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HomeMy WebLinkAbout5109 Cherry Ave. Overcrossing Widening+4065% PVCC 27+00000 Elev 1051040 600000 VC EVC 33+00000 Elev 1053035 R/C = -10442%/Sta PROFILE GRADE No Scale BB 1 1 1'-1 "± RW 21 (Measured along "C" Line) -4.00% W LEGEND ------ - Existing structure - New structure - Indicates direction of traffic - Indicates Point of minimum vertical clearance - Bridge Removal (portion), Location A (E) Existing Track ----------- - (P) Proposed Track Min vert C I r - �� , - (RR) Remove and re -construct 23 -11 ± --I Track Exist UPRR Tracks -) Proposed UPRR Tracks _ _ f _ _ _ _ _ _ _ _ - (R) Remove Track Approx OG = FG ---- ---- ---- Approx OG along "C" Line -- --' o� a hr- 20" Fuel line 4 L.-4 I _4 r-4 r_a r-F_HP1 4x89 k_1 _J ---- =__ L --- =_==L — _J____1 =_iii �� (Kinder Morgan) Stee I Piles (to be protected in place) Datum EIev=1000000' 28+00 Abut 1 29+00 Abut 2 30+00 Exist Level 3 1 '-1 1/4"± 1 0'-6'+ Fiber Opt i s - 1 611 Fuel l ine (Kinder Morgan) (to be relocated) 9'-0ll+ (to be protected in place) RW 680, See CURVE DATA "RETAINING WALL 680" plans MIRRORED ELEVATION No. R p T L 10 7998000 04°08'51" 289061 578096 02 8077000 00048'25" 56088 113076 AVENUE OVERHEAD 31.00 122014/04'' 6009 12.03 1 11 29+71 068 ti 85068' Lt "C" Line a I n 71-x" w -0 1" lI -� S53° 1 8'29"E Traffic S I gna I 1'" Sta 29+75029 - R=31 0 00 84.20 Lt, see RW 21 51 See UPRR Tracks - - I �;', "ROAD PLANS" "RETAINING WALL I I; I 0 Chain Link 21" plans A — I > A Rai I ing Toe of Slope Type 7 S57012/191 PRC 29+56059 1� 2 (Mod1 ), Typ R=8077.00 i 79 0 0' Lt Conc BC 28+43093 Barr i er - 2 Type 26(Mod1 ) PT 27+87.08 0 "C" Line �_ 74. 0'Lt 7911 0' Lt EC 29+68021 PC/PS Conc C Line C Line = -� Skew=O° 59'42"± 81 .32/ Lt "C" Line I -G I rders, Typ Structure I I I I LO PCC Sta 33+27032 Approach Type N (30D) (Mod) I I Skew=O° 09'00"± r 7 Structure N03° 42, 0611w "C" Line BC Sta 27+48036 BB Sta 28+62026± Elev 1057004± Structure - Approach Type R(30D) (Mod) Top of s I ope ---" +1 "RETAINING WALL 22" plans Exist Wingwal NOTE: to rema I n The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BY DESIGN Arash Monsefan DESIGN OVERSIGHT BY DETAILS Oscar CO I CO I SIGN OFF DATE QUANTITIES BYTim Ful ler DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ■ .► CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana Min & Var A I/NTr f- .. U - Paint "BRIDGE NO. 54CO065" Paint "CHERRY AVE OH" Remove Existing Concrete Barrier & Steel Railing ® - Remove Existing Concrete Barrier, Steel Railing & Chain Link Railing Type 7 Replace with Concrete Barrier Type 736 (Mod1) & Chain Link Railing Type 7 (Mod1 ) 05 - Remove Existing AC overlay and replace with Polyester Concrete and PCC Overlay I ITT T T T r n U- 6-5'' Electrical Conduits ( Southern California Edison) O - 12'' Dia Water Line in 20" casing (Fontana Water) O - Future Utility Opening 4O - 6-11/2" Conduits for Fiber Optics 5O - 2-5" Conduits for Future Utilities O- 3'1 S 19na I Interconnect Conduit, ' Conduit, see ELECTRICAL PLANS 79 -0II �''C'' Line -200% / I / 1I . . . DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 524 624 SSR- 02/01 /1 2 FESS REGISTERED CIVIL ENGINEER DATE �o Q�0 IO'I'4 AVENUE OVERHEAD (WIDEN) Pete B. Smith Z 03/29/11 � No. C60122 M PLANS APPROVAL DATE 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 CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL PLAN 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 O- 2" Loop Detector Conduit, see ELECTRICAL PLANS Exist Cherry Ave 76'-2'l+ Existing Bridge 38'-1 " Prof I I e Grade 6'-1"± Stage 1 Traffic xxx�xp�xxxxxx I I var var 30+00 72'-4%2"± Min &Varies I Widen I I , _ II 9 0 Min & Var I I = EB Sta 29+73035± 52'-0" ' � EI1058072± I I Elev o Stage 2 Traffic Ln Chain OH I Link 4 5 Temp Rai I ing Type K, T, Structure Railing 6 200% I Approach Type 7 -- Type R(30D) (Mod1 ), Typ 000 o a I (Mod) Conc Barrier Type 26(Mod1) 1 = 2 2 i -� PC/PS Conc 3 �' I -Girders, Typ LO III > NOTES: 1j1 II I I I III 1. For "INDEX TO BRIDGE PLANS", "GENERALS NOTES" RW I see STANDARD PLANS I ist and QUANTITIES see "RETAINING WALL Concrete Barrier, INDEX TO PLANS sheet. 69611 plains see "ROAD PLANS" 2. For "SECTION A -A", see "UPRR CLEARANCE DIAGRAM 11sheet. LOAD & RESISTANCE LIVE LOADING: HL93 W/"LOW-BOY"; PREPARED FOR THE FACTOR DESIGN PERMIT DESIGN VEHICLE Brett Makley BY CHECKED STATE OF CALIFORNIA LAYOUT Oscar CO I co 1 Arash Monsefan PROJECT ENGINEER SPECIFICATIONS BY COMPARED PLANS SPECS DEPARTMENT OF TRANSPORTATION Jim Rucker Jeremy LaHaye Exist AC Overlay, 1 "± Exist LI -A _J 7L - TL - _7L cT A (;F7 "C" Line �I 147'-F1/o"+ Min & VnriPs L 1 osure Pour C T A r 1: 1111111111111111MOM�A-1"I, �ii�i�AM Profile Grade -1.5%+ IA7 _L7 - �7 - 7L 7L- -ig 76,_21+ Exist PC/PS Conc I -Girders, Typ CL Exist Cherry Ave Exist PC/PS Conc I -Girders, Typ NOTES (Cont) 3. For "PILE DATA TABLE" see "FOUNDATION PLAN" sheet BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 FILE => $REQUEST 6,_ 1 + 1 _ 53/411 w 0 W 0 J w AVENUE OVERHEAD (WIDEN) GENERAL PLAN w Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � EARLIER REVISION DATES � 10210,112 07/ 10 10/ /10 1 2 5 BRIDGE WIDENING GENERAL NOTES LOAD RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD Bridge Design Specifications 4th edition with Interims through 2007 and the CALTRANS Amendments Fouth Edition dated December 2008 except that details taken from Standard Plans dated May 2006 and Strandard Bridge Details XS sheets, are designed using Bridge Design Specifications April 2000 ('96 AASHTO w/ Revisions by CALTRANS) SEISMIC DESIGN: Caltrans Seismic Design Criteria (SDC), Version 1.4 dated June 2006, with Appendix B ARS updates DEAD LOAD: Includes 35 psf for future wearing surface. The deck load between the girders has been increased by a factor of 10% to a I I ow for the use stee I deck forms LIVE LOADING: HL93 and permit design load. SEISMIC LOADING: Soil Profile: VS30 = 1 1 1 5 ft/sec Moment Magnitude: Mmax = 6.5 Peak Ground Acceleration 0.567g 2.0 1.8 S' 1.6 c 1.4 U.-0 1.2 +- 0 1.0 0.8 a 0.6 0.4 Q 0.2 0 STANDARD PLANS (DATED MAY 2006) Al OA Al OB Al OC Al OD A62C BO -1 BO -3 BO -5 BO -1 3 B6-1 0 RSP B6-21 B1 1-47 B11-52 B11-54 B11-56 ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) SYMBOLS (SHEET 1 OF 2) SYMBOLS (SHEET 2 OF 2) 2 LIMITS OF PAYMENT FOR PLANS EXCAVATION AND BACKFILL BRIDGE OVERLAY DETAILS BRIDGE DETAILS BRIDGE DETAILS UPRR CLEARANCE BRIDGE DETAILS 15 BRIDGE DETAILS UTILITY OPENING T -BEAM 4 JOINT SEAL (MAXIMUM MOVEMENT RATING = 2) CABLE RAILING PRECAST PRESTRESSED CHAIN LINK RAILING TYPE 7 5 CONCRETE BARRIER TYPE 26 17 CONCRETE BARRIER TYPE 736 1 PLAN SYMBOLS A Section Identification Standard Plan (May 2006) Sheet No. Deta i I No DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 525 1 624 SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o Quo IOIV Pete B. Smith - 03/29/11 Z M PLANS APPROVAL DATE w No. C60122 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, 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 INDEX TO BRIDGE PLANS SHEET NO. TITLE SHEET NO. TITLE 1 GENERAL PLAN 13 TYPICAL SECTION 2 INDEX TO PLANS 14 OVERLAY DETAILS 3 UPRR CLEARANCE DIAGRAM 15 GIRDER LAYOUT 4 DECK CONTOURS 16 PRECAST PRESTRESSED I GIRDER (LRFD) 5 FOUNDATION PLAN 17 APPROACH DETAILS NO. 1 6 ABUTMENT 1 LAYOUT 18 APPROACH DETAILS NO. 2 fy = 60 ks i' 7 ABUTMENT 2 LAYOUT 19 STRUCTURE APPROACH TYPE N(30D) 8 ABUTMENT DETAILS NO. 1 20 STRUCTURE APPROACH TYPE R(30D) 9 ABUTMENT DETAILS NO. 2 21 STRUCTURE APPROACH DRAINAGE DETAILS 10 ABUTMENT DETAILS NO. 3 22 LOG OF TEST BORINGS 1 OF 4 11 REMOVAL DETAILS NO. 1 23 LOG OF TEST BORINGS 2 OF 4 12 REMOVAL DETAILS NO. 2 24 LOG OF TEST BORINGS 3 OF 4 STRUCTURE EXCAVATION (BRIDGE) 1 9417 25 LOG OF TEST BORINGS 4 OF 4 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Arash Monsefan BY Ivan Martin BY Tim Fuller CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE BRIDGE NO. STATE OF CALIFORNIA Brett Makley 54CO065 PROJECT ENGINEER POST MILES DEPARTMENT OF TRANSPORTATION 13.2 UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST CHERRY CONTRACT NO.: 08-468004 w 0 W 0 J w 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 n, Period (sec) AVENUE OVERHEAD (WIDEN) n QUANTITIES PLANS REINFORCED fy = 60 ks i' REMOVE ASPHALT CONCRETE SURFACING 79110 SY CONCRETE: f = 3 0 6 ks i unless ess otherwise shown. c , REVISION DATES SHEET OF z � 02/01/12 07/ 10 10/ /10 PRPARE CONCRETE BRIDGE DECK SURFACE 89297 SF n = 8 BRIDGE REMOVAL (PORTION), LOCATION A 1 LS STRUCTURE EXCAVATION (BRIDGE) 1 9417 CY PRESTRESSED CONCRETE See "PRESTRESSING NOTES" on "PRECAST PRESTRESSED STRUCTURE BACKFILL (BRIDGE) (APSLAB) TSTEELEPILING 19551 34 CY CY I GIRDER (LRFD)" sheet FURNISH (HPH 1 4x89) 39703 LF DRIVE STEEL PILE (HP 14x89) 99 EA STRUCTURAL CONCRETE, BRIDGE FOOTING 216 CY STRUCTURAL CONCRETE, DECK OVERLAY 63 CY STRUCTURAL CONCRETE, BRIDGE 650 CY STRUCTURAL CONCRETE, APPROACH SLAB ( TYPE R MOD) 181 CY CONSTRUCTION NOTES LEGEND SLAB (TYPE N MOD) CY PAVINGURAL NOTCHONCRETEEXTENSIONPPROACH 