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5109 Retaining Wall 696
Existing Cherry Avenue Overhead Bridge No. 54CO065 Begin Wa I 1 Datum E I ev 1010.00 10+00 11+00 STANDARD PLANS (DATED MAY 2006) Top of Wa 12+00 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND No BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 602 H=4' THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B11-56 CONCRETE BARRIER TYPE 736 PLAN SYMBOLS —Section Identification STANDARD PLAN SHEET NO. DETAIL NO. - Cherry Ave Sta 30+44042 C Sta 694+51.93 695+00 0 0 A l^-rr o Cherry Ave= R5" Line 500'-0'' (MSE) LEGEND 1324/-311 (Measured along Wa I I "RW69611 LOL) 13+00 Approx OG = FG along "RW696" LOL I i 14+00 DEVELOPED ELEVATION - 1 11=30/-O" 1 - Existing Track - Existing Track to be Removed and Reconstructed -1 ----- 4----- - Proposed Track I I I UPRR R/W 1O - Signal Po I e�, see ''RETAINING WALL PLAN NOo 1 sheet CURVE DATA No. R D T L 0 8000000 01 °1 2'34 84044 168088 "R5" Line 15+00 824-3'' ( TYPE 1 ) 16+00 INDEX TO RETAINING WALL PLANS SHEET NO. 20 30 40 50 60 70 80 90 100 11° 12° 130 140 15° 16° 170 18° 19° 200 21 22. 23° TITLE N C J U 17+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL RETAINING WALL PLAN NO. 1 B11-56 Concrete Barrier TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 602 624 T<,4Dl ' 5 02/01/12 �p:ESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� 6 R5 Line RETAINING WALL PLAN NO. Brett Makley Z 03/29/11 O No. C66397 M PLANS APPROVAL DATE Cr RETAINING WALL PLAN NO. The State of California or its officers or agents it Exp. CIVIL II W ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALIFO UPRR R/W SANBAG 1170 W 3RD STREET PANEL DETAILS NO. 2 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL EMBANKMENT 3550 VINE STREET, SUITE 120 MECHANICALLY STABILIZED RIVERSIDE, CA 92507 DETAIL NO. 2 Concrete Barrier Type 736 (Mod1 ) Roadway section see "ROAD PLANS" �. GENERAL PLAN NOo 1 698+00 699+00 GENERAL PLAN NO. 2 N G W A RETAINING WALL PLAN NO. 1 B11-56 Concrete Barrier RETAINING WALL PLAN NO. 2 Sta 10+00.00 LOL= Sta 695+27.81''R5'' Line RETAINING WALL PLAN NO. 3 Sta 14+03.42 "RW696" LOL= RETAINING WALL PLAN NO. 4 O o RETAINING WALL PLAN NO. 5 RETAINING WALL PLAN NO. 6 R5 Line RETAINING WALL PLAN NO. 7 �� �� 0 RW696 LOL / RETAINING WALL PLAN NO. 8 II RETAINING WALL PLAN NO. 9 II W MISCELLANEOUS DETAILS �� �� Sta 700+26067 R5 Line UPRR R/W PANEL DETAILS NO. 1 PANEL DETAILS NO. 2 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 2 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6 LOG OF TEST BORINGS NO. 1 OF 4 LOG OF TEST BORINGS NO. 2 OF 4 16+00 LOG OF TEST BORINGS NO. 3 OF 4 LOG OF TEST BORINGS NO. 4 OF 4 J So i I Re i of , Typ Barrier slab 11-56 "RW696" LOL Varies Base Width Leveling Pad Top of Wa MSE Wa I I Panel Fractured Rib Texture FG JF TYPICAL SECTION (MSE)_ 1/411=1 /—Oil N89° 43'49"E BC Sta 700+96.78 11 "RW696" LOL R5 Line 1 3 696+00B3-1 Be in Wall 697+00 "RW696" 698+00 699+00 700+00 N G W A L L LOL B11-56 Concrete Barrier Li Lij Sta 10+00.00 LOL= Sta 695+27.81''R5'' Line Sta 12+82.20 I I RW696 LOL= Sta 14+03.42 "RW696" LOL= 701 +00 MSE to Type 1 transition 702+00 O o Roadway Section, Type 736A 70°80 Rt �� �� Sta 10+60.00 RW696 LOL= Sta 698+9°91 R5 Line Sta 699+30°13 R5 Line Sta 15+00000 "RW696" LOL �� �� 0 RW696 LOL / see "ROAD PLANS" 0. II Sta 695+87081 R5 Line 63.56 56 Rt II W 4 8 0 05 Rt �� �� Sta 700+26067 R5 Line UPRR R/W O + 1 70.04 Rt ° 3,35"E 45°24 Rt I I W --- �� ° �� N8900 0 33 E N88 03 35 E N82° 22'42'IE 14+00 Q UNIT: 2232 I Fractured o 15+00 16+00 1 0+00 UPRR R/W 11+00 + 12 00 13+00 SHEET OF J Weep ho I e Rib Texture w= w Cherry Avenue Overhead Abut 2 UPRR Tracks and pervious c c --- — -- -- — — -- -- — —--- -- -- -- -- ------ -- -- — — -- — — ----- -- -- —� + backf i 11 B0-3 _ �L EI - o -----' --_ ---=1-_-= J =---- -------- _ - -�-- Retaining Wa I I --- ----- ----H----- ------1-------+----- _--------- _ --- _ _L- - _--J-------t------ i------ -+- -� -+ (1133-1 ---=-- _ H- - - --- + - ------I- - - - ------ - - - - - - The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any materia I DESIGN DESIGN OVERSIGHT DETAILS SIGN OFF DATE QUANTITIES N BY Tim Fuller BYY i hong Wan BY Tim Fuller CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHECKED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker PLAN 1 "=30'-0" CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS TYPICAL SECTION (TYPE 1) 1/411=1 /—Oil PREPARED FOR THE BRIDGE NO. R E T A I N I N G W A L L 696 Lij STATE OF CALIFORNIA Brett Makley 54EO100 POST MILES G E N E R A L P L A N N 0. 1 PROJECT ENGINEER II W DEPARTMENT OF TRANSPORTATION 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES poi o ori >> o2ioii2 ori ro 1 23 FILE _> REQUEST 1324/-311 (Measured a long Wa I I "RW696" LOL ) End Wa 1 1 824'-3'' ( TYPE 1 ) I O ++ I Top of Wa C J I Datum E I ev 1010.00 � I i 18+00 �I LEGEND 19+00 1 - Existing Track -- ---J. - Existing Track to be Removed - - - and Reconstructed ------4-----I- ' - Proposed Track EC Sta 7 R5 Line UPRR R/W - Structura I excavat i on (Reta i n i ng wa I I) - Structural backf i 1 1 (Retaining wa 1 1) N88031 '1 5'E 20+00 Approx OG = FG along "RW696" LOL I 21+00 DEVELOPED ELEVATION "R5" Line 1 11=30/-011 QUANTITIES REMOVE RETAINING WALL, LOCATION B STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) EARTH RETAINING STRUCTURE, LOCATION C 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 ) CABLE RAILING CONCRETE BARRIER (TYPE 736A) CONCRETE BARRIER (TYPE 736 MOD1 ) CURVE DATA 22+00 1 LS 887 CY 19022 CY 65 CY 12,450 SF 467 CY 241 CY 29312 SF 31 9314 LB 26,281 SF 10 LF 220 LF 605 LF 500 LF No. R A T L 1O 8000000 01012'34" 84044 168088 O2 14000000 01040'40" 204099 409094 23+00 Base width E MSE woI I C Sta 708+ R5 Line 2,-0" Typ 0 DIST COUNTY ROUTE POST MILES SHEET TOTAL 54EO100 POST MILES TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 603 624 D ' l 02/01/12 �pFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq� >> 02/01/12 Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 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 I Trt i wvi LIMITS OF PAYMENT FOR EARTHWORK NTS �' 703+00 704+00 705+00 706+00 707+00 708+00 709+00 ' "RW696" LOL/ 01 PRR R/W UPRR R/W J ' _ N88003/35 ' 18+00 19+00 20+00 21+00 22+00 23+00 o, UPRR Tracks ----_--__----_—--__-- =--f --- _--_ _—-_--_----__--__---_--_---__----__--__----__---_--==--F--_----__-- =-=--------------=------=--------------=--------- ------=------- - -- - - -- - - - -- - - -- - - -- - - - -- - - - - -- - - -- - - -- I - - -- - - J - - - ------ - L - - - - -I - —J - - _ -i__ _ 1 _ I _ -i--_ - -- _� -- _--- I_ - -- _ _----_ i __ - - -- ----_ I - - - - -_ i _ _-----i------- L f-------I-------t-------i-------F-------+-------I-------P------H-------I-------t-------i--------------f-------I-------t-------i-------H------+-------I-------P------H-------I-------t------�--------------f-------I-------t r - NOTE : The Contractor sha I I ver i f a controlling field dimensions fk before ordering or fabricating any materia I BY DESIGN Tim Fuller DESIGN OVERSIGHT DETAILS BY Yihong Wan SIGN OFF DATE QUANTITIES BYTim Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHECKED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker PLAN 1 11 =30/-011 CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Note: Earthwork limits i n addition to and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6" sheet End Wa Sta 23+24.28 "RW696" Line Sta 708+50.00 R5 Line 35033 RT A626 PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Makley PROJECT ENGINEER BRIDGE NO. RETAINING WALL 696 54EO100 POST MILES G E N E R A L P L A N N 0. 2 13.2 0 1 z 3 UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 DISREGARD PRINTS BEARING EARLIER REVISION DATES so1��,ori REVISION DATES I SHEET OF >> 02/01/12 150-lol 2 23 FILE => $REQUEST w 0 W 0 J w w Q 0 0 w 0 o - W Q 0 n, w V) W Q z o' Existing Cherry Avenue Overhead Bridge No. 54CO065 # of Pane I s Design H = BW = Begin RW Sx `� 0 L OXO 0 OSS ° OD See Note 1 Existing Cherry Ave OH to remain 19 13 Chain Link Rai I ing 35' 3205' Type 7 (Mod1) 25' 23' Concrete Barrier 10'-011 - Type 736 (Mod1 ), �000 o yp ° \ I Xo� � o B 1 1- 5 6 Top of Wal 1 0 NN, � J I o © ENE, E E E m m g Datum E I ev 1 01 0 0 00 10+00 TYPE 61A-5-100 Signal PoIe, Note 3 Sta 695+32068 11R511 Line 60.12' Rt Begin Wall Sta 10+00 RW696 LOL Cherry Avenue Overhead Abut 2 N The Contractor shall verify a 11 controlling field dimensions before ordering or fabricating any materia I ° DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Lf L� 1 Existing Wing Wa I I to be removed, see "MISCELLANEOUS DETAILS" sheet TLP E I ev 1022.50 Approx OG = FG along "RW696" LOL Existing Retaining Wall 11+00 to be removed, see "MISCELLANEOUS DETAILS" sheet DEVELOPED ELEVATION 1 11=10 -0 Existing Wing Wall footing to be removed, see "MISCELLANEOUS DETAILS" sheet \ \ \ \ \ \ �� \ \ A050 0 \ "RW696" LOL ------------ UPRR R/W +I I N UPRR Tracks Indicates interval i n years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 311 choo+ LEGEND Existing Track to be Removed and Reconstructed ------------- - UPRR R/W Ind* cates I i m i is of 1- welded wire mat Indicates mod i f i ed TLP - Top of I eve I ing pad Pane I ° For deta i I s, see BW - Base width 'PANEL DETAILS NO. 211 sheets panel type designation° For details see 'PANEL DETAILS' and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO° 1 " sheets PANEL LEGEND NO SCALE AI/1TrC` e 1. For MSE wa I I and Abutment joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 311 sheet 2. For Fractured Rib Texture details, see "MISCELLANEOUS DETAILS" sheet. 3° For signal poIe deta i Is, see "ROAD PLANS''. For s i gna I pole foundation in modified welded wire mats, Existing Retaining Wa I I see "PANEL DETAILS NO. 2" sheet footing to be removed, see "MISCELLANEOUS DETAILS" sheet Barrier slab 1027 PLAN II=1 0/_011 0 Tnn n�' IAIr, I I Fractured Rib Texture FG SAMPLE MSE WALL ELEVATION WITH FRACTURED RIB TEXTURE No Sca I e DESIGN BY Tim Fuller ROUTE CHECKED Pete Smith PREPARED FOR THE TOTAL TOTAL PROJECT CHECKED STATE OF C Brett Makley DETAILS BY 604 Y i hong Wang D ' Pete Smith CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller 0 Brett Makley ORIGINAL SCALE IN INCHES 03/29/11 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 SANBAG 1170 W 3RD STREET FILE _> REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 604 624 D ' l 02/01/12 FZOFESSIO RE ISRED CIVIL ENGINEER DATE �o `? 1114 <' 0 Brett Makley Z 03/29/11 NO. C66397 PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALK O�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION A -A 11=1 /—oil /2 BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN N0. DISREGARD PRINTS BEARING REVISION DATES SHEE711 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01A2 1 07/ /10 3 # of Panels 13 10 9 Design H = BW = 32.5' 23' 30' 21 ' 27 0 5' 19 / P, I/1Tr e The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) N Top of Wa DEVELOPED ELEVATION 1 11=10 -0 11 ___--- ----_ __--_ Barrier slab ,\ 1045 �----------- 11RW69611 LOL/ 1035 1040 U P R R R/W u 1027 UPRR Tracks DIST COUNTY ROUTE POST MILES SHEET TOTAL footing to be removed, TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 605 624 T, -,,4D � 4z CHECKED l .: 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o `? Nq<' Makley DETAILS BY Brett Makley Z 03/29/11 NO SCALE No. C66397 PLANS APPROVAL DATE D The State of California or its officers or agents Exp. CIVIL -- ---- D D p- -D- - p--------- SANBAG UNIT: 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 1 2 3 T.Y. LIN INTERNATIONAL NUMBER & PHASE: 08000007441 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND => $REQUEST w -- E E E E- ,� - - and Reconstructed D D - D ----- D Ln c\j -p- ---- ---- --- ---- welded wire mat ,o A •C� A A A A I E E _1028 E E D- D D -------- D ---- D --- ---- p— o q10 A A A A A A A A A A E E E D o o, A A A A A A A A A A A A A A A o A A A A A A A q A A A A A A A o + A A A A A A A A A A A A A A A I o A_ 20 A A A A A A A A A A A A A Ln _ a� A — A q __ A A A A A A A A A A A N A 4o A A q q A -- -A A A A A A A Ar A A o C C C C C - C C C C C' C ChdCrTjC J B B B B B B B B B B B B B U ' Existing ''MISCELLANEOUS Retaining Wa I I to be 11 removed, Approx11 along OG = RW696 FG LOL , see DETAILS sheet TLP EIev 102205 Datum EIev 1010.00 11+00 1 2+00 DEVELOPED ELEVATION 1 11=10 -0 11 ___--- ----_ __--_ Barrier slab ,\ 1045 �----------- 11RW69611 LOL/ 1035 1040 U P R R R/W u 1027 UPRR Tracks DIST COUNTY ROUTE POST MILES SHEET TOTAL footing to be removed, TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 605 624 T, -,,4D � 4z CHECKED l .: 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o `? Nq<' Makley DETAILS BY Brett Makley Z 03/29/11 NO SCALE No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL QUANTITIES ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CAL'<FO ORIGINAL SCALE IN INCHES SANBAG UNIT: 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 1 2 3 T.Y. LIN INTERNATIONAL NUMBER & PHASE: 08000007441 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 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. 