible for the accuracy or qTF OF CALlFa completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L U = a T F- . N #4 G, 8 " Max Ln ---------------- #4 ------------ —#4 Tot 6 = equally spaced = n T Minor Concrete_---_/"* 1,-0" Leveling pad Typ TYPE "B'' <14 BOTTOM HALF PANEL No Scale N D O Welded z wire mat N 1 Revised detail STATE OF DIVISION OF 2 Removed detail CALIFORNIA 3 Removed scale DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224 FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 0 1 VERTICAL JOINT DETAIL 0 No Scale O SPECIAL DETAILS RETAINING WALL 21 BRIDGE NO. 54E0103 MECHANICALLY STABILIZED EMBANKMENT POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 173 USERNAME => $USER DETAIL NO. 1 REVISION DATES (PRELIMINARY STAGE ONLY) i) > i i> > 0210111 SHEET1 OF 11 18 $REQUEST i w COUF Transverse wires W11 I_ 5 spaces @ 6" Longitudina w i res 5� Note D n PLAN OF PANEL WITH WELDED WIRE MAT No scale Notes: 1) Distance as required to permit coupler to be swaged. 02 Place #4 bar, 3' - 2" long, centered on connector mat, but not welded to it. 03 Length equals "Base width" of wall, except it shall not be less than 16' for the top 2 levels of mats at the top of the wa I I ® All Transverse Wires size W11 at various spacings as shown elsewhere in plans. 05 All Longitudinal Wires at 6'' spacing, of various sizes, as shown elsewhere in plans. GENERAL NOTES (MSE WALLS) Live loading: Surcharge = 240 Ib/ft2 Soil parameters: Internal design 3409 Y = 120 I b/ft3 External design (b (Backf i I I ) = 3409 y = 120 I b/ft3 (p(Foundation) = 300 Precast concrete panels: f'c = 49000 psi (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) Soil reinforcement: Welded wire mats: fy = 659000 psi (Yield strength) Coupler: fy = 36,000 psi (Yield strength) Corrosion rate = 1.1 mils/year Reinforced concrete: f'c = 39600 psi, except as noted (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) MSE = Mechanically stabilized embankment SECTION B -B No scale �It ckness = 1/41' t i re mat )wn DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 �91 Z� — 7�--,4D R IS ERED ENGINEER — CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 560 624 O Q�OFESS jON 4 Brett Makley z W No. C66397 M cr_PLANS APPROVAL DATE Exp. Q, The State of California or its officers or agents C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO�� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING WALL 21 STANDARD DRAWING STATE OF BRIDGE NO. APPROVED BY K. GR/SWELL RELEASED BY F?OBERTO LACALLE DIVISION OF 54E0103 MECHANICALLY STABILIZED EMBANKMENT FILE x s 1 3- OZ O- Z e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO . 2 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET of FOR REDUCED PLANS 0 1 2 3 EA 468001 EARLIER REVISION DATES so 3/ /1 7/ /1 10/ /1 01 / /11 2/01/1 12 18 USERNAME => $USER $REQUEST MSE Face i Place vertical bearing pads where horizontal panel joint intersects vertical panel joint. Welded wire mats LevE 3/,11 l..\JI Ik. I C 1 C VVa (wingwall$ return wa or retaining wall) MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL LEGEND: O Bond a strip of filter fabric, 1'-6" wide, to back of MSE panels and the adjacent concrete wall for entire length of vertical joint. O2 Bond expansion joint material to the concrete wall. O3 Offset between face of MSE face panel and face of the concrete wall as dictated by location of layout lines shown elsewhere in Project Plans. O 611 TYPE- REAR ELEVATION 1'-0" wide strip of filter fabric bonded to adjacent panels fu I I length of both vertical and horizontal panel joints. Neoprene plug (may radially at one loc W 1 1 x 10'-0'' see Note 2 Fill void see Note Encapsulate - see Note 4 NOTES: DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 -k4D�Z:� R IS ERED ENGINEER - CIVIL 03/29/11 SHEET TOTAL NO. SHEETS OF NO. 54E0103 561 624 O Q�OFESS jON q� 0 Brett Makley z LU No. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents s, C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO�� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Front of face pane � Inspection wire see Note 1 ied or cored hole SECTION THRU INSPECTION WIRE 1. Center inspection wire in face panel. 