11� CF DRILL AND BOND DOWEL 790 LF Abutment 1 and 2 backf i I I to be placed simuItaneousIy Q - Structura I Concrete, Bridge FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (1 00'-1 1 0') 13 EA ERECT PRECAST PRESTRESSED CONCRETE GIRDER 13 EA superstructure has been com letedo but only after su p p FURNISH POLYESTER CONCRETE OVERLAY 539 CF At no time shall the fill behind one abutment be more than - structural Concrete, Bridge Footing PLACE POLYESTER CONCRETE OVERLAY 5,266 SF 2'-0" higher than behind the other abutment. JOINT SEAL (MR = 1 ") 156 LF - Precast Prestressed Concrete I Girders BAR REINFORCING STEEL (BRIDGE) 2359810 LB (see "PRECAST PRESTRESSED I GIRDER (LRFD)" sheet) PREPARE AND STAIN CONCRETE WELDED STEEL PIPE CASING (BRIDGE) 139577 70 SF LF CHAIN LINK RAILING (TYPE 7 MOD1) 344 LF - Structural Concrete, Bridge (f'= 4.5 ksi @, 28 days) CONCRETE BARRIER (TYPE 26 MOD1) 172 LF CONCRETE BARRIER (TYPE 736 MOD1) 172 LF - Structural Concrete, Approach Slab CONCRETE STRENGTH AND TYPE LIMITS No Scale DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Arash Monsefan BY Ivan Martin BY Tim Fuller CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE BRIDGE NO. STATE OF CALIFORNIA Brett Makley 54CO065 PROJECT ENGINEER POST MILES DEPARTMENT OF TRANSPORTATION 13.2 UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST CHERRY CONTRACT NO.: 08-468004 w 0 W 0 J w n, AVENUE OVERHEAD (WIDEN) n INDEX TO PLANS W Q DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES SHEET OF z � 02/01/12 07/ 10 10/ /10 01/ 11 2 2 5 111'-1" ± (Measured along "C" Line) UPRR R/W I I I URR) CL(E) 23'-1 1 "± (Min) 15'-+ PFE TCE NOTES 1 . Elevation(s) of Proposed and Future tracks are assumed equal to the highest existing track BB eIevation(s). UPRR R/W 2. Track alignments are based on the schematic from UPRR Capacity Stra i ght I i ne, Alhambra Subdivision, February 2008. Track alignment i s ongoing by UPRR. 20'± 15'-+ 32'-4"± (Min) 3. Any shoring system that impacts the Ra i I road's 14 /-911+ operation and/or supports the Ra i I road's I embankment sha I I be designed and constructed per Railroad Guidelines for Temporary Shoring . I , 23/-811 Min � I r -------Vert CIr ---------- - TCE,see i 23 Note 9I un 12/_0.. 12/_0.. �o I W�` �cv j X 23 12'-6" 15/-6" CV I I Ex QI I I /-9 II T/ R 7 ,-9 II I I I z 7 I I I I I I I I I c, C(R) T/R I I B/RI I I ------ --- ---- ----- I I _� �\-- I� Limits of Existing Track ��-- �` °�' -1"± Min Vert Approx OG along Shoring Zones T �� (P) - o x left edge of deck 9 yP� '- --'--�71 ,-'' -�1 a� 0 TCE - 1 2 L—\ Note 14 2 -'' 1.5 I I , I I 'I I I I B/R � I I ; I ' I , I I ------ ------------------I I ZONE A 1.5 --- LLL____ Datum E I ev=1 000.00' +I Exist 16'' _ o a� -- Fiber Optic (to (Kinder o .w be relocated) Morgan) a 30+00 0 ,M N 29+00 a - Iine (Kinder line v C- - � \IATC . The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN Ur-oiON DETAILS SIGN OFF DATE QUANTITIES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) SECTION A -A UPRR CLEARANCE DIAGRAM 1 "=1 0' LEGEND (E) - Existing Track (RR) - I I -1"± Min Vert Clr (R) - er Proposed OH (P) - I ' -nning Top of Rail B/R - Base of Rail -5" CIr under Permanent Footing Easement TCE - I st OH I I I I I I , I I 'I I I I B/R � I I ; I ' I , I I ------ ------------------I I ZONE C --- LLL____ I -77--/-7------I,J Exist 16'' Ex i st Leve l 3 Fue I I i ne a� -- Fiber Optic (to (Kinder o .w be relocated) Morgan) a 0 o Exist 20" Fuel a - Iine (Kinder line v C- - � Morgan) c +I CV I I � (E) - Existing Track (RR) - Existing Track to be Removed HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE CHECKED Arash Monsefan PLANS AND SPECS COMPARED Jeremy LaHaye and reconstructed (R) - Existing Track to be Removed (P) - Proposed Track T/R - Top of Rail B/R - Base of Rail PFE - Permanent Footing Easement TCE - Temporary Construction Easement 4. Erection over the Railroad's right-of-way shall be designed to cause no interruption to the Railroad's operation. Erection over the Railroad's track shall be developed such that it enables the tracks) to remain open to traffic per Railroad requirements . 5. The elevation of the existing top-of-ra i I shall be verified before beginning construction . All discrepancies sha I I be brought to the attention of the Ra i I road pr i or to construct i on. 6. The proposed grade separation project sha I I not change the quantity and/or characteristics of the f I ow i n the Ra i I road d i tches and/or dra i nage structures. 7. The contractor sha I I subm i t a proposed method of erosion and sediment control and have the method approved by the Railroad prior to beginning any grading on the project site 8. For Railroad coordination, please refer to the Ra i I road's Coordination Requirements as part of the specifications or Special Provisions of the project. 9. No construction activities or other obstructions shall be placed within these limits. 10. All demolitions within the Rail road's right-of-way and/or demolition that may impact the Railroad's tracks or operations shall be in compliance with the Railroad's Demolition Guidelines. 1 1 . All permanent clearances shaII be verified before project closeout. 12. Within the Rail road's right-of-way, Railroad requirements do not allow work within 50 feet of track centerline when a train passes the work site and all personnel must clear the area within 25 feet of the track centerline and secure all equipment. 13. Fa l sework clearances shall comply with minimum construction clearances. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 526 1 624 SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o Quo IO'I'4 Pete B. Smith - 03/29/11 Z W No. C60122 M PLANS APPROVAL DATE The State of California or its officers or agents it Exp. shall not be responsible for the accuracy or 41, CIVIL 1 completeness of electronic copies of this plan sheet. ST F OF CALlF0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 w 0 W 0 J n w 14. For Information on shoring zones, reference "General Shoring Requirements" of the "BNSF Railway- Union aiIway- Union Pacific Railroad Guidelines for Railroad Grade Separation Projects" BY Arash Monsefan CHECKED David Ling LOAD & RESISTANCE LIVE LOADING: FACTOR DESIGN BY LAYOUT Oscar Co I co I BY SPECIFICATIONS J i m Rucker HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE CHECKED Arash Monsefan PLANS AND SPECS COMPARED Jeremy LaHaye PREPARED FOR THE STATE OF CBrett Mak I ey PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BRIDGE NO. 54 CO065 BY Oscar Co I co I CHECKED Seung-yeo I Lee POST MILES BY Tim Ful ler CHECKED Y i hon Wang 13.2 ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST CROSSING #0018-529.40-A (DOT#746973N) n, Li CHERRY AVENUE OVERHEAD (WIDEN) UPRR CLEARANCE DIAGRAM W Q CONTRACT NO.: 08-468004 REVISION DATES SHEET OF z DISREGARD PRINTS BEARING L. EARLIER REVISION DATES � 02/01/12 07/<11�110 01/ 11 3 2 5 C Abut 1057 IV V The Contractor sha I I verify all Edge of Deck 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' DESIGN BY Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I ill Ful ler CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Structure Approach BRIDGE DECK GRADES BB 1 2 6 Station 28+62026 28+76048 28+91041 29+06035 Offset 0.7746 Lt 0.1624 Lt 0.4955 Line A Existing ± 1055.80 1056039 1056.69 204204 Proposed 1057006 1057036 1057065 Existing ± Station 28+62026 28+75074 28+90071 1057.60 Offset 1501288 1507579 1604318 Line B Existing ± 1056.16 1056059 1056.90 REVISION DATES Proposed 1056079 1057008 1057038 29+50059 Station 28+62026 28+75000 28+90002 1701180 Offset 3102318 3108363 3205499 Line C Existing ± 1056.51 1056080 1057.11 1057.48 Proposed 1056.51 1056080 1057.11 Proposed Station 28+62026 28+74025 28+89012 1058035 Offset 4703306 4708903 4805598 Line D Existing ± 1056.27 1056054 1056.86 Proposed 1056.27 1056054 1056.86 3409189 Station 28+62026 28+73051 28+88057 1057039 Offset 6303167 6307903 6405956 Line E Existing ± 1056003 1056028 1056060 1057055 Proposed 1056003 1056028 1056060 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 527 624 SSR- 02/01 /1 2 FESS REGISTERED CIVIL ENGINEER DATE Quo jON4 03/29/11 Pete B. Smith - Z PLANS APPROVAL DATE No � . C60122 M 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 CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Note: A I I offsets are to the right of "C" Line 9 unless noted otherwise BRIDGE DECK GRADES 3 4 5 6 7 EB CHERRY Station 29+06035 29+21030 29+36023 29+51017 29+66012 29+73033 Offset 101767 107840 204204 209822 304395 306625 Line A Existing ± 1056.99 1057024 1057.40 1057052 1057.60 1057064 CONTOURS Proposed 1057091 1058013 1058031 1058048 1058061 1058067 REVISION DATES Station 29+05068 29+20065 29+35062 29+50059 29+65056 29+73033 07/ 10110/ Offset 1701180 1706952 1802848 1808464 19038 1906458 Line B Existing ± 1057.19 1 057044 1057.48 1057.73 1057.84 1057.91 Proposed 1057062 1057088 1057093 1058022 1058035 1058042 Station 29+05000 29+20000 29+35000 29+50000 29+65000 29+73033 Offset 3301483 3307653 3403562 3409189 3504535 3507383 Line C Existing ± 1057039 1057063 1057055 1057095 1058008 1058017 Proposed 1057039 1057063 1057055 1057095 1058008 1058017 Station 29+04040 29+19034 29+35038 29+49041 29+64044 29+73033 Offset 4902727 4908351 5004206 5009913 5105270 5108308 Line D Existing ± 1057.15 1 057042 1057.44 1057.73 1057.84 1057.90 Proposed 1057015 1057042 1057044 1057073 1057084 1057090 Station 29+03063 29+18069 29+33075 29+48091 29+63088 29+73033 Offset 6501330 6507483 6603484 6609031 6704246 6707831 Line E Existing ± 1056.91 1057.21 1057.33 1057.51 1057.60 1057.63 Proposed 1056091 1057021 1057033 1057051 1057060 1057063 NOTES: 1. Contours Intervals = 0.10 f t o 2. Contours do not include camber° 3. X- Indicates 10' intervals a1ong "C" Line 4. [1] - indicates even foot contours PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) 54CO065 POST MILES 13.2 DECK CONTOURS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT N0. 