311 sheet 11 lu I Vu I cS pane I type des i gnat ion. For deta i Is see 1PANEL DETAILS'' and 1'MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 111 sheets PLAN Existing Retaining Wall 1 11=1 0'-011 footing to be removed, DESIGN BY Tim Fuller see 1'MISCELLANEOUS DETAILS'' CHECKED Pete Smith PREPARED FOR THE --- -� sheet '--------------------� PANEL LEGEND CHECKED STATE OF C Brett Makley DETAILS BY Y i hong Wang NO SCALE DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES 1030 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 i LEGEND => $REQUEST w -- o - Existing Track to be Removed 12+00 ,� - - and Reconstructed o ' Ln c\j Indicates limits of o W welded wire mat ,o •C� TLP - Top of leveling pad Lij I BW - Base width _1028 PLAN 1 11=1 0'-011 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 PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. Li -i 54E0100 RETAINING WALL 696 POST MILES II 13.2 RETAINING WALL PLAN NO. 2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 1 01/ /11 02/01/12 07/ /10 4 23 � AInTr e The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) L I Ki V I VLL n ..l I L i Datum E I ev 1010.00 FOR 13+00 DEVELOPED ELEVATION 035 11__ �� _---- ------------------ _----- RW696 LOL/ - -- Barr i er s I ab ' UPRR R/W 1030 / / J 13+00 CHECKED Pete Smith PREPARED FOR THE POST MILES SHEET I CHECKED STATE OF CALIFORNIA / Mak I ey BY I / 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 I => $REQUEST The State of California or its officers or agents Exp. CIVIL ST P shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet, OF CAL10?' 13+00 UPRR Tracks ------------------ DESIGN DETAILS QUANTITIES •7 1027 ---------- 4- -- - �- - - - - PLAN - 1 "=1 0'-0" 14+00 BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE POST MILES SHEET TOTAL CHECKED STATE OF CALIFORNIA / Mak I ey BY Y i hong Wang / 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 UPRR Tracks ------------------ DESIGN DETAILS QUANTITIES •7 1027 ---------- 4- -- - �- - - - - PLAN - 1 "=1 0'-0" 14+00 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 1 2 0 3/1 4 0 1 606 624 D ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o `? Nq� 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 P shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet, OF CAL10?' 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 t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet i I lu I Vu I cS pane I type des i gnat i on. For deta i I s see 'PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE LEGEND - Existing Track to be Removed - - - and Reconstructed \ - Indicates limits of I -- - -- welded wire mat TLP - Top of leveling pad BW - Base width BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10� 10 0,1/a/11 02/01/12 07/ /10 1 5 Kin-= # of Panels Design H = BW = N MSE Limits of Concrete Barrier Type 736 (Mod1 ) TYPF 1 Limits of Concrete Barrier Type 736A ueslgn H 0 0 00 E - -------------------- D - --- E - ------ D - E - p - D -D- - p ------ - p- ---- --- D ---- Y i hong Wang Pete Smith CHECKED Carol i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT 0 BY Tim Fuller ' A UNIT: A FOR REDUCED PLANS A PROJECT A A E D E D E D E D E 0 �A A A A A A A A A Ln o I+ A A A �A� A A A A A A a� ecLL C B C B C B C B C B C B CHBC B C B Ln B J Note 1 Weepho I e, c Approx�� OG = Typ I J + FFG along RW696 LOL TLP EIev 102205 Fractured Rib BO -3 - ' EIev 1024.003-1 Texture, Typ I c Datum EIev 1 01 0.00 (Bottom of footing, Typ) o 14+00 15+00 DEVELOPED ELEVATION 1 11=10 -0 11 1 iiniei/ i /-\i The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) PLAN 1 "=1 0/-011 DESIGN DETAILS QUANTITIES I Concrete Barrier Type 736A (Mod), Typ Back Face of Concrete Barrier Type 736A, Typ LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 607 624 D l ' 02/01/12 RE FZpFESSIO 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 CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates IntervaI in years from time of construction to t i me of remova I of inspection wire, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet i I lu I Vu I cS pane I type des i gnat i on. For deta i I s see 'PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE - Existing Track to be Removed and Reconstructed \ - Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width Kin=, 1. For MSE wa I I and TYPE 1 wa I I joint detail, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 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. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 10,7/,DT/60 6 ..� —7"/ /-NI1 -4 n n / nll o Datum E I ev 1010.00 16+00 DEVELOPED ELEVATION "RwFo,F" I of i 1 =10 -0 11 MIA1 S 1 ° — T. . 17+00 16+00 � UPRR Tracks 1028 1030 - AInTr e The Contractor sha I I verify a I I controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) PLAN DESIGN DETAILS QUANTITIES LEGEND Existing Track to be Removed I and Reconstructed KinTr e 1 o For Fractured Rib TE see ''MISCELLANEOUS 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 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 Brett Makley Z 03/29/11 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 608 624 D ' l 02/01/12 "'pFESSIONq� Q REISRED CIVIL ENGINEER DATE 4�1 Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 M The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 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 SEC I ION A -A 3/411=1 -0.. U U D L 3 U Z U L BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10� 10 01/ /11 02/01/12 07/ /10 7 w Q 0 II 0 w 0 o - W Q 0 -1 A A/ n I I r e-, n/ -7 11 AInTr e The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Datum E l ev 1 01 0.00 1 17+00 18+00 DEVELOPED ELEVATION 1 =10 -0 11 11RW69611 LOL/ DIA/ r,r.