2. Fabricate inspection wires f rom W11 wire representative of the welded wire mats, with %11 d i a - 16 UNC threads for at I east 11/2'' of one end 3. Place inspection wire horizontal and perpendicular to the wall panel prior to backfilling. After backfill placement to a level at least 2'-0'' above the Inspection wire, dry pack opening with 1000 to 1500 psi mortar. Trowel mortar smooth and flush with face of panel. 4. Encapsulate threaded end with corrosion inhibiting mastic, and secure round vinyl cover with nylon tie. UNC = Unified coarse threads SPECIAL DETAILS RETAINING WALL 21 STANDARD DRAWINGBRIDGE 1O Revised detail STATE OF DIVISION OF NO. 54E0103 MECHANICALLY STABILIZED EMBANKMENT K. GRSE APPROVED BY /WLL OBO LACALL RELEASED BY RERTE CALIFORNIA Q FILE xs13 OZO�V NO.RESPONSIBLE RESPONSIBLE TECHNICAL SPECIALIST OFFICE CHIEF ENGINEERING S E R V I C E S POST MILE APPROVAL DATE 5-6-08 RELEASE DATE REVISED DEPARTMENT OF TRANSPORTATION 13.2 DETAIL NO. 3 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES 3/ /1 7/ 1/110/ 1/1O1 / /1 l 2/01 /1 13 18 USERNAME => $USER $REQUEST LJ 0 W 0 J IL LJ w Note 1 II D II+1 / Note 5 Layout CY N C on Leveling IID11+1 / Note 5 I i no= � 8" Underdrain 0. Existing ground line 11D11+1 / _011 9 Note 5 LIMITS OF EXCAVATION No Scale C 8'I Underdrain - SLOPING FINISHED SURFACE 3 /_0 FS or excavation limits EXCAVATION 1 Q0 3/ -0'� OUTLET PIPE 3/ CLEANOUT PIPE BACKFILL OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN 1O ABBREVIATIONS OG Original ground FS Planned finished surface GP Planned grading plane above Elev. top ded wire mats W -oil 9 Note 1 11D11+1 / _011 9 Note 5 No Scale cL 8" Underdrain ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER LIMITS OF BACKFILL No Scale wo _oil 9 LEGEND Limits of structure excavation Limits of structure backfill Limits of permeable material Note 1 11D11+1 / _011 9 Note 5 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS SBd 10 12.3/14.1 562 624 E S S ION q� R IS ERED ENGINEER - CIVIL Brett Makley z 03/29/11 U No. C66397 m CC PLANS APPROVAL DATE ,, Exp. The State of California or its officers or agents s� C I V I L P shall not be responsible for the accuracy or qTF of CALIF��`�1 completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 +1 / _Oil 9 e 5 to 2 16 / -0" 1� QL 8" Underdrain 1 ROADWAY SECTION WITH 1 00 BASE WIDTH LESS THAN 16/ SPECIAL DETAILS NOTES: 10 Limits to FS except to GP when in roadway section. 2. Locate 8" perforated underdrain below bottom level OF SERVICES of welded wire mats. MECHANICALLY STABILIZED EMBANKMENT 3. Maximum spacing of outlet pipes is 200 ft. 4. At sa s in profile of underdrain, install outlet pipe or each direction of flow. REVISION DATES (PRELIMINARY STAGE ONLY) <9> 5. For "D" dimension, see table on "INDEX TO PLANS" sheet. +1 / _Oil 9 e 5 to 2 16 / -0" 1� QL 8" Underdrain 1 ROADWAY SECTION WITH 1 00 BASE WIDTH LESS THAN 16/ SPECIAL DETAILS i w RETAINING WALL 21 STANDARD DRAWING 1 Revised detail 2 Added note STATE OF C A L I F O R N I A DEPARTMENT OF TRANSPORTATION DIVISION OF SERVICES BRIDGE NO. 54E0103 POST MILE 13.2 MECHANICALLY STABILIZED EMBANKMENT FILE NO. W3 -020-6e APPROVED BY K. GR/SWELL RESPONSIBLE TECHNICAL SPECIALIST APPROVAL APPROVAL DATE 5-6-08 RELEASED BY F?OBERTO LACALLE RESPONSIBLE OFFICE CHIEF RELEASE DATE REVISED DETAIL NO. 6 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES 1 1 1 1 1 1 1 FOR REDUCED PLANS 0 1 2 3 CU 08224 E A 4 6 8 0 01 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ /1 7/ /1 10/ /1 01 / /11 210111 14 18 USERNAME => $USER $REQUEST i w BENCHMARKS POST MILES SHEET No TOTAL DIST COUNTY ROUTE TOTAL PROJECT SH 08 SBd 10 12.3/14.1 563 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 4002101112 Pt 1010 Z Q9,OFESSIO� REGISTERED CIVIL ENGINEER DATE 1:) q� N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT RW 21 S.PIRATHIVIRAJ z 03/29/11 NO. C71662 M ANS Pt. 5001 PLcr APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 Exp. 12/31/13 The State of California or its officers or agents SETREBAR �W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS9 sT CIVIL P shall not be responsible for the accuracy or q �. TF 100' + /- W L Y OF CHERRY A-09-112 " C " Line completeness of scanned copies of this plan sheet. OF CALIF" Pt. 5002 � Cherry Ave EJ30 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 7 6 SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 4 25 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY 1 2 3 SAN BERNARDINO, CA 92410 8 EARTH MECHANICS, INC. A-09-113 17660 NEWHOPE STREET, SUITE E NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil PLAN and Rock Logging, Classification and Presentation Manual (June 2007) . II (2) 2.4 samples were taken using a California Modified Sampler. 