08-468004 EARLIER REVISION DATES 02/01/12 07/ 10110/ W110 1 01/ 11 4 2 5 w V) I I W Q 00 0 1-10 RW 21 LOL, see ''RETAINING WALL 21 " plains "C" Line BENCHMARK SURVEY CONTROL B.m. #1 Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 100± W'LY OF CHERRY EIev 1025.534 B. M. #2 Pt. 5002 r W �o o �I QI� I I 00 I 0 00 1 UPRR Track I I I1 3 II 0 0 I � wa I I LOL _j R=8076.00' X1020 � » 0 1 1 » I 0 0 10 1 7.33 I I I I I I o 1» I I I I I o » Sta 28+63.09 I I 28+00 1020003± I I I I+ I I I I II I I Exist Abu-- to bu to remain I+ I RW 22 LOL see "RETAINING 1 WALL 22" plans I I I I I 1 _1050 'I �° I ��I I Exist RW & p i l e cap to rema l _1030 I I I 1020 1 . II o 0 I I —W II N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430" Plug 30'± SLY OF RAILS, 300 + E'LY OF CHERRY EIev 1 027.1 34 W NOTES: a 0 a 1. Not all piles shown 2. For limits of excavation & backf i 1 1 , see A62C Q W U- 0 NOTE: U Z The Contractor shall verify all W controllingfield dimensions o before ordring or fabricating o any material. I a I I I I I' I I N SCALE: No Scale I VERT.DATUM NAVD88 I HORZ.DATUM NAD83(NRS 2007) DESIGN BY Arash Monsefan DESIGN OVERSIGHT PHOTOGRAMMETRY AS OF: 9/24/2007 ALIGNMENT TIES BY BY BY DETAILS Ivan Martin SURVEYED J. El I i ott DRAFTED B. Anderson BY SIGN OFF DATE FIELD CHECKED BY BY M. Noreen CHECKED J . Ned I i k QUANTITIES Tim Fuller FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) W LTJ N ,- I I I al0 , �, , 00 Ln a0 (\j IzI , I , I , I , I I , I I , I , , I I , � I , , I , I , I , I , -I W W PLAN 1 "=20' CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS , - r I I, I. 1 1 I 1 �H 1 1 ISI RW 680 LOL see "RETAINING WALL 680" IPI I a n s O ";1- O O U-) 1020.30 O e, O Remove Exist RW & pile cap Sta 29+72.52 I 30+00 I I I +' t �10 1 .03± I 1 I 1 I RW 696 LOL I i see "RETAINING WALL 696" +7 plans I I I I W- 0 v, O O 0 O X11 �I DIST I I I 1 0 0 SHEET No ' I ' ?q+nr 28+00 1020003± I I I I+ I I I I II I I Exist Abu-- to bu to remain I+ I RW 22 LOL see "RETAINING 1 WALL 22" plans I I I I I 1 _1050 'I �° I ��I I Exist RW & p i l e cap to rema l _1030 I I I 1020 1 . II o 0 I I —W II N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430" Plug 30'± SLY OF RAILS, 300 + E'LY OF CHERRY EIev 1 027.1 34 W NOTES: a 0 a 1. Not all piles shown 2. For limits of excavation & backf i 1 1 , see A62C Q W U- 0 NOTE: U Z The Contractor shall verify all W controllingfield dimensions o before ordring or fabricating o any material. I a I I I I I' I I N SCALE: No Scale I VERT.DATUM NAVD88 I HORZ.DATUM NAD83(NRS 2007) DESIGN BY Arash Monsefan DESIGN OVERSIGHT PHOTOGRAMMETRY AS OF: 9/24/2007 ALIGNMENT TIES BY BY BY DETAILS Ivan Martin SURVEYED J. El I i ott DRAFTED B. Anderson BY SIGN OFF DATE FIELD CHECKED BY BY M. Noreen CHECKED J . Ned I i k QUANTITIES Tim Fuller FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) W LTJ N ,- I I I al0 , �, , 00 Ln a0 (\j IzI , I , I , I , I I , I I , I , , I I , � I , , I , I , I , I , -I W W PLAN 1 "=20' CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS , - r I I, I. 1 1 I 1 �H 1 1 ISI RW 680 LOL see "RETAINING WALL 680" IPI I a n s O ";1- O O U-) 1020.30 O e, O Remove Exist RW & pile cap Sta 29+72.52 I 30+00 I I I +' t �10 1 .03± I 1 I 1 I RW 696 LOL I i see "RETAINING WALL 696" +7 plans I I I I W- 0 v, O O 0 O X11 �I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 528 1 624 B SSR- 02/01/12 Fiber Optic FESS REGISTERED CIVIL ENGINEER DATE �o Quo IO114<' Yes ® Pete B. Smith Z 03/29/11 No W No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL No ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CALZFO��P SANBAG Abut 1 1170 W 3RD STREET 280 SAN BERNARDINO, CA 92410 +1005 (c) T.Y. LIN INTERNATIONAL 280 3550 VINE STREET, SUITE 120 PLAN RIVERSIDE, CA 92507 LEGEND Indicates bottom of footing e I evat i on - Denotes Exist Battered Pile Denotes Exist Vertical Pile Denotes Vertical Pile z - Denotes Battered Pile 1 : 3 (Hor i z o Vert) o -Exist Electrical Pole with Exist Electrical Line - OH - Exist Traffic Signal (to be removed) - Indicates benchmark location EXISTING UTILITIES Label Utility Type Owner To Be Relocated 1 16'' Fuel Kinder Morgan No 2 20" Fuel Kinder Morgan No O3 Fiber Optic Leve 1 3 Communications Yes ® Overhead Sign - No O5 15" Water Fontana Water No � a a I = 173 "T Oft Note: Des i gn t i p e I evat i ons are contro I I ed by: (a) Compress i on, (c) Sett I ement, (d) Latera I Load The spec i f i ed tip elevation sha I I not be raised above the design t i p elevations for settlement and lateral I oad PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST w D W 0 J w NOMINAL RESISTANCE (kips) DESIGN TIP SPECIFIED TIP Nominal LOCATION PILE TYPE BRIDGE NO. ELEVATIONS ELEVATION Driving Resistance COMPRESSION TENSION (feet) (feet) (Kips) +981 (a) Abut 1 HP 14X89 280 0 +1005 (c) +981 280 FOUNDATION PLAN +987 (d) 13.2 +985 (a) � Abut 2 HP 14X89 260 0 +1008 (c) +985 260 Q +990 (d) REVISION DATES SHEET Note: Des i gn t i p e I evat i ons are contro I I ed by: (a) Compress i on, (c) Sett I ement, (d) Latera I Load The spec i f i ed tip elevation sha I I not be raised above the design t i p elevations for settlement and lateral I oad PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST w D W 0 J w BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) 54CO065 POST MILES FOUNDATION PLAN 13.2 � Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z C:� 02/01/12 07/ 10 10/ /10 01/ 11 5 2 5 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � "C" Line � Remove Existing RW & abutment stubwall9 see "REMOVAL DETAILS NO. 1 and NO. 2" sheets RW 21 9 ' see "RETAINING WALL 21 " plans B 12 equal spaces along C Abut 77/__/3'-0" see Note 7 1 '- 3"x 1 /-711x1/2 " - Stubwa I I LOL Exist Abut 1 A Neoprene girder Girders, Typ pad, Tot 13 Stubwa 11 9 see Note 1 ------ -�__1==T-L___1 _=1--1=_ _ _ _ ±2 _ 77r__ _ _ MOTES: 1 . End stubwa I I at back of foot i ng 2. Not all piles shown 3. � Denotes bundled bars. 4. For "SECTION B -B" see "ABUTMENT DETAILS NO. 2" sheet. 5. For details not shown, see "ABUTMENT DETAILS NO. 2" sheet 6. For utility opening details, see "ABUTMENT DETAILS NO. 3" sheet 7. For spacing, see "GIRDER LAYOUT" sheet 8. For "SECTION F -F"9 see "ABUTMENT DETAILS NO. 1" sheet 9. Prepare and stain entire exposed surface of return wa I I . Joint Seal � Abut 1 Type A9 MR=1 " B6-21 BB Structure 10" DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 529 624 B SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o Quo ION4� Pete B. Smith - 03/29/11 Z No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL ST shall not be responsible for the accuracy or q 1 TF 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 Approach 0 - , 9.. Abut 1 ii 6'-7�/2" A 72'-4y2ll 1 �-0�� -� --- _ � r Ut i I i ty Opening 9 Face of existing Abut see Note 6 I to be f I ush w/new Abut g #11 12 PLAN Strip # � 9 "C" Line waterstop 1 -3 '�, 1' - --I ----- between girders (galvanized) 189/-711± #1 1L@_ 12 " g Limits of Prepare and Stain Concrete Ilk+ -� �' ' �See Note 5 L N Expanded polystyrene, 0 o `- see "ABUTMENT DETAILS L ° NO. 3" sheet + 0 0 �_ o - Q0 #6 1 ,-oil #5 L Existing RW �, Remove Existing RW & abutment 0 @ - sp I ice with #5 1 '- 3" C to remain stubwa 119 see REMOVAL DETAILS � 0 0 0 #11 stem bar U NO. 1 and NO. 2" sheets 1' ,' -0 � 010 0 Top of + .