+ i r,ir T\ir� I 17+00 0 PREPARED FOR THE O SHEET 0 CHECKED O Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carolina Lopez -Toro N PROJECT C BY T i m Fuller J I 1 1 1 1 1 UNIT: 2232 U ' PROJECT NUMBER & PHASE: 08000007441 Brett Makley Z 03/29/11 FILE => $REQUEST The State of California or its officers or agents Exp. CIVIL ST TF shall not be responsible for the accuracy or q 1 �1028� C UPRR Tracks 18+00 1 030 -�- - - - -�- - - - --- I- - - - - I- - - - - -I - - - - -� DESIGN DETAILS QUANTITIES PLAN - 1 11=1 0/-011 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 Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION I PROJECT ENGINEER BY T i m Fuller ORIGINAL SCALE IN INCHES I 1 1 1 1 1 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 1 2 0 3/1 4 0 1 609 624 D ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o `? Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 The State of California or its officers or agents Exp. CIVIL 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 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND - Existing Track to be Removed and Reconstructed BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10� 10 01/ /11 02/01/12 07/ /10 8 .. r n n / -7 11 7L Kir)TC e The Contractor sha I I verify a I I controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) a) C C_ U 0 -t-- I UUTUIII LI(�_V I V I LIGV 1 vC__vovv I ::E V ►o 19+00 20+00 DEVELOPED ELEVATION 1 11=10 -0 11 I 11�In�cncll I nl / DIA/ i r,r T\ir-� R0 um�wJ UPRR Tracks DESIGN DETAILS QUANTITIES 1030 PLAN - 1 11=1 0'-011 BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION T i m Fuller Caro I i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 I Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 610 624 D l ' 02/01/12 FZOFESSIO 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 q C I I L V 1 completeness of electronic copies of this plan sheet, ST TF of cALJFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND - Existing Track to be Removed - - - and Reconstructed BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. 7 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10/ 10 01/ /11 02/01/12 1 07/ /10 1 9 23 a n, w V) I I w Q Limits of Concrete Barrier Type 736A r- r-, n / -711 Limits of Cable Railing AInTr e li UUTUIII r-I(:�V IUIU.UV i — -- --- I � 20+00 21+00 DEVELOPED ELEVATION Begin modified Type 1 wa I I Sta 20+55 "RW696" LOL "RW696" LOL/ UPRR R/W 20+00 1030 1 =10 -0 11 End mod i f i ed Type 1 wa I Sta 21 +04 RW696 LOL RW footing, Typ UPRR Tracks 21+00 Limits of standard tvDe 1 RW Sta 20+55 11RW696" LOL Concrete Barrier Type 60, see ''ROAD PLANS'' ---------- -- ---------------1 \--------------- 1----- 1 See "DETAIL A'' I o LO CV C U — 1 033 I - - - - - - - - --- - - - - --I-- - - - -- I -- - - - - --N r - The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) PLAN 1 "=1 0/-011 DESIGN DETAILS QUANTITIES LEGEND rrt - Existing Track to be Removed - and Reconstructed N85033/43"E 1 ", I i m i is of modified type 1 RW DIST COUNTY ROUTE POST MILES SHEET TOTAL CHECKED STATE OF CALIFORNIA Brett TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 1 624 D ' UNIT: l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 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 P shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet, OF CAL104 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barr i er (Type 60) 9 see "ROAD PLANS" B 111 Expanded _ polystyrene o I #5 r1 32 Wall Exp Jt C\j KBO -3 ----------- 3- = Ln ---------------------------------------------------------------------------- 21 +00 Type 1 wa re i nf, typ Continue standard A re i of G, wa I I front face, maintain 2" C I r DETAIL A 3/^11=1 /—o11 NOTES Sta 21 +04 RW696 LOL Limits of Concrete Barrier Type 736A 1 o Footing not shown for clarity. 2. Not all re i of shown for clarity. For re i of not shown, see (B11-47 3. For "SECTION A -A" and "SECTION B -B", see "RETAINING WALL PLAN NO. 9" sheet. 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 BI Limits of standard type 1 RW and w cable rai I ing BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 07/ /10 10 w 0 w 0 w 0- w w Q 0 I I 0 w 0 w w Q 0 N Kin-= = along "RW696" LOL �,. , u L- I c V I UL o V� .....�, ,.. , .., 3-1 C- -0 - U I Datum E I ev 1010.00 0 22+00 23+00 DEVELOPED ELEVATION Concrete Barrier Type 60, see "ROAD PLANS" 3p -- ----------------------------------- RW696 LOL/ 10 ---- ------------------------------------------- ------------------ End Wall RW footing, Typ Sta 23+24.28 L-------------- / ----------------------- 0 22+00 o N N C U The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) � UPRR Tracks 1034 23+00 UPRR R/W DESIGN DETAILS QUANTITIES PLAN - 1 "=1 0'-0" 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 T i m Fuller ORIGINAL SCALE IN INCHES 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 1 2 0 3/1 4 0 1 612 624 D l ' 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� 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 CALJFO P LEGEND Const Jt #5 `i' N Vertical back face Wall re i of , ty� RW696" LOL Concrete B< Type 60, see "ROAD F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 - Existing Track to be Removed and Reconstructed - UPRR R/W 1'-53/4" Min and varies B3-1 LOL SECTION A -A Y2 =1 -0.. "RW696" LOL Concrete Barrier Type 736A 5 x 6'-6" @, 16 #5 Cont, Tot 2 0 5 F-1 @, 12 5 F--1 SECTION B -B 1�2=1 ,_0.. Retaining Wall BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10� 10 01/ /11 02/01/12 1 07/ /10 1 11 w Q 0 II 0 w 0 o- w Q 0 See Note 1 See Note 2 Finished Grade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION i.�%Tr _ Filter Fabris wrap around DETAIL "A" 4" 0 drain 3" Uns I otted Plastic Pipe 3" min. SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa I 1. 1 Cut hole for 3" pipe Cap-typ See Note 2 Face e MSE pane 3" Slotted Plastic Pipe. See Note 2 Note 1 Tee Connection FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) Notes: Bond to Geocompos i to E A Drain No Scale 1 o For vertical joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets 2. Permissible location of weakened plane and expansion joints � o Level or sloped toward wa I I Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale B0-3 Alternative to bridge deta i 1 3_ 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 Ip adjacent to sidewalks or curbs, provide 4" plastic pipe under the sidewalk to discharge through curb face Exposed wa I I dra i ns sha I I be I ocated 3"± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining 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. The Contractor sha I I verify a I 1 controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Fractured R i b valley, Note 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 3 624 D l ' 02/01/12 �OFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� 0 Brett Makley Z 03/29/11 PLANS APPROVAL DATE � No. C66397 � Exp. � Face o fa n e I The State of California or its officers or agents ST CIVIL P p shall not be responsible for the accuracy or q or Wa I I completeness of electronic copies of this plan sheet. TF OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 FRACTURED RIB TEXTURE DETAIL 2,_0..