1" - 60' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs fal I ing a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +1050 J +1050 CD+ CD 0 +1040 O M �C N +1040 J _ Q "Cn A-09-112 + +1030 CCV '– J Q El. +1030.0 ft ® 4 Asphalt Concrete 6 Base +1030 U V' A-09-113 SILTY SAND (SM): dense, o I I ve-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation EI. +1022.0 ft EE 2611.41=T . O +1020 7 Aspha It concrete, 5 base Bulk 1 SILTY SAND (SM): very dense, olive, moist, few fine GRAVEL, mostly F50/672.41 2 `OM UW becomes very dense +1020 coarse to fine SAND, IittIe fines, nonplastic, weak cementation non 5711.41 2 °OM m m 72 1.4 3 OM < +1010— 35 2.4 3 ;; OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense olive - ray, ray, dry, I i tt I e coarse to fine GRAVEL, most I y coarse to fine 9SAND, 11 2.4 4 ., OM UW PA DS becomes I loose, o I i ve-gray, moist, 6% fine GRAVEL, 69% coarse to fine +1010 0 fines, non I ast i c weak cementation SAND, 25% fines, nonp 1 ast i c, weak cementation z Q 10 1 .4 4 OM SILTY SAND SM : medium um dense, olive -brown, mo I st few fine ne GRAVEL, , mostly coarse to fine SAND, little fines, nonp 1 ash i c, weak cementation 29 1 .4 5 OM Poor I ygraded SAND w I th SILT and GRAVEL SP -SM : dense, o I i ve-gray, w J 14212.41 5 :: OM UW Poorly graded SAND with GRAVEL (SP): medium dense, olive -gray, dry, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few f i nes, nonplastic, 1 ast i c, weak cementation LU + 1 000 little coarse to fine GRAVEL, mostly coarse to fine SAND, trace 50/5 2–.-4-T-6 +1000 becomes very dense, no recovery fines, nonpIastic, weak cementation, with SANDY SILT layer 16311.41 6 becomes very dense, no SANDY SILT layer 16011.41= : OM becomes moist +990 ''1 50/62.4 7 ' ° OM UW Poorly graded SAND with SILT and GRAVEL(SP-SM):very dense, olive - +990 ray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, ?ew 717-1,41 8 OM SILTY SAND (SM): very dense, olive -gray, moist, few fine GRAVEL, f i nes, nonplastic, weak cementation Terminated at E 1. 990.5 ft mostly coarse to fine SAND, I i tt I e f Ines, nonplastic, weak cementation Drilled on 10/22/2009 0 Hammer Energy Ratio (ERi=75/) 85 1.4 9 ;`°OM Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, +980-- Groundwater not Encountered During Drilling little coarse to fine GRAVEL, mostly coarse to fine SAND, trace f i nes, nonplastic, 1 ast i c, weak cementation REF /3"l 2.4110 +980 REF/6 1.4 11 Ki) +97028 17, 4 12 : `OM CLAYEY SAND with GRAVEL SC :dense, Olive, moist, l ittle fine GRAVEL, +970 mostly coarse to fine SAND, little fines, low plasticity, weak cementation Terminated at El. 968.5 ft Drilled on 10/21/2009 +960 Hammer Energy Ratio (ERi=75%) +960 PROFILE Groundwater not Encountered During Drilling VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "C" Line 21+00 22+00 23+00 24+00 25+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE S. Pirathiviraj CALIFORNIA BRIDGE NO. 54EO103 R E T A I N I N G W A L L 21 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 10/21 /09 and 10/22/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T B 0 R I N G S 1 OF 4 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES j I I I FOR REDUCED PLANS 0 1 I I I UNIT: 2232 DISREGARD PRINTS BEARING 2 3 PROJECT NUMBER & PHASE: 08000007441 EARLIER REVISION DATES REVISION DATES SHEET OF 03/ 10 07/ 10 10/ /10 01 /11 71 02/01/12 1 1 1 1 1 1 15 18 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 LU Q EO 0 LU 0 0 - LU a 0 CL w V) W r BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 SETREBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: 1 (1) This LOTB sheet was prepared in accordance with the Ca I trans So i I and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" sump I es were taken us i ng a Ca I i forn I a Mod i f I ed Samp I er. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified Cal ifornia Ring Sampler bIowcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. z 0 a LU LU +1050 +1040 +1030 +1020 +1010 +1000 +990 +970 +950 25+00 R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung 26+00 g RW 21 Cherry Ave 3 27+00 R. J ie FIELD INVESTIGATION BY: DATE: 10 /21 /09 nn(i 10 /22 /O9 ' 6 4 25 A-09-111 11fl-1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 C "C" Line 7 PLAN 1 " = 60' PREPARED FOR THE STATE OF CALIFORNIA I s. PirathIviraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 564 624 4 0-0-1* 02101112 9,oFESS10 REGISTERED CIVIL ENGINEER DATE �o e IV4 �4/ F`�c S.PIRATHIVIRAJ 03/29/11No. C71662 M PLANS APPROVAL DATE . � The State of California or its officers or agents � Exp12/31 /13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� T— u g 30 8 A-09-001 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST -001 6 Asphalt Concrete SILTY SAND (SM): very gense, Q I i ve, moist, few fine GRAVEL, most I y nnnrco +n -Finn C A KIn I i ++ I n f i nnc nnnn I nc+ 1t- uinnl< r-omnn+n+ i nn +1050 +1040 +1030 +1020 +1000 - +990 off -ogre +970 +960 +950 29+00 30+00 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 LOG OF TEST BORINGS 2 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES 03/ 10 07/ 10 10/ /10 01 /11 02101112 16 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 a w Q 0 EO 0 LU 0 n w a 0 CL w V) 4 W Q OF z 18 w REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty F_ 0 0 U O Top Hole EI. o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 10/21/0() nn(i 10/22/0() ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 565 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11u No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALtFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI. Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2.33 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date CONE PENETRATION TEST (CPT) SOUNDING BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 1 LOG OF TEST BORINGS 3 OF 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES CM103/ 10 07/ 10 10/ /10 01 /11 02101112 1 1 1 1 1 17 18 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 fl' r z PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . F_ 0 0 U O Top Hole EI. o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 10/21/0() nn(i 10/22/0() ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 565 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11u No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALtFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI. Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2.33 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date CONE PENETRATION TEST (CPT) SOUNDING BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 1 LOG OF TEST BORINGS 3 OF 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES CM103/ 10 07/ 10 10/ /10 01 /11 02101112 1 1 1 1 1 17 18 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 fl' r z REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® � Very loose Well -graded GRAVEL 0 - 4 Lean CLAY 5 to GW 10 Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® We I I - raded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 0 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL '9A ML SANDY SILT a 00 o Poorlyy ggraded GRAVEL with CLAY (or 'SOYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY ORGANIC fat CLAY SP -SC (or S Y' CLAY) ORGANIC fat CLAY with SAND Poor Iy raded SAND with CLAY and GRAVEL �or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 00C COBBLES SANDY ORGANIC SOIL with GRAVEL COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 10/21/0() nn(i 10/22/0() ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) (PA) Particle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I s. PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 566 624 02101112 �oVEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents -�t Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIVo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 - 10 Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 1 LOG OF TEST BORINGS 4 OF 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES 03/ 10 07/ 10 10/ /10 01 /11 02101112 1 1 1 1 1 1 18 18 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 0- w a 0 fl' r z M