\ Ftg + # 0 0 #9 6" v.) Approx OG = FG � � • at face of Exp Jt, see "EXPANSION > N ;.o a 2'-2" : 0 JOINT DETAILS" on "ABUTMENT I L Geocompos i to 1 a bar abutment o a� DETAILS NO. 1 sheet = - Drain see ' y #11 1 2") H N \� "STRUCTURE °0- --------- ° ---------- ------------ o bund I ed 6 , Lo --- ------ ------ ---------- ------- ---------------- ------------------ ,, APPROACH DRAINAGE o ----;-------—--—-- —__--------—--—--—--—--—-- —__--- with a bar 12" Note 3 DETAILS" sheet bar ------------ -- --�— r_r_�-r-------- -------- - - - -- 2�� 2'-10" _�- # 2" C I r Existing return wa I I Note 2 BAR ELEVATION Typ 0 to remain, see Note 9 B0-3 '-- --- FG �' ;_ Weep Holes Spaced 3-1 No Scale N See BAR c bar J v . W ELEVATION Evenly, Tot 4 = � ELEVATION Remove Existing R & abutment i y 9 ,�) o_ • stubwa) 1 9 see "REMOVAL DETAILS /8 1 -0 = 0 3-#1 1 top & bottom .0 Q C: Li NO. 1 and NO. 2" sheets HP 1 4x899 Tot 46 T-�o �Ln (Tot 6) over each row of piles (o --See "STEEL PILE Remove top of existing 15 Spaces 4/-5Y4 " = 67/-11/211 steel piles, see "REMOVAL DETAILS Piles °� cv L F ANCHOR" on o 0 ABUTMENT NO. 1 and NO. 2 sheets # 11o Qo 0- ''C'' Line + - T L + 0 1 0 Abut 1 N + + +� DETAILS NO. 1 sheet w #8 @1 9" -- Il - -->-- 1---I�-- _ �-�-_ - -- #6 1 t � - - - �—I- - - - - - - - - - - #4 � 9" a I ong � Abut -------- ----- #8 9 --- �-��-� - - -�- ��Lin 1@, 12 along width 3 Clr = L LLJ - — of footing Typ Vertical or �O U Battered 1 1 4'- 5 %4" 6'- 8 �/ "J 6'- 8 �/ "6'- 8 �/ L 7 Spaces 4'- 5 3/4" = 31 '- 4" 3 _ _ 1 HP 14x89 11 LEGEND: 5 7 1 1 1 3 6 0 4'- 5 Y4" 4 53/4ll 7'-1 " 6'-1 1 " Steel Piles + - Denotes Exist Vertical Pile 0NOTE• 10'-5" 15 Spaces 4-5/4 67-1 /2 t - Denotes Ex i st Battered P i I e 14 '-0" (s I ope as dictated The Contractor sha I I verify all by PILE LAYOUT) W - Denotes Vertical PileSECTION controlling field dimensions PILE LAYOUT before ordering or fabricating Y8��=1 �_O11 j - Denotes Battered Pile 1 0 3 (Hor i z Vert) �2"=1 /-0" any material. BY CHECKED BRIDGE NO. Ld D' DESIGNArash Monsefan David Ling PREPARED FOR THE Brett Makley 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT BY CHECKED DETAILS STATE OF C Oscar Co I co I Seung-yeo I Lee PROJECT ENGINEER POST MILES II BY CHECKED QUANTITIES DEPARTMENT OF TRANSPORTATION 13.2 ABUTMENT 1 LAYOUT W SIGN OFF DATE T I ill Ful ler Y i hon Wan :E Q DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Li FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 10�ioj1�1101"Aji 6 1 25 � FILE => $REQUEST I DETAILS NO. 1 sheet w #8 @1 9" -- Il - -->-- 1---I�-- _ �-�-_ - -- #6 1 t � - - - �—I- - - - - - - - - - - #4 � 9" a I ong � Abut -------- ----- #8 9 --- �-��-� - - -�- ��Lin 1@, 12 along width 3 Clr = L LLJ - — of footing Typ Vertical or �O U Battered 1 1 4'- 5 %4" 6'- 8 �/ "J 6'- 8 �/ "6'- 8 �/ L 7 Spaces 4'- 5 3/4" = 31 '- 4" 3 _ _ 1 HP 14x89 11 LEGEND: 5 7 1 1 1 3 6 0 4'- 5 Y4" 4 53/4ll 7'-1 " 6'-1 1 " Steel Piles + - Denotes Exist Vertical Pile 0NOTE• 10'-5" 15 Spaces 4-5/4 67-1 /2 t - Denotes Ex i st Battered P i I e 14 '-0" (s I ope as dictated The Contractor sha I I verify all by PILE LAYOUT) W - Denotes Vertical PileSECTION controlling field dimensions PILE LAYOUT before ordering or fabricating Y8��=1 �_O11 j - Denotes Battered Pile 1 0 3 (Hor i z Vert) �2"=1 /-0" any material. BY CHECKED BRIDGE NO. Ld D' DESIGNArash Monsefan David Ling PREPARED FOR THE Brett Makley 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT BY CHECKED DETAILS STATE OF C Oscar Co I co I Seung-yeo I Lee PROJECT ENGINEER POST MILES II BY CHECKED QUANTITIES DEPARTMENT OF TRANSPORTATION 13.2 ABUTMENT 1 LAYOUT W SIGN OFF DATE T I ill Ful ler Y i hon Wan :E Q DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Li FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 10�ioj1�1101"Aji 6 1 25 � FILE => $REQUEST Traffic Sign Po Support, see "Al DETAILS NO. 1 " s Abut 2 i 1 RW 680, SE "RETAINING 680" plans Remove Existing RW & abutment stubwa I I, see "REMOVAL DETAILS NO. 1 and NO. 2" sheets Kist Abut 2 RW 680, see PLAN "RETAINING WALL wall expansion joint, T680" plans i/811 1 '-011 159/- 7 1 'I+ "C" Line see "RETAINING /2 - WALL 680" plans Limits of Prepare and Stain Concrete ----- Traffic sign & post support, --�� -- ---- I see ABUTMENT DETAILS NO. 1 sheet I II I I - L----- , I I I _____ Remove Existing RW & abutment I -- L stubwa I I, see "REMOVAL DETAILS NO. 1 and NO. 2" sheets --� --� , - -----! --- -! --- �- --_____ Exp Jt, see "EXPANSION JOINT DETAIL on ABUTMENT G L---- DETAILS NO. 1 " sheet Approx OG = FG at ; ; ----- I face of Abutment I I -- I ; ----- 10 0 -----J ---L-----I----------------------------------------------�-�_� Note 1 BO -3 Weep Holes Spaced ELEVATION 3-1 Evenly, Tot 4 i/811=1 '-0" � Piles CL Abut 2 N \1 A T C . HP 1 4x89, Tot 53 4'-11 1 Y411 10 Spaces @4/-7" = 45'-10" 5 -53/4 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) 3,_ 31/211 4 Spaces @, 4'-7" 1 8 -4II ___ -1 __--- + + I + � + t , 11 Spaces @, 4-7" = 50/-511 3/-711 17 Spaces d► 4/-V = 77/-11 " PILE LAYOUT BY DESIGN Arash Monsefan BY DETAILS Oscar Co I co I QUANTITIES BY Tim Fuller J__L 5,_^11 ace of existing Abut o be flush w/new Abut I I III I I N Z&_% of lilliffew 1. Not all piles shown. 2. For "SECTION A -A", see "ABUTMENT 1 LAYOUT" sheet. 3. For spacing, see "GIRDER LAYOUT" sheet. 4. For "SECTION C -C" see "ABUTMENT DETAILS NO. 1 " sheet. 5. For utility information not shown, see le Note 6 on ABUTMENT 1 LAYOUT" sheet. Remove Existing RW & abutment stubwa I I , see "REMOVAL DETAILS NO. 1 and NO. 2" sheets Remove top of existing steel piles, see "REMOVAL DETAILS NO. 1 and NO. 2" sheets "C" Line I I I LEGEND: + - Denotes Exist Vertical Pile t - Denotes Exist Battered Pile _ - Denotes Vertical Pile - Denotes Battered Pile 1 : 3 (Hor i z : Vert) CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 CONTRACT NO.:08-468004 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 5301 624 SmJL 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�q( Pete B. Smith 03/29/11 0 rn z PLANS APPROVAL DATE W No. C60122 rri The State of California or its officers or agents 41 Exp. shall not be responsible for the accuracy or 4>1 CIVIL tiP completeness of electronic copies of this plan sheet. TF OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 AVENUE OVERHEAD n, Lij (WIDEN) I I ABUTMENT 2 LAYOUT 1UJ:2 Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING � EARLIER REVISION DATES 02/01/12 07/ 10 10/ 10 01/ 11 7 2 5 Concrete S Sidewalk Ra see "ROAD P #7 ext into f SECTION C -C I/211=1 /_011 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) icrete Barrier De 26(Mod) JewaIk Slab #5 St i rrt rn I #9 00 rTc per ancr #7 1 O Ib 2/-211 #5 0 or #7 Tot 16 Traffic Signal SECTION D -D Y411=1 /_011 SECTION E -E Top of abutment foot i r- #4 9" along C Abut 12 along width of footing Y411=1 /_011 BY DESIGN Arash Monsefan DETAILS BY Oscar Co I co I QUANTITIES eY T 1171 Fuller SECTION F -F 11=1 /_011 /2 CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #6 1 End diaphragm reinforcement, Note 3 #5 1-1 #5 Tot 4 /2" Expansion joint fi I ler Traffic Signal Abut 2 Abutment Stem reinforcement Bottom #6 Top and Bottom T A Abutmer d i aphrai corbel oottom of abutment footing 6 /_ 011 Additional #7 @, 69 Top and Bottom, Both ways, DETAIL A DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 5311 624 SJR- 02 /01 /1 2 FESS REGISTERED CIVIL ENGINEER DATE44:�� Fc Pete B. Smith Z 03/29/11 rn W No. C60122 PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or s�q C I V I L tiP 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 /211=1 /_011 Traffic Signal Post, RW 680 Nr.%ofmiU. PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION VIEW G- G Y411=1 /_011 DLANS' Barrier Slab VVU I I jV I I I I, See "RETAINING WALL PLANS" 1. Piles and additional reinforcement not shown for clarity. 2. For details not shown, see "APPROACH DETAILS NO. 2" sheet. 3. See "ABUTMENT DETAILS NO.3" sheet for reinforcement. 4. See "GIRDER LAYOUT" sheet for reinforcement. 5. See "ABUTMENT 1 LAYOUT" sheet for details of #7 bar. 6. For location of "SECTION F -F" see "ABUTMENT 1 LAYOUT" sheet. UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> `1;REQUEST Li 0 0 w 0 J IZ W Q 0 BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 7D 54C0065 I POST MILES 13.2 ABUTMENT DETAILS NO. 1LLJ Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF I z rz CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 07/ 10 10/ 10 01/ 11 8 25 LLJ BOa" �..nnnr�iorl 1/2'' Expansion Joint F i I ler PUPS Conc Optional cons Apprc #7 it RW 21 SECTION B -B NOTE: % =1 '-0" 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) S insion fig see _L 21" plans Structure App - - '_ Stubwa LOL SECTION BY DESIGN Arash Monsefan BY DETAILS Oscar CO l cO l QUANTITIES BY T I ill Ful ler 3/811=1 /_OII <tend into )utment foo C) Ta Q0 C- C CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS (BO -1 Strip Q:!) Waterstop Existing Abutment /_11 C..r,rr%r% i /-% r"% DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 532 1 624 r� B SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o QUO ION4� ��� Fc >utment stem Pete B. Smith - 03/29/11 Z ick face W No, C60122 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, TF OF CALZFO�� P /TUU I IIICI 1 I .7 I GI1� front face W i dened Abutment PART TYPICAL ABUTMENT PLAN EXPANSION JOINT DETAILS 1 =1 '-0�� Stubwal I LOL SECTION D -D 1�2=1 ,_O.. PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION #5 outside face 60° U � # 8 6; `L tot (epoxy conte U .,115( oles of 4 Extend abutment reinforcement within abutment limits UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ELEVATION STEEL PILE ANCHORAGE Not To Scale I ting i� o- BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54CO065 I POST MILES 13.2 ABUTMENT DETAILS NO. 2 w Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/1207/ 10 10/ /10 01/ 11 g 2 5 Li #8 x 4'-0" Dowels thru girder Paa, +ry PART ELEVATION - END DIAPHRAGM AT ABUTMENT 1 UTILITY OPENING DATA TABLE NO. UTILITIES WIDTH HEIGHT 10 6 - 511 Electrical 2'- 2" 1 '- 61' O212'' Dia water in 20" casing 2,-41' 2'-411 OFuture ut I I I ty 1 '- 811 1 '- 811 I NZ; Prestressed "I" girders lik■ATr Y411=1 ,_011 rar�ti��� yP 1. Adjust #6 bar -bend as necessary to maintain 6" extension of reinforcement 20 Adjust #5 straight bars as necessary at precast girders. 