+ Existing Cherry Avenue Overhead abutment to remain —t--------�� +1 QQ M Top of footing Elev 1020087± Varies from 1/-8"+- to 2'-1 0"± Existing Cherry Avenue Overhead abutment footing to remain BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller No Sca I e 28 0"+ 22 0"+ 22 0"+ H=18' H=16' H=14' 1 7 7'- 0"+ 22'-0"± H=12' LEGEND 22 0"± H=10' - Indicates Remove Retaining Wal I, Location B - Indicates Existing Concrete 22'-0"± H=8' Varies from - 1/-2"* to Im-10"* ... Elev 1020.87* Qr' WINGWALL AND RETAINING WALL REMOVAL ELEVATION vis _o il 39'-0"+ H=6' E I ev 1021.53-+ +1 M 27'-0"+ WINGWALL AND RETAINING WALL FOOTING REMOVAL PLAN Y1611=1 /-Oil Li 0 II 0 w 0 o - W Q 0 CHECKED Pete Smith PREPARED FOR THE BRIDGE NO. RETAINING WALL 696 V) CHECKED STATE OF C Brett Makley 54E0100 POST MILES Pete Smith PROJECT ENGINEER II cHCcaroI ina Lopez -Toro DEPARTMENT OF TRANSPORTATION M I S C E L L A N E O U S D E T A I L S Q 13.2 ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF � FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 07/ /10 1 2 23 � FILE _> REQUEST #4 @, 8" Max stagger on each side of #4 vertical k 6" Li' Top soi re i of . mesh N �L Bottom so 0 re i of . mesh, > see Note 1 o U) * aD c .L 0 TYPE "D" TOP PANEL 1 "=1 '-0" 6" where mat spacing is G 2'-6" N1nTC C - x C 0 N in FEE L U Ln N .L #4 -`1 1_ r------ 0 N #4 @, 8" Max stagger on each side of #4 vertical bars--�---- U = M � TYPE "E" TOP PANEL 1 . Omit bottom soil reinforcement mat 1 "=1 -0" when spacing between top and bottom mat is less than 9" 2. Omit intermediate soiI reinforcement mesh when spacing between top and intermediate mat is less than 6" 3. See "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO.1 " sheet for panel TYPE "A", "B" AND "C" 4. Architectural Treatment not shown Top so i reinfo mesh Intermediate soil reinfo mesh, see Note 2 Bottom so reinfo mesh 0 4- x . o C: O N Q0 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 61 4 624 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 27.5 30 32.5 35 BW 11 12 14 16 18 19 21 23 25 29W1 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 OW 1 xW1 1 +6"x24" Reinforcing Mesh 29W1 1 xW1 1 +6"x1 2" 2@,W1 1 xW1 1 +6"x1 2" 3@,W1 1 xW1 1 +6"x1 8" 4@,W1 1 xW1 1 +6"x24" 5@,W1 1 xW1 1 +6"x24" 5@,W1 1 xW1 1 +6"x24" 2@,W1 5xW1 1 +6"x30" 3@,W1 5xW1 1 +6"x30" 4@,W1 5xW1 1 +6"x30" configuration, from the top down �� �� 1 @,W1 1 xW1 1 +6 x1 8 �� �� 1 @,W1 1 xW1 1 +6 x1 8 �� �� 3@,W1 1 xW1 1 +6 x24 �� 1 @,W1 1 xW1 1 +6"x30 1 WW1 1 xW1 1 +6"x24" 2@,W1 1 xW1 1 +6"x24" * Mesh configuration = # of mats @, longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing KI(1TC - The Contractor sha I I verify a controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES 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 Caro I i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 PANEL DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 13 23 n, w V) I I W Q 311 min clr Typ See Note 1 3'-01' dia CIDH pile centered between welded wire mats, see ''ROAD PLANS'' B C 9" 5 spaces 5 spaces 9" @,6 96 PLAN OF MODIFIED PANELS 11=1 /_011 2 L 3 I/2 x 3 I/2 x 716 ASTM A36M Galvanized The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Slot 7/g" x 1" 4 locations Type 61A-5-100 signal pole, see ''ROAD PLANS'' a o a a o 0 Longitunial wires, Typ SECTION A -A I/2••=1 /_011 b car 2�- car 3/_0" PANEL CONNECTOR DETAIL 311=1 /_011 Transverse wires, Typ Modif ie p a n Panel Connector Typ Modified Type ''All panels Deta i I A Mod if i ed Type I'D'' pan - ' Pane Connector Typ ( Bottom of top panel Mod i f i e( Type ''A __________ panels Longitudinal wires, Typ SECTION B -B I/211-1 /_0.. DETAIL A 311=1 /-oil ---------- Bottom of top panel SECTION C -C I/211-1 /_0.. wire connector mat Longitudinal wire bolt, id i nsta 11 DESIGN BY Tim Fuller ROUTE CHECKED Pete Smith PREPARED FOR THE TOTAL TOTAL PROJECT CHECKED STATE OF C Brett Mak I ey DETAILS BY O Y i hong Wang D ' Pete Smith cHCarolina Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES z Brett Makley ORIGINAL SCALE IN INCHES 03/29/11 UNIT: 2232 M FOR REDUCED PLANS U) 0 NUMBER & PHASE: 08000007441 SANBAG 0 FILE 0 0 0 0 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 E N 3 0 0 0 0 0 0 Slot 7/g" x 1" 4 locations Type 61A-5-100 signal pole, see ''ROAD PLANS'' a o a a o 0 Longitunial wires, Typ SECTION A -A I/2••=1 /_011 b car 2�- car 3/_0" PANEL CONNECTOR DETAIL 311=1 /_011 Transverse wires, Typ Modif ie p a n Panel Connector Typ Modified Type ''All panels Deta i I A Mod if i ed Type I'D'' pan - ' Pane Connector Typ ( Bottom of top panel Mod i f i e( Type ''A __________ panels Longitudinal wires, Typ SECTION B -B I/211-1 /_0.. DETAIL A 311=1 /-oil ---------- Bottom of top panel SECTION C -C I/211-1 /_0.. wire connector mat Longitudinal wire bolt, id i nsta 11 DESIGN r• roti ��� DIST BY Tim Fuller ROUTE CHECKED Pete Smith PREPARED FOR THE TOTAL TOTAL PROJECT CHECKED STATE OF C Brett Mak I ey DETAILS BY 61 5 Y i hong Wang D ' Pete Smith cHCarolina Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller Brett Makley ORIGINAL SCALE IN INCHES 03/29/11 UNIT: 2232 M FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 SANBAG 1170 W 3RD STREET FILE _> REQUEST r• roti ��� DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 5 624 D ' l 02/01/12 FZpFESS1 RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 W No. C66397 PLANS APPROVAL DATE M Exp. The State of California or its officers or agents CIVIL P ST TF shall not be responsible for the accuracy or q 1 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 1 o Place weIded wire mats to fac i I i tate dri I I ing of CIDH pi leo 2. Limits extend to first row of mats below bottom of CIDH pile. 3. For panel and welded wire mat details not shown, see elsewhere i n plans. 4. Fractured Rib Texture not shown BRIDGE NO. 54EO100 RETAINING WALL 696 POST MILES 13.2 PANEL DETAILS N0. 2 DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 10� 10 01/ /11 02/01/12 07/ /10 14 w II 0 W 0 J 12- W i� %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 _Q0 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 12.3/14.1 616 624 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 696 BRIDGE NO. BRIDGE MECHANICALLY STABILIZED EMBANKMENT 54EO1 01 POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 173 USERNAME => $USER DETAIL NO. 1 REVISION DATES (PRELIMINARY STAGE ONLY) /1 10/ /1 d 1 / /11 2/01 /1 SHEET OF 15 23 $REQUEST i w COUF Transverse wires W11 I_ 5 spaces Q 6" Longitudina w i res 50 Note10 n PLAN OF PANEL WITH WELDED WIRE MAT No scale Notes: 10 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 611 spacing, of various sizes, as shown elsewhere in plans. GENERAL NOTES (MSE WALLS) Live loading: Surcharge = 240 Ib/ft2 Soil parameters: Internal design 340, y = 120 I b/ft3 External design (� (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 = 369000 psi (Yield strength) Corrosion rate = 1.1 m i l s/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 of ckness = 1/41' t i re mat )wn DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 R IS ERED ENGINEER — CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 617 624 O Q�OFESSION q� 0 Brett Makley z LU No. C66397 M PLANS APPROVAL DATE Exp. 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 CALIV3 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 1 A q •e e� STANDARD DRAWING STATE OF BRIDGE NO. APPROVED BY K. GR/SWELL RELEASED BY F?OBERTO LACALLE DIVISION OF 54E0100 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 o 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 E A 4 6 8 0 01 EARLIER REVISION DATES so 3/ /1 7/ /1 10/ /1 1/ /11 2/01/1 16 23 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 618 624 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 1 A q •e e� STANDARD DRAWINGBRIDGE 1O Revised detail STATE OF DIVISION OF NO. 54E0100 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 / /11 1 2/01 /1 17 23 USERNAME => $USER $REQUEST LJ 0 W 0 J IL LJ SECTION AT TOP OF WALL WITH BARRIER SLAB AND CONCRETE BARRIER Concrete Barrier Type 732 (Mod) 1'-5" Concrete Barrier 1/ -53/4" Type 736 (Mod) Layout Line - Barrier Slab Top of Wa I I o III - o t9 I "c" bar = #6 X 49'-2" CSI Cil O11 O HMA Overlay on barrier slab, see "ROAD PLANS" 2'Cir 2 7 Fractured Rib Texture - Face panel See Note 4 2•• CV I CV 6 / -0" Cable railing Std CLCha i n I ink fence > i gnat i on 1 0 nation 10 #4 tot. 11 Ccc:: 9 a a- Bar designation a i CV U 0 I _ L rn U 1-'Wi 1 II 1 II 1 II I 1 a be a be a be a- - Bar des i gnat i on 0:� --- ------------------ #5 1'-0" 6 Spaces @, 6" 3" 4 min #5_ 1'-0" --------------------------- SECTION AT TOP OF WALL WITH BARRIER SLAB O WITH PAVING NOTCH AND CONCRETE BARRIER STANDARD DRAWING APPROVED BY K. GR/SWERELEASED BY LL F?OBERTO LACALLE A FILE x s 1 3 02 0- T 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) Layout line — Plan 1311-47 or 'Kd. Plan B11-7 4" x 5" 9" or 5" 0 x 9" post p ket Top of wa o 14 15 � I 2" cIr,typ #4 F a 1 ' -0" 'except 2spaces at 6" each side of post pocket§ V-311, -311 2/ -oil a• L_ c X E o FG Concrete gutter Std. Plan 133-9 21/2 c I r, typ 412" exten, 1 -3" min into fac pane Face pa el SECTION AT TOP OF WALL 0 WITH COPING AND GUTTER CONCRETE BARRIER TYPE 60D (MOD) AT FACE OF MSE WALL Welded Wire Mats O DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS 08 SBd 10 14.8/15.5 619 624 Ft0 F E S S ION q� R IS ERED ENGINEER - CIVIL Brett Makley z 03/29/11 CC No. C66397 PLANS APPROVAL DATE i, 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�`�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 NOTES RIVERSIDE, CA 92507 10 Clearance to reinforcing steel in concrete barrier to be 1 2. Not all barrier reinforcement shown. 3.No expansion joints in concrete barrier or barrier slab within MSE wall limits. 4. Specific concrete barrier to be utilized as shown on typical section elsewhere in Pro j ect P I ans 5.Install cable railing or chain link fence when indicated in Project Plans. LEGEND: 10 1" Expanded polystyrene. 02 2" Expanded polystyrene. Recess expanded polystyrene 2'' Into barrier slab. (5) Contact joint. 04 Welded Wire Mat Soil reinforcement. 05 #5 L a 1'-4" (To be in place prior to 6/4 barrier slab concrete). 06 #5@, 8" (To be in place prior to 6/4'' barrier slab concrete). 07 #5 �@1 1 / -0" (0 3/-411 08 #5 4' -71'a 1 ' -0" bundled with 90 bars (�)#5 1 @1 1 ' -0" O1 011 a 11bar = #6 continuous . ''b'' bar = #6 X 59 -0 "c" bar = #6 X 49'-2" Place "b" and "c" bars at beginning and ending ends of barrier slab. O11 O HMA Overlay on barrier slab, see "ROAD PLANS" ipacted 1 2 4/-0" wide pavement reinforcing fabric. lal 13 Except 9" when coping and barrier slab occur along the top of the some wall. 14 Except 2'-0" when coping and barrier slab occur along the top of the same wall. 1 5 I/2" expansion joints i n coping at every fourth panel joint. 0 SPECIAL DETAILS 1 Revised detail STATE OF DIVISION OF 2 Revised note CALIFORNIA 3 Removed detail 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 EA 468101 RETAINING WALL 696 BRIDGE NO. BRIDGE MECHANICALLY STABILIZED EMBANKMENT 54EO1 01 POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 173 USERNAME => $USER DETAIL N0. 4 REVISION DATES (PRELIMINARY STAGE ONLY) /1 10/ /1 A 1 /11 21011121 SHEETI OF 18 1 23 $REQUEST w Layout IinP C N C - Mi Leveling Note 1 2/ 2/ � 8" Underdrain 0. LIMITS OF EXCAVATION No Scale Existing ground line — 2/ _Oil O C 8 11Underdrain 0. SLOPING FINISHED SURFACE above Elev. top ded wire mats 2 0 Note 1 2/ _oil FS or excavation limits EXCAVATION 1 Q0 3/ -01� OUTLET PIPE 3/ CLEANOUT PIPE BACKFILL OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN No Scale ABBREVIATIONS OG Original ground 171-1 FS Planned finished surface GP Planned grading plane CL' 8" Underdrain ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS SBd 10 12.3/14.1 620 624 E S S ION q� R IS ERED ENGINEER — CIVIL 0 Brett Makley z 03/29/11 CC No. C66397 PLANS APPROVAL DATE Exp. 