3. For casing through utility openings, see "GIRDER LAYOUT" sheet 4. Abut 1 shown, Abut 2 similar. 5. Opening sizes provided refer to end & intermediate diaphragms 6. See "ABUTMENT 1 LAYOUT" sheet for details of #7 baro _LL r- r�_ -_L #5 Bottom bars, see Note 2 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) Stubwa I I , see ''ABUTMENT DETAILS l� #4 1 Gli SECTION B -B 3/411-1 ,_01l BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I ill Ful ler �/2�� Dia TyP 6'-0" #6 1211 Place parallel 31, to Z Girder 1 '- 6" #4 /,(� @ 1/-611 ""6, 11 between girders I_ • • _ __ #4 Cont — #5 L @, 12" g between girders — #5 Cont — Utility Tot 4 opening End of girder — #7 , Note 6 Overlay Reinforcing �/2'' Expansion joint filler--,, C-4 1 1 --C CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I 0 I I I I I I • I I rB-5 B0-5 5-10 5-11 Limits of or & Distribution Reinf 4" F I I let COUNTY ROUTE #5 Cont Tot 10 Top and Bottom, Extend to Edge of Deck 533 #5 Tot 4 SSR- 02/01 /1 2 Between girders DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 533 624 SSR- 02/01 /1 2 F Ess REGISTERED CIVIL ENGINEER DATE �o Quo IONq� w 0 Pete B. Smith Z 03/29/11 OVERHEAD PLANS APPROVAL DATE cr_ No. C60122 M Exp. The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or qT P STF 1 completeness of electronic copies of this plan sheet, OF CALIFO\� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 #8 Tot 2 Placed through hole in girders /211 x 4" Expanded Polystyrene between girders Varies V-3" 3" @, East Girder, to V-31/2'' @, West Girder SECTION A -A Existing Bridge 2'-611 #5 �— Uri I I and Bond dowe I Tot 4; Y211=1 ,_011 C Closure Pour Staae 1 Construction C 1 .., L . _ .. A — .- -. - Exist top of deck I uv lily iivi VI1 extension, see "STRUCTURE APPROACH SLAB TYPE R (30D) 11 sheet SECTION C -C PART ELEVATION - END DIAPHRAGM AT ABUTMENT CLOSURE POUR 11_1 ,_o�l 3/4 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST i I I and dowels Y411-1 ,_0.. w 0 II 0 w O J D- W Q 0 o- BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54C0065 I POST MILES 13.2 ABUTMENT DETAILS NO. 3 W Q DISREGARD PRINTS BEARING REVISION DATEAl SHEET OF z CONTRACT N0. 08-468004 EARLIER REVISION DATES � 102101112 07/ 10 10/ /10 1 0 2 5 LLJ Cable railing, see "PART ELEVATION - ABUTMENT 1 EXISTING RET WALL" Remove existing stubwc' ' Yd - 1 _ Existing. RW i" to rema i n 2'-0"± , 1 Top of existing footing - I � I' I 1 ------------------------+- -- N Cable railing, see "PART ELEVATION - ABUTMENT 1 EXISTING RET WALL" Existing RW to remain ELEVATION Remove existing stubwa I I Abut 1 I _0 T TU L —IU T LIMITS OF CONCRETE REMOVAL - ABUTMENT 1- 1 "=10'-0" � Existing RW to remain ---" PART ELEVATION - ABUTMENT 1 EXISTING RET WALL at top of wal I . 24 +I 0 I rn I Remove existing footing Remove Top of exis+in Iles LEGEND - Bridge Removal (portion), Location A — - - — - Indicates existing concrete HP 14x89 Steel piles, see "ABUTMENT 1 LAYOUT" & "ABUTMENT 2 LAYOUT" sheets for spacing I V Existing bottom of footing I I I J r I r -I g P +I o 0 - LIMITS LIMITS OF EXISTING PILE REMOVAL 3811=1 ,_011 18'-11"± 33 - 0"± Widening Bottom of Footing H = 16' H = 18' _ +I / I I / I Q0 I / I - -- — - -- - --- --- +I +I For removal details, r_ o see "RW 680" plans For removal details _ see "RW 680" plans 0 I _ - J - - NOTE: 1 "=1 0'-0" The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BY CHECKED DESIGN Arash Monsefan David Ling DESIGN OVERSIGHTBY CHECKED DETAILS Ivan Martin Seung-yeo I Lee QUANTITIES BY CHECKED SIGN OFF DATE Tim Fuller Yihong Wan DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Q0 V-0" thick at top of wa Battered 1:24 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 534 624 S mJL 02 /01 /12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�q( Pete B. Smith Z 03/29/11 rn PLANS APPROVAL DATE w No. C60122 rri The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP 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 Remove existing stubwa I +1 Q0 M Varies f rom 1 '- 8"+ to 2'-1 0"± ELEVATION / 2'-0"± For removal details, see RETAINING WALL 696" plans +1 QO I I I I + I M I I I I I � I I I I +I -------------- Top of footing Varies from 1/-8"-+ to 2-10± For removal deta i Is, see "RETAINING Remove existing WALL 696" stubwa I I plans +I ro _ ' ' ro I I I I _ - C Abut 2 LIMITS OF CONCRETE REMOVAL - ABUTMENT 2 27'-0"+ w I I 0 W 0 J a - W i� 1 "=1 0'-0" PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett PROJECT Makley ENGINEER BRIDGE No. C H E R R Y 54C0065 POST MILES RE 13.2 0 1 2 3 UNIT: PROJECT 2232 NUMBER & PHASE: 08000007441 CONTRACT NO.:08-468004 FILE => $REQUEST 27'-0"+ w I I 0 W 0 J a - W i� Lij AVENUE OVERHEAD (WIDEN) MOVAL DETAILS NO. 1 I I W Q DISREGARD PRINTS BEARING REVISION DATESSHEET OF z EARLIER REVISION DATES 02/01/12 1!7�10�101/ 11 1 1 2 5 LiLi 64/-0/± ��CE err Exist C Ave xl Cherry LEGEND ------ - Existing structure - Bridge Removal (Portion), Location A +I I +I +I 6� QO N ,�, Existing 1"+ 1 _ _ _ P.M.S. overlay I Remove r ex i s t et wa I I EXISTING BRIDGE TYPICAL SECTION 1/411_1 /-Oil +I I � p► For removal de ta i I s, 11 sWALL 696ee "RETAINING Remove Exist Remove existing plans � i I stubwa I I I stubwa I I �r --------------- _ _-------------- I_'__ --J L ----J F - - —i I I Existing Existing nI I I I I I I I I I I I I I I I I I I I I I I I edge of deck edge of deck A EXISTING ABUTMENT 2 Existing Existing Edge of deck I edge of deck I I Existing wingwall Remove existing 1 1 I I I I I I I I I I I I ;, D to remain ret wa I I D I I I I �II II II N I I I I ` L L II ,�� Remove existing stubwa I I Ll Remove existing G stubwaI I I D D - w : a■ATr 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) EXISTING ABUTMENT 1 PLAN 1/O 11 =1 /—oil BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY Tim Fuller CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS C 7,_011+ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 535 624 __f6e_kL_1 � S mJL 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�q( Pete B. Smith 03/29/11 rn z PLANS APPROVAL DATE w No. C60122 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LC_/_Ll LL/_1� Sawcut —� I C 2/_2„+ 1 I 1 I 1 I Face of Exist Abut 2 6B;iw,- SECTION A—A ,. 1/211=1 /_011 I I I I I e 1 Exist End Diaph � I I 'I +1 +I V A1 1 1 SECTION B—B yz,_,,_o. Sawcut 1,4 VIA' VAI Li /_0 II+ SECTION C—C Y211=1 /_OII 7/_011+ I I / I � Face of Exist Abut 1 ----� I 2/_211+ I I SECTION D—D 211=1 /_OII w I I 0 w 0 J a - W PREPARED FOR THE BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) 7D STATE OF CALIFORNIA Brett Makley 54C0065 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION REMOVAL DETAILS NO. 2LLJ 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATESSHEET OF z AT LiLi 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 02/01/12 o7i �o ioi �o 12 25 FILE => $REQUEST Chain Link Railing Type 7 ( Mod 1 ) , Typ1 ,_oil B11-52 Conic Barrier Type 26(Mod1) (B11-54 - 00 Drip Groove #5 x 4' Note 1 #5 Con Tot 8 IN • Q o) Girder, .0 r Typ a 4 o 6 5 N o I 1 Note 4 3'-0'' Min & Varies 79'-0'' Min & Varies 69'-0�/2" Min & Varies 60'-0�/2" Min & Varies 67'-4" Min & Varies, see Note 4 44/-3'' Min & Varies E 32/-81/2'' Min & Varies, see Note 3 E 21 '- 2" Min & Varies, see Note 3 -200% E T �o a ROUTE I T TOTAL SHEETS 08 SBd 10 12.3/14.1 536 �8 PC/PS Concrete 3 \-U2 I -Girder (Typ) Note 3 12 equal spaces varies from 65/-0'' (Min) to 69/-3" (Max) Girder, Typ TYPICAL SECTION 1 /411=1 ,_011 Note 3 BO -5 „ A 10 /„ 5- - , or para I I e I to C abu- a I ong "C" Line NOTE: 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) Top of s i dewa I k PAINT LIMITS i/411=1 ,-oil PART TYPICAL SECTION Y/411=1 ,-oil Bot of existing g I rider BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I ill Ful ler C I osure Pour "C" L I ne 76/7211+ Existing Bridge CL Exist Girder, Typ 1 '- 5 Y411 W. Varies `I Prof i I e Grade ry' 7 Edge of deck, see "REFINISH DETAIL - PART PLAN" on "APPROACH DETAILS NO. 1 " sheet — "C" Line � I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 536 624 f� B SSR- 02/01/1 2 3. FESS REGISTERED CIVIL ENGINEER DATE �o Quo 10 REGISTERED and inserts furnished and installed Pete B. Smith - 03/29/11 Z No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL and installed by P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFO�� Utility dimension offsets are provided at Abutment 2 SANBAG for information 1170 W 3RD STREET 6. SAN BERNARDINO, CA 92410 of Prepare And Stain Concrete. T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 TYPICAL RIVERSIDE, CA 92507 11-56 Concrete Barrier Type 736 (Mod1 ), see "OVERLAY DETAILS" sheet for dr i I I and bond dowels r^n,-ro+,n Over l ay, see DETAILS" 1O - 1. Bundle with each alternating top transverse bar within 5'-0" of BB. 2. Utilities shall be placed after deck concrete has o- attained its fu I I strength. Utilities shall not be supported from girders. 3. Utility supports and inserts furnished and installed by Contractor, see ''FONTANA WATER" plains. 4. Utility supports and inserts furnished by Utility owner and installed by Contractor, see "SCE" plans. 5. Utility dimension offsets are provided at Abutment 2 for information purposes only. 6. Indicates limits of Prepare And Stain Concrete. CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST UTILITIES 6-5'' Electrical Conduits ( Southern California Edison) O - 12'' Dia Water Line in 20'' casing (Fontana Water) 3O - Future Utility Opening O - 6-1V2" Conduits for Fiber Optics 5O - 2-5" Conduits for Future Utilities B1 1 -54 6O - 3" Si '9na I Interconnect Conduit, see ELECTRICAL PLANS O- 2'' LoopDetector Conduit, see ''ELECTRICAL PLANS" w 0 w 0 w w w Q 0 0 w 0 w D_ w Q 0 o- BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) w 54CO065 POST MILES TYPICAL SECTION I w 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 02/01/12 07/ 10 10/ /10 01/ 11 1 3 2 5 LM CONTRACT NO.: 08-468004 EARLIER REVISION DATES 6,_ 1 "+ I "C" Line �\I I 1'-8%"-+ Min _ _1 and varies LEGEND - Structural Concrete, Deck Overlay - Polyester Concrete Overlay 74'-81/4"± - Remove Asphalt Concrete Surfacing Limits of Prepare Concrete Bridge Deck Surface 64'-0"± Limits of Payment for Remove Asphalt Concrete Surfacing Exist Cherry Ave see Note 2 Varies from 25'-10%4"± to 29'-101/4"± Limits of Payment for Structural Concrete, Deck Overlay DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 537 1 624 S mJL 02 /01 /12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�q( Pete B. Smith Z 03/29/11 PLANS APPROVAL DATE W No. C60122 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or s�q CIVIL tiP completeness of electronic copies of this plan sheet, TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 6'-1'�± ------_ See "Detail A -""- See"Detail B" ,, - -- Varies f rom 45'- 1 1/2"± to 49'- 81/4"± , Limits of Payment for Polyester Concrete Overlay Deta i " ' -2% See "DETAIL C" Varies -1.4%± to 1.7%± Varies -1.4%± to 1.7%± o I - - , NOTES: L_` 1. When thickness is greater than 3", Structural Concrete, ------ --- Deck Overlay is to be used. See "PART TYPICAL SECTION" nn "TYPT(-AI CF(-TT0N" chAA+ DETAIL A NTS \1 A T C . 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) DESIGN DETAILS QUANTITIES ON TYPICAL SECTION NTS Structural Concrete Deck Overlay Po I yster Concrete Overlay C Exist Cherry Ave see Note 2 4- , z Grade Break #4 12 II #5 9 12 N II II II II II „ ----------- ch way owe J BY Arash Monsefan BY Ivan Martin BY Tim Fuller #4 2'-0" I 3'-0" to f i rst each way Dr i I I I Row of #4 and Bond Dowel in 4 %2" deep hole J CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL B NTS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Chain Link Rai I ing fB11-52 Type 7 ( Mod 1 ) , Ty p Electrical Utility, see "TYPICAL SECTION" sheet #6 @, 12" Dri I I and Bond Dowel in 6" hole BRIDGE NO. 54CO065 POST MILES 13.2 2. Location varies along exist bridge. Concrete Barrier Type 736 (Mod1 ), Typ B11-56 #6 @, 6" Dr i I I and Bond Dowel in 6" hole 4"+ II II � II II � l 6�1 I ' I I , Min I ' I I , , I ' I II ' J I ' DETAIL C NTS CHERRY CONTRACT NO.:08-468004 I I n, , AVENUE OVERHEAD (WIDEN) DETAIL B NTS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Chain Link Rai I ing fB11-52 Type 7 ( Mod 1 ) , Ty p Electrical Utility, see "TYPICAL SECTION" sheet #6 @, 12" Dri I I and Bond Dowel in 6" hole BRIDGE NO. 54CO065 POST MILES 13.2 2. Location varies along exist bridge. Concrete Barrier Type 736 (Mod1 ), Typ B11-56 #6 @, 6" Dr i I I and Bond Dowel in 6" hole 4"+ II II � II II � l 6�1 I ' I I , Min I ' I I , , I ' I II ' J I ' DETAIL C NTS CHERRY CONTRACT NO.:08-468004 n, AVENUE OVERHEAD (WIDEN) OVERLAY DETAILS I I W Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z EARLIER REVISION DATES � 02/01/12 07/ 10 10/ 10 01/ 11 1 4 25 LiLi ]C1) C Abut 1 C Girders ?1 F a "C" Line o k1^ -r = - 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) Span = C Pendant Soffit Luminaire Intermediate Tot 2 at proposed, see Diaphragm I Note 4 Tot 1 at Exist rB6-10 U-1 5 Ut i I i ty Opening (ES -9E ' TL Abut 2 01 P r Edge of deck Existing girder, Typ rp 1 DESIGN DETAILS QUANTITIES C Pendant Soffit Luminaire, See Note 5 Edge of deck #7 G 6 BY Arash Monsefan BY Oscar Co I co I BY Tim Fuller See "DETAIL C" for additional top deck re i nforcement Q Girders Ut i l i ty Opening 12 11 weIded steel pipe casing, see Notes 2 and 3. y Ut i I i ty Opening (B6-10 see Note 6 U-11 Edge of closure pour C Exist girder � Abut 2 1 r7,1_1 1 V-11 UL I A 1 L U Max 1/4 11=1 ,-011 CHECKED David Ling CHECKED OVERHEAD Seung-yeol Lee CHECKED Yihong Wan ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 LEGEND ----- - Existing structure - New structure nrA-1111111111111MIllic 1 o For "SECTION A -A", see "ABUTMENT � DETAILS NO. 3 sheet. 2. Casing shall extend a minimum of 5'-0" beyond limits of approach slab. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 538 1 624 SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o Quo IO'I'4 Pete B. Smith Z 03/29/11 W No. C60122 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, TF OF CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3. Casing for future utility 3550 VINE STREET, SUITE 120 s h a l l b on, 1 2" M a x O D F o r RIVERSIDE, CA 92507 B6-10 additional details, see U-16 4. Align two Pendant Soffit Luminaires with centerline bays of proposed Cherry Avenue Overhead. For luminaire detaiIs, see "ROAD PLANS''. 5. Align Pendant Soffit Luminaire with centerline bay of existing Cherry Avenue Overhead. For luminaire detaiIs, see 'ROAD PLANS 6. Utili "FON not I I I I I I Traffic Signal I I Support, see "ABUTMENT DETAILS NO. 1 " sheet 0 00 E N o Exterior `- L o Girder U) o n +- .0 �2S n __j _U o 0 4- U PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LOOP DETECTOR DETAILS BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 CONTRACT NO.: 08-468004 No Scale Lij AVENUE OVERHEAD (WIDEN) GIRDER LAYOUT I I w Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z EARLIER REVISION DATES � 02/01/12 07/ 10 10/ /10 15 1 25 Small space permitted within group iL-:: . • S CLEARANCES FOR PRETENSIONED STRANDS (4-#7 for girde deeper than 4') 2-#7 4, _0, notched end only 1. Strands may be bundled in groups consisting of 3 vertically 2 horizontally, and separated at the ends. 2. The min distance "S" between groups or individual strands is 11/2" for 3/8" strands, 13/4" for 7/6" strands and %2" strands, 2" for 0.6" strands. 3. "S" is measured between centers of adjacent strands. 4. Approval of Engineer is required for deviation. C Constructionjoint between 4'-0" girder and deck slab--_, min. F*_ 1'-0" 2-#6 I 41-011 I • n u #4r— tot El a 4, -0" 10/-611 C Legend: RA #5 � or _� 4" © #5 or @1 8" © #5 or 12" rD #5 or 18" End of 2-# 4/-011 min er notched end only 1 , _211 Full depth 2-21 -o„ of girder (4-#7 r girders deeper n 4') DETAIL "E" For optional notched end detail only 1 TL span Path of center of gravity of prestressing B steel to approximate a parabola. There shall be a minimum of 2 hold downs within the span. El a x 12' -0" 109' -911 �J— Details shown are for pretensioned girders. the contractor may submit details for post -tensioning which shall be subject to the approval of the Engineer. -4" 12 #4 > @1 1; #4 col tot 4 ith #4 n es @, 6 max - #5 or� when conf f i with strand 1 )t 2 1" clr #4 cont tot 4 0 Q0 U) — — I C F a� X (D Q0 0 r/J ub u I mens I on =L,�74 To I erance = ±1 " E #8 x 4'-0" thru 11/2" 0 hole at each end when diaphragm is continuous, holes need not be grouted. 1" x 1'-0" bolt re wired for exterior irder ELEVATION q g . See "Insert Assembly C =field bend - typ #4 cont tot 4 #44'-0" tot 6 #5 or with #4 n crossties @, 6 max 1,_011 #6 Tot 2 4/_011 1'-7" ECTION Field bend typ #6 tot X {#4 cont #4 4 0 #9 See #7� Detail D -D 1 #5 x 6,-0" G 1 #515±ma #8 dowe #8 x 4'-0" dowels placed through 11/2" 0 holes formed in girder, when diaphragm Is continuous. Holes need not be grouted #6 cont. tot. 2 *6 tot 2 )etween girders ;Top & bottom) 4 tot 2 )etween girders 61/2 End may be sloped as required � See DETAIL "E" DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS 08 SBd 10 12.3/14.1 539 1 624 J� C Q*FESSIONgI REGISTERED ENGINEER - CIVIL w Pete B. Smith 03/29/11 No. C60122 PLANS APPROVAL DATE * Exp. The State of California or its officers or agents C I V I L �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. 