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�`�~ti 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 NOTES: Limits to FS except to GP when in roadway section. LEGEND 2. Locate 8'' perforated underdrain below bottom level of welded wire mats. Limits of structure excavation 3. Maximum spacing of outlet pipes is 200 ft. Limits of structure backfill 4. At sa ys in profile of underdrain, install outlet Limits of permeable material pipe or each direction of flow. 2 Note 1 2/ -oil- L to 2 16 / -oil I� �_ 8'' Underdra i n 1 ROADWAY SECTION WITH 1 � / 0 BASE WIDTH LESS THAN 16 LIMITS OF BACKFILL SPECIAL DETAILS No Scale RETAINING WALL 696 STANDARD DRAWING O Revised detail STATE OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY F?OBERTO LACALLE DIVISION OF 54 E 0100 FILE W3 -020-6e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE REVISED DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO. 6 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 D3/ /1 7/ /1 10/ /1 1/ /11 210111 19 23 USERNAME => $USER $REQUEST i w BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT SHEET No TOTAL SH 08 SBd 10 12.3/14.1 621 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) N Vertical control based on NAVD-88 (NGS NAVD88) 4 705 6 7 8 9 02/01/12 Pt 1010 2 9 7 g 700 3 Q�OFESSjO� REGISTERED CIVIL ENGINEER DATE �o q� ° N: 1846472°883 E: 6716510°983 Elevation: 1054°523 695 6 "I-10'' LINE �z SET MAG NL & FLASH FOR AT 4 705 6 7 g 9 s.PIRATHIVIRAJ 03/29/11 rn Pt. 5001 695 6 7 8 700 1 2 "R5" 8" 3 � N0. C71662 PLANS APPROVAL DATE EXP, 12/31/13 N: 1846561 .879 E: 6716362.130 E I evat I on: 1025.534 821 LINE The State of California or its officers agents SETREBAR �W/''AECP LS 4430'' PLUG 30' +/- SLY OF RAILS 9 A-09-003 A-09-1 26 s shall not be responsible for the accuracy or Tqr y CIVIL 100' +/- W L Y OF CHERRY RW 696 completeness of scanned copies of this plan sheet. F OF CALIVO� Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1027°134SET SANBAG LS 430' R �BAR'WY PLUG 30 +/- SLY OF RAILS, PLAN 1 1 70 W 3RD STREET SAN BERNARDINO, CA 92410 OFCCHERRY 300' 1" - 80' EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E NOTES FOUNTAINA A 92708 (1) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007). (2) 2°4" samples were taken using a California Modified Sampler. (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 California Ring Sampler blowcounts +1 00 Ln +_ �00 Ln "I-10" Line o _ A _ 0 003 STA. 698+99±9 64RT± +1060 +1060 EI. +1057°5 ft � 6 Asphalt Concrete SILTY SAND with GRAVEL (SM) : very dense, olive, moist, little fine GRAVEL, mostly 4611:. OM coarse to fine SAND, I i tt I e fines, noneIastic, weak cementation +1050 T.16312.4 +1050 2 ~° M UW SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to A —09-126 31 1.4 3 M PA fine SAND, little fines, nonplastic, weak cementation N/A 1 .4 4 11% coarse to fine GRAVEL, 68% coarse to fine SAND, 21% fines E I . +1042.0 ft +1040190/11 2°4 5 UW 36 1 .4 6 Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown moist, little+1 coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak 6 Asphalt Concrete 9 Base SILTY SAND SM): very dense, olive, moIst, few fine mostly coarse to fine SAND, little fines, nonplastic, GRAVEL, weak 040 90/11 2.4 7 UW O cementat i on SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little f i nes, nonplastic, weak cementation 63 1 .4 1 ° OM CR cementation 13911.4L 8 ~ OM +1030 ,: becomes very dense Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little 50/6 2.4 2 Bulk 1 0 SE +1 030 ^ 55 2°4 9 M UW OO coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 27 1 4 M becomes dense F cementat i on .4 M 57 1.41 0 SILTY SAND (SM):dense, oIive-brown moist, trace fine GRAVEL, mostly coarse to to -fine SAND, little fines, nonpIashic, weak cementation .z dark brown D +1020 -brown, moist, little fine GRAVEL, SILTY SAND with GRAVEL (SM): very dense, olive +1020 0 78 2.4 11 : ; 0 UW DS PA most I y coarse to fine SAND, I i tt I e fines, nonplastic, I ast i c, weak cementation 26 1 .4 6 t' M 0 Poorly graded SAND with GRAVEL SP : dense, olive -gray,, z a w Poorly graded SAND with SILT and GRAVEL (SP -SM): dense olive -brown dry, 43% coarse to f i neGRAVEL, 52% coarse to f i ne SAND, 5% f i nes, nonplastic, weak 'cementation , dr little coarse to fine GRAVEL most) coarse to fine i J 58 1 ° 4 12 t. OM 50/4 2.4 7 ';' OM UW SANG, trace fines, nonp I ast c, weak cementation becomes dense, LU +1010 ;: Poor I y graded SAND with GRAVEL (SP ): very dense o I ive- ray dry, I i tt I e coarse to ' very no recovery +1010 fine GRAVEL, mostly coarse to f i ne SAND, trace f i nes, nonplastic, weak cementation REF /4.512.4113/1. OM UW No Recovery, 5'' cobble ecountered 68 1 .4 8 50/6 1 °4 14 `OM50/6 2.4 9 L..'OM UW +1000 +1000 REF /6 12. 4 15 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to 150/5 11.4 10 16311 41 16 OM fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation +990 Terminated at EI. 996.0 Drilled on 9/16/2009 ft REF /6" 2.4F-11 `' OM UW becomes moist +990 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Dri I I ing 165 1.4 12 +980 50/5 2°4 13 -OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): very +980 PROFILE dense, olive -brown , moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIastic, weak �� VERTICAL 1 = 10 Terminated at Drilled on E I. 981 .0 ft 10/21/2009 cementation HORIZONTAL 1 " = 20' Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +970 +970 Stationing along ''I-10'' Line 695+00 696+00 697+00 698+00 699+00 700+00 R. Zezoff DRAWN BY J. Fang R° Jie PREPARED STATE OF FOR THE CALIFORNIA S. Pirathiviraj BRIDGE NO. 54EO100 R E T A I N I N G W A L L 696 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /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 2 3 UNIT: PROJECT NUMBER & PHASE: 2232 DISREGARD PRINTS BEARING 08000007441 EARLIER REVISION DATES CM103/ REVISION DATES SHEET OF 10 07/ 10 10/ 10 01 /ii 02/01/12 1 1 1 1 20 1 23 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w Q 0 EO 0 LU 0 0 - LU a 0 CL w V) W r BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT SHEET No TOTAL SH 08 SBd 10 12.3/14.1 622 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) N Vertical control based on NAVD-88 (NGS NAVD88) 4 705 9 6 7 8 02/01/12 Pt 1010 7 g 700 1 2 9 3 Q�OFESSjO� REGISTERED CIVIL ENGINEER DATE �o q� ° 695 N: 1846472°883 E: 6716510°983 Elevation: 1054°523 6 "I-10'' LINE �z SET MAG NL & FLASH FOR AT A-09-1297 4 705 s.PIRATHIVIRAJ 6 8 03/29/11 695 PN: 6 7 8 9 700 1 2 ® 8�� No.—C71662 ❑ A-09-1 30 PLANS APPROVAL DATE M 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 ''R5'' LINE EXP, The State of California or its officers or agents 12/31/13 SETREBAR �W/''AECP LS 4430'' PLUG 30' +/- SLY OF RAILS9 sT shall not be responsible for the accuracy or q TF CIVIL P �. 