2 PRESTRESSING NOTES JACKING FORCE (p): The manufacture jacking force required at point of control along the span. The jacking force does not include any fabrication specific losses. CONCRETE STRENGTH: f' c i (Ks i) is at time of initial stressing. f'c (ksi) is at 28 days DEFLECTION COMPONENTS: Informational - to be used in setting screed line elevations. Screed line elevations for deck concrete will be determined by the Engineer. Contractor may interpolate "P" and "X" values between limits shown, as approved by the Engineer. PRESTRESSING STEEL: Prestressing steel sha I I be 270 ks low -relaxation strand GirderConcrete location or designation and length Jacking Force (P) in Kips li �I X Strength (Ksi) Deflection Components in Inches f ci c f c (DDeck DL O Rail DL Span 1 6" 1318 6.6 7.0 1.765 0.168 bolts with insert s when diaphragms )ntinuous. Bolt for exterior girders REJ INTERMEDIATE DIAPHRAGM 2 2Y411 1 malleable iron or eel hex nut with 0 x 3" bolt I" min W 0 W 0 J W SECTION A -A 1 SECTION B -B 2 SECTION C -C 2 SECTION E -E 2 SPECIAL DETAILS INSERT ASSEMBLY 0 J D_ REVISED STANDARD DRAWING STATE OF BRIDGE NO. � 1 Deleted Detai I DIVISION OF 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) o �/ i i APPROVED BY Jim Ma RELEASED BY � � � J ` �� --�- CALIF 0 R N I A NOLE X S 1� 1� O�� RESPONSIBLE TECHNICAL SPECIALIST � RESPONSIBLE OFFICE CHIEF E N GIN E E R I N G S E R V I C E S POST MILE APPROVAL DATE 07-21-08 RELEASE DATE REVISED 2 Modified Deta i I DEPARTMENT OF TRANSPORTATION 1 3.2 PRECAST PRESTRESSED I GIRDER (L R F D DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES C U 0 8 2 2 4 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET of FOR REDUCED PLANS 0 1 2 3 E A 4 6 81 01 EARLIER REVISION DATES � 3/ 0 07/ /10 10/ /10 01 /28/11 1 6 2 5 USERNAME _> FUSER REQUEST RW 21, see "RETAINING WALL 21 p I ans -� Structure - Approach Type N(30D) (Mod) "C" Line 28+00 Structure Approach Type R(30D) (Mod) RW 22, see "RETAINING WALL 22" plans Stubwa I I LOL = RW LOL Chain Link Rai I ing Type 7 ( Mod 1 ) , Typ See Note 7 Ut i I i ty Conduit, see ''TYPICAL SECTION" sheet 0 RW 680, see "RETAINING WALL 680" plans i Detail A, see Note 6 I , r ` LEGEND Won 29+00 Existing WingwalI PLAN See "REFINISH 1 11 =201-011 DETAIL - PART PLAN" Conic E Type zr see N( Sidewalk StrUCtUrE approach Slab, see Note 1 FG MSE panel, see "RETAINING WALL 21 " p I ans SECTION A -A 3/4..=1 /_0.. NOTE: 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) C+l IhXA/n I I SECTION B -B ��=1 /_o�� 3/4 30+00 Structure Approach Type N(30D) (Mod) Z Structure Approach Type R(30D) (Mod) -- Existing Structure New Stucture Approach Slab, BB see Note 3 1. For details and reinforcing not shown, see SHEET No TOTAL SHEETS "STRUCTURE APPROACH TYPE N (30D )" sheet. 12.3/14.1 2. For deta i I s and re i nforc i ng not shown, see FESS REGISTERED CIVIL ENGINEER DATE �o Quo IOIV4 w "ABUTMENT DETAILS NO. 2"0 03/29/11 OVERHEAD 3. For deta i I s and re i nforc i ng not shown, see shall not be responsible for the accuracy or ST P q 1 TF completeness of electronic copies of this plan sheet, OF CALIFo 'STRUCTURE APPROACH TYPE R(30D)"o B11-56 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 4. For deta i I s and re i nforc i ng not shown, see I 5. For deta i I s and re i nforc i ng not shown, see B11-54 6. �� For DETAIL �� �� A , see APPROACH APPROACH DETAILS NO. 1 DETAILS NO. 2" sheet. 13.2 7. For details not shown, see B11-52 8. Indicates limits of payment for prepare and stain concrete. Q '+I 1 /- 6" x 611 Existf i I let, T y p Ret wa Concrete Barrier Type 736 ( Mod 1 ) , see Note 4 _--Flow Iine Concrete Barrier see "ROAD PLANS" RW 696, see "RETAINING WALL 696" plains Conc Barrier Type 736 (Mod1 ), � see Note 4 9 Structure Approach Type R(30D) (Mod), Ik see Note 3 Structure — approach slab, see Note 1 1 • • -e 2 BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I ill Ful ler Optional construction joint CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #7 @ 10" No 8 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 540 624 SJR- 02/01 /1 2 FESS REGISTERED CIVIL ENGINEER DATE �o Quo IOIV4 w 1 0 Pete B. Smith Z 03/29/11 OVERHEAD PLANS APPROVAL DATE W No. C60122 M The State of California or its officers or agents Exp. CIVIL 7D shall not be responsible for the accuracy or ST P q 1 TF completeness of electronic copies of this plan sheet, OF CALIFo SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 i Existing New EOD EOD RW 696, see "RETAINING WALL 696" Plans —� Limits of Ref i n i shed edge of Bridge Deck REFINISH DETAIL - PART PLAN 1 "=1 0/-0" Face of exist abut _ _ �R Concrete Barrier Type 736 (Mod1 ), see Note 4 Utility Conduit, see "TYPICAL SECTION" sheet 1 ,_6" FG Qo o � Approx OG rNr-T A T I r7) Concrete Barrier Type 736 (Mod1 ), see Note 4 Ut i I i ty Conduit, see "TYPICAL SECTION" sheet Roadway surface Exist abut 2 Lira Approach Slab, see Note 3 See "Detail B" Approach Slab, see Note 3 Conctere Barrier Type 736 ( Mod 1 ) , see Note 4 End of Bridge barrier to match sloped face of barrier on retaining wall Match edge of existing end diaphragm, see Note 3 Concrete Barrier Type 736 (Mod1 ), see "RETAINING WALL 696" plans New EOD Existing EOD line lineIFF, �I 1 6"+ RW barrier see 411"RETAINING WALL 696" plans �/2" open joint SECTION C -C Y411=1 /-Oil SECTION E -E PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST 411=1 /-oil Li 0 W 0 J 0- w o- BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 7D 54C0065 I POST MILES APPROACH DETAILS NO. 1 W 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 07/ 10 10/ /10 01/ 11 1 7 2 5 Concrete Barrier Type 736 (Mod1 ), see ''RETAINING WALL 680" plans Rock Blanket see, ''LANDSCAPING PLAN'' A ti— Barrier joint N� Cp_ 0 �e Concrete Barrier Z_ Type 26 (Mod1) N Flow line A Barrier slob, see ''RETAINING WALL 680'' plans 0 (D U) C v0 4- 0 °E VJ 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) �oUoo 0 00� o � oo �00 C)oDo 00000 � 0000 DO 0 �ooCJO o O �°O �/2'' Expansion joint f i l ler (4 sides) Edge of approach slab See Note 2 Bridge joint m DETAIL A 11=1 /_o11 1/2 See ''RETAINING WALL 68011 plans Sidewalk, see ''ROAD PLANS'' Cherry Avenue Overhead Bridge No. 54CO065 Conc Barrier Chain Link Rai I ing Type 7 ( Mod 1 ) , Typ See Note 3 Conc Barrier Type 26 (Mod1, Uti I ity Condu see ''TYPICAL SECTION" shee- 1 HMA, see 0'-\\ ''ROAD PLANS'' 49 Edge of approach slab Structure Approach Type N(30D) ( Mod) , see Note 1 SECTION A -A Y211=1 /_011 BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I ill Ful ler SECTION B -B 1/211=1 /_011 SECTION E -E 11=1 /-o11 1/2 CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PLANS" -ouch �9 Note 1 DIST COUNTY I POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS NOTES: 08 SBd Edge of approach slab See Note 2 Bridge joint m DETAIL A 11=1 /_o11 1/2 See ''RETAINING WALL 68011 plans Sidewalk, see ''ROAD PLANS'' Cherry Avenue Overhead Bridge No. 54CO065 Conc Barrier Chain Link Rai I ing Type 7 ( Mod 1 ) , Typ See Note 3 Conc Barrier Type 26 (Mod1, Uti I ity Condu see ''TYPICAL SECTION" shee- 1 HMA, see 0'-\\ ''ROAD PLANS'' 49 Edge of approach slab Structure Approach Type N(30D) ( Mod) , see Note 1 SECTION A -A Y211=1 /_011 BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I ill Ful ler SECTION B -B 1/211=1 /_011 SECTION E -E 11=1 /-o11 1/2 CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PLANS" -ouch �9 Note 1 Abut 2 Concrete Bar Type 26 (Mod (`nr��ro+o Rnrr i or IVI J L YY V I I anel see 'RETAINING SECTION C -C WALL 6801111 plans 1/2 -1 -0 S i dewa ''ROAD PLANS'' SECTION D -D er slab, see ''RETAINING WALL 680'' plans 1/211=1 /_o11 Type 6 /_ 911 Type 26 (Mod1) Stem of Type 26 (Mod1) 736 (Mod1 ) tapers to Type 736 ( Mod 1) Match top of barrier Top of sidewalk CV if >proach ab, see Note 1 Top of L deck >° PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Barrier joint _ 0 Top of 11 sidewalk Note: Type 7 Chain Link Ra i I i ng (Mod1) not shown UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST ELEVATION F -F 11=1 /_o11 1/2 Sidewalk on Approach slab Dach see Note 1 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS NOTES: 08 SBd 10 12.3/14.1 541 w 624 1. For details andre i nforcement �� B SSR- 02/01/12 (WIDEN) not shown see � STRUCTURE ES SIO REGISTERED CIVIL ENGINEER DATE Q Nq� 54C0065 APPROACH T TYPE N (30D )" sheet. �o Fc 2. Approach slab joint to be Pete B. Smith 03/29/1 1 Z perpendicular with face I POST MILES No. C60122 M of sidewalk. PLANS APPROVAL DATE APPROACH DETAILS � Exp. The State of California or its officers or agents CIVIL � 3 o For details not Shown See B 9 shall not be responsible for the accuracy or STgTE 0��1P completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Q T.Y. LIN INTERNATIONAL DISREGARD PRINTS BEARING 3550 VINE STREET, SUITE 120 SHEET OF z RIVERSIDE, CA 92507 NO.: 08-468004 Abut 2 Concrete Bar Type 26 (Mod (`nr��ro+o Rnrr i or IVI J L YY V I I anel see 'RETAINING SECTION C -C WALL 6801111 plans 1/2 -1 -0 S i dewa ''ROAD PLANS'' SECTION D -D er slab, see ''RETAINING WALL 680'' plans 1/211=1 /_o11 Type 6 /_ 911 Type 26 (Mod1) Stem of Type 26 (Mod1) 736 (Mod1 ) tapers to Type 736 ( Mod 1) Match top of barrier Top of sidewalk CV if >proach ab, see Note 1 