100' + / - W L Y OF CHERRY RW 696 completeness of scanned copies of this p / an sheet. OF AL VO Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34 A Oil SANBAG SET R �BAR'WY OFCCHERRYLS 430 PLUG 30 +/- SLY OF RAILS, PLAN 1 1 70 W 3RD STREET SAN BERNARDINO, CA 92410 300' 1" - 80' EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E NOTES FOUNTAINA A 92708 (1) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" samples were taken using a California Modified Sampler. (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 California Ring Sampler blowcounts "I-10" Line STA. 707+51±9 76RT± +1 F- 0 +7 Qo c_ + +1040 �o +1040 o¢ A -09 -130 A-09-129 EI. +1031.6 ft 8 +1030 El. +1029.0 ft ® -SILTY SAND (SM): medium dense, ,brown to dark olive -brown, dr few few coarse to —+1030 -SILTY SAND with GRAVEL (SM): medium dense o I i ve-brown dry little coarse to fine fine GRAVEL, mostly coarse to f 1 ne SAND, little fines, nonp I ast 1 c, weak cementation GRAVEL, most I y coarse to fine SAND, I i tt I e fines, nonp I ast i c,'weak cementation 13 1 .4 F,_ OM 12811.41=. Poorly graded SAND with SILT and GRAVELSP-SM): dense, olive -brown, moist, I i tt I e coarse to fine GRAVEL, to fine SD, few fines, +1020 mostly coarse nonplastic, weak cementation 59 .4 2 eII;graded GRAVEL with SILT and SAND (GW-GM): Well -graded dense, olive-gray, Iive;gray, dry497. coarse --+1020 +1020 78 2.4 2 MPoorl grad d S ND with GRAVEL (): ry d nse oIiv - ray, dry, 40/ coarse to fine Bu I k 0 to fine GRAVEL, 46% coarse to fine SAND, 5% fines, nonplastic, weak c,ementation 0 GRAVy, 56% coarse to fine SAND, 4% fines, nonpIstic, weak cementation ME SILTY SND (SM): brown, dry, few mostly coarse to fine SAND, No Recovery little fines, nonplastic, weak cementation 13411.41 3 REF /4 2.4 4 O Poor I y graded SAND with GRAVEL (SP): very dense, o I 1 ve gray, dry, I 1 tt I e coarse to +1010 ; : fine GRAVEL, most I y coarse to fine SAND, trace f i nes, nonplastic, I ast 1 c, weak cementation +1010 REF /5" 2.4 4 ':OM No recovery Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, gray, dry,. I ittle 16011.41 5 OM coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIast1c, weak m 72 1 .4 5 cementation D +1000 /4 2.46 50 .4 6 SILTY SAND ;tdense, olive -brown dry, few coarse to fine GRAVEL, mostly coarse to fine S,11tIe fines, nonpIash,c, weak cementationREF +1 000 ~z < -GM): very dense, olive -gray, dry, mostly PoorIy rad d GRAL with SILT and S ND(GP qo a Terminated at coarse fine GRAVEL, some coarse to fine SAND, few fines, nonplastic, weak cementation Terminated at EI. 1000.1 ft . . Dr i I led on 9/25/2009 Dri I led on Hammer Energy 9/25/2009w Ratio (ERi=75%) =75%) +g 9 p Hammer Energy Ratio (ER i =75%) LU Groundwater not Encountered During Drilling Groundwater not Encountered During Drilling +990 +980 +980 +970 +970 +960 +960 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along ''I-10'' Line 702+00 703+00 704+00 705+00 706+00 707+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE S. Pirathiviraj CALIFORNIA BRIDGE NO. 54EO102 R E T A I N I N G W A L L 696 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 2 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: 2 3 PROJECT 2232 DISREGARD PRINTS BEARING NUMBER & PHASE: 08000007441 EARLIER REVISION DATES CM103/ REVISION DATES SHEET OF 10 07/ 10 10/ 10 01/ 11 02/01/12 1 1 1 1 21 1 23 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 LU 0 LU 0 J IL W a w Q EO 0 LU 0 0 - LU a 0 CL w V) W r 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 0 C 000 C' op0< c 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. along sleeve friction 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 pressure measured 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 C O 0 U O Top Hole EI. 00 00 Blows per 12'' 30 0 0 0 0 (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: 0()/1 F)/n01 +C) 1 o/21 /n9 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 O 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 15180/09 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 12.3/14.1 623 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 03/29/11 u 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 F C 0 PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Hole I.D. 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. along sleeve friction LU 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 pressure measured 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 . C O 0 U O Top Hole EI. 00 00 Blows per 12'' 30 0 0 0 0 (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: 0()/1 F)/n01 +C) 1 o/21 /n9 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 O 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 15180/09 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 12.3/14.1 623 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 03/29/11 u 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 F C 0 I- Hole I.D. o Top Hole EI. � 0 J Pressure measured Q_ along sleeve friction LU element (34.88 int Pressure measured area) divided by on tip element pressure measured (2.33 i n 2 area) on tip element. LU Q EO 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (MPa) 200 0 Boring DateLU 0 1 n CONE PENETRATION TEST (CPT) SOUNDING w a 0 BRIDGE NO. Li 54EO100 RETAINING WALL 696 V) POST MILES 13.2 LOG OF TEST BORINGS 3 0 F 4 w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03/08 10 07/10 10/10 01 /11 02101112 1 1 1 1 1 22 1 23 1 v� CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 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 DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 0)/1 F)/n01 +C) 1 o/21 /n01 IN OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FFORGINAL REDUCEDALE PLANS INCHES I 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 ) SPressure 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 DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER 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 12.3/14.1 624 624 02101112 �oFEssjo 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 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 CAL10' 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. 54E.01 00 POST MILES 13.2 L 0 G RETAINING OF TEST WALL 696 BORINGS 4 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 103/ 10 07/ 10 10/ 10 Oi / 11 02101112 1 1 1 1 1 23 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU w Q 0 EO 0 LU I- 0 0- w a 0 CL w V) 4w Q OF z 23 w