Top of L deck >° PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Barrier joint _ 0 Top of 11 sidewalk Note: Type 7 Chain Link Ra i I i ng (Mod1) not shown UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST ELEVATION F -F 11=1 /_o11 1/2 Sidewalk on Approach slab Dach see Note 1 BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54C0065 I POST MILES APPROACH DETAILS NO. 2 W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEAl SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 102101112 07/ 10 10/ /10 1 8 25 RW 21 Note 7 A Parallel to f ace of pav i ng notch for skews up to 200 See Note B Stubwall Front face of barrier B C ABB or EB Longitudinal const. point. A ( See Note 3 ) -------------------------- and B6-21 6 II #5La 6 Building paper RW 680 Note 8 "b" bars — A Bridge deck See Approach Slab Transverse Contact Joint" table S_ Roadway pavement 30,_011�_ 30,_011 SKEW < 200 PLAN 2 SKEW < 200 1'=10' 30'-0" - Pay limits for Structural Concrete9App5ach Slab #5 bar chairs @, 3' -0" + Lane line Concrete barrier Bridge deck 6„ BB or EB Pou sea 3 STRUCTURE APPROACH - END STAGGER" DETAIL transversely and 4/-0 "+_ Transverse contact joint longitudinally PAVEMENT See Note 5 7 #5 ca, 12 —See "Tie Detail"� "b" bars 3" slotted See plastic Note 2 of paving notch of paving notch pipe. Parallel to face of Stagger lines 24' #6 9 12 C, U P N use (Detail A) to 36' apart > 450 0 O 000 Stagger at each P N use (Detail A) lane line 7 N0-------- F i I ter fabr i s Q0 M #18 1� 6 #5 18 0 Woven tape fabr i s a bars 6. At the contractor's option,approach slab transverse o reinforcement may be placed parallel to paving notch. jeocomposlte drain SECTION A -A See Note 23/411=1 , _ 011 3" Signal Intersect Conduit, 4" Electrical Conduit, 3'' Ramp Metering Conduit, 2" Lighting Conduit and 3-2'' Fiber Optic Conduits in Chain Link (B11-52 Abut 2 Approach Slab, see Railing Type 7 ELECTRICAL PLANS (Mod1 ) Concrete barrier Type 26 (Mod1)811-54 Ut i I i ty Conduit, for additional reinforcement see "TYPICAL not shown, see �J SECTION" sheet Uti I ity Conduit, see "TYPICAL SECTION" sheet #5 x 7'-0" 9 Structure Approach #4 a 18 #5 cont #6 @, 12 II ��tot 4 #5 cont G, 18 - 3/-4 11 0, b bars O 0000 #5 15 Chain Link Railing - Type 7 (Mod1) 611-52 i Match deck overhang #5 x 4'-0'' 412 Stubwa I I 2" 2 _011 Geocomposite drain SECTION C -C 2 3/411 =1 _011 #5 x 12'-o" 18 0 0 #5 cont tot 4 = "a" bars TPB N 3 "DETAIL A" 3" x 3" x 1/4" angle �— See Note 4 or 6" x 1/411 p I ate EDGE ANGLE DETAIL 2" max i/2-=1 311 x 3'' x 1/411 angle (Galvanized) (See "Edge Angle Detail"). Low side o �3 > I e �„ /6 Structure appr ch • 211 6, 1/411 /411 x 3/4 I I 8 1 1 flat Kar @, 1 centers I � P I a 1/4" hardwo between slab and wing II with smooth 'de toward wingwall (TO B SED WITH TYPE 25 0 TYPE 27 CONCRETE BARRIER) DETAIL B 1 1 211=1 / _011 See "Road11 Po I ystyrene around P I ans anchor assembly 3411 9 ga I v . rod @,24 with nut and threaded ends. Rod encased i n 1 " ;0 x 2' -411 PVC conduit See Note 1 clr N 8 clear, other _____________ depths must be approved by the Engineer If Concrete barrier Type 26 (Mod1)811-54 for additional reinforcement not shown, see 34' Y x 8'' bol t 3/411 steel coupling nut FL' 21411 x 1/411 x 21411 with 1" Or hole #5 I @ 911 4/-811 #5915" #5 6, -811 Stagger @, 71/211 5��15'I J II #5 Tot 11 _ 1 ' -1 0" _ #4 C) 18 00000 O O Approach s I ab reinforcement �✓� . ° ° ° ° ° . ° J1 1 TPB .C: 1 , _011 :2 II MSE wall panel, see 9 - ''RETAINING WALL 21" plans II 2 I We I ded w i re mat 3 TYPE E-2II Detail ( 1" Expanded polystyrene 4 SECTIO N B- B 0 2" Expanded polystyrene 11 =1 _011 3/4 REVISED STANDARD DRAWING �/ �+Q APPROVED BY M. Ha RELEASED BY 0. Alcantara FILE X S V - 1 8 Oe RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF APPROVAL DATE 8-12-08 RELEASE DATE Revised 1 Deleted Detail <2> Modified Detail <3> Removed Detail <3> Added Detail DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 2 TIE DETAIL 3/411 =1 _011 STATE OF DIVISION OF CALIFORNIA ENGINEERING SERVICES DEPARTMENT OF TRANSPORTATION CU 08224 o i z s EA 468001 U CV n u DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SB 10 12.3/14.1 542 624 J� C Q�OFESSIONgI REGISTERED ENGINEER - CIVIL w Pete B. Smith 03/29/1 1 No. C60122 PLANS APPROVAL DATE * Exp. The State of California or its officers or agents C I V I L �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. APPROACH SLAB TRANSVERSE CONTACT JOINT WITH AC ROADWAY WITH PCC ROADWAY APPROACH SKEW PAVEMENT PAVEMENT 7 Parallel to face Parallel to face < 200 of paving notch of paving notch Parallel to face of Stagger lines 24' 200- 450 P N use (Detail A) to 36' apart > 450 Parallel to face of Stagger at each P N use (Detail A) lane line 3 "TYPE 736 OR TYPE 736" Detail B BAR CHAIR DETAIL 1 1/211=1 / _o11 NOTES: 2 w I. For details not noted or shown,see Structure Plans. 7 2. For drainage details,see "Structure Approach Drainage Details" sheet. 3. Longitudinal construction joints,when permitted LLJ by the Engineer,shall be located on lane lines. 4. End angle or plate at beginning of barrier transition end of wingwall or end of structure approach, as applicable. 5. For transverse contact joint with new PCC paving, refer to Standard Plan P10. 6. At the contractor's option,approach slab transverse reinforcement may be placed parallel to paving notch. Spacing of transverse reinforcement is measured along � roadway. w 0 7. For retaining wall No. 21, see "RETAINING WALL 21" plans. kpf go For retaining wall No. 680, see "RETAINING WALL 680" plans. 0 w SPECIAL DETAILS 0 w n BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) W o 54CO065 POST MILE 13.2 STRUCTURE APPROACH TYPE N(30D ) DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES � 3/ /1007/ /1 10/ /1 1 / /11 2/01 /12 1 9 2 5 USERNAME _> FUSER REQUEST Parallel to face of paving notch for skews up to 100 ,----------------- I Existing sting I I I A L-------- ----- RW 22 Note 8 Longitudinal const. joint. ( See Note 3 ) Front face C) of barrier Existing C Ret wall 30'-0" min See Note 1 and (B6-2)1 Match existing bridge deck grade or bridge overlay grade -- -- c cn a� - L +I 0 ' > CV i a1 3 #5 tot 2 A "b" bars Bridge deck RW 696 Note 9� PLAN 2 30'-0" min SKEW < 10° Roadway pavement -------------- a O A bars O h SKEW < 100 No Sca I e Pay limits for Structural Concrete, Approach Slab Concrete Barrier, see "ROAD PLANS" 30' -0" min . see Note 4 Transverse contact joint, #5 bar chairs 3 �-0��+ match existing or proposed transversely and 4 -0 - pavement.See Note 5 longitudinallyCD = See "Tie Detail" #5 12 #5 10611 6 #6 @,1 2 ''b"bars cv - U 0000 �Lo- #5 18 #4 G 1 6 #8 @ 6 ' - II F 7il ter "a" bars —#4 Tot 2 fabric SECTION B ildi - m c9 � A -A 2 u I i n9 paper 411 = 1 , _oil - Pav i ng. notch 3" Signal Intersect Conduit I extension �� 9 r�T i 6 �� Drill & bond #5 G 18, 1 ' -0'' into existing,see Note 2 21/4 x 1/4 � � x 21/4 .. with 1" 0 hole � %4" 0 rod @, 24, with nut and threaded ends.Rod to be encased in 1" 0 x 2' -4 '' PVC conduit 811 clear, other depths See Note 1 must be approved _—__— by the Englneer 4 Electrical Conduit, 3'' Ramp Metering Conduit, 2" Lighting Conduit and 3-2'' Fiber Optic Conduits in Abut 2 Approach Slab, see "ELECTRICAL PLANS" 2" c I r 119 21/211 c I r 300 LA Polystyrene Drill and bond 2�� cIr around anchor 1'-0" into existing' C\, assembly See Note 2 ' -------------------- Limit of excavation for ma - constucting paving notch extension TIE DETAIL 2 3/411 = 1 -oil NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1 "DETAIL A" Utility Conduit, see "TYPICAL SECTION" sheet - Roadway Pavment, see PLANS' 1 "STRUCTURE APPROACH - END STAGGER DETAIL" Barrier `( See I "Road Plans" L �, Woven tape fabric 3" slotted plastic pipe, see "STRUCTURE APPROACH DRAINAGE DETAILS" sheet 1 "DETAIL C" Concrete barrier Type 736 (Mod1) Note 10, for additional rB1-56 rA i nfnrr PmAn+ nn+ chnwn See SECTION C -C 411 = 1 , -oil 3 2/21 1 4 #5 ba DIST. COUNTY ROUTE MILE POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SB 10 12.3/14.1 543 624 Q�OFESSIONgI REGISTERED ENGINEER — CIVIL ��' 'yc� w Pete B. Smith 03/29/1 1 � No. C60122 PLANS APPROVAL DATE # Exp. The State of California or its officers or agents J� CIVI L �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY WITH PCC ROADWAY PAVEMENT PAVEMENT < 10° Parallel to face Parallel to face of paving notch of paving notch 100 - 450 Parallel to face of Stagger lines 24' P N use (Detail A) to 36' apart > 450 Parallel to face of Stagger at each P N use (Detail A) lane line %4�� malleable s iron or steel coupling nut D rod x 1'-0" Thread one end 1 %2" x 31/2"continuous recessed key "b" bars "a" bars STAGE 1 STAGE 2 STAGE 1 STAGE 2 Drill and bond 11 I Drill and bond #5 x 1/-9'' 12 /2 x 3 /2 continuous #5 x 1-/9 " 1 2 into 6 deep hole recessed key into 6" deep hole L --- BAR CHAIR DETAIL __---Concrete barrier Type 736 (Mod1) Note 10, for additional 811-56 reinforcement not shown, see �-J #5 x 7'-0" @ 9 Structure Approach #5 cont #6 12 tots 4 #5 cont 18 b bars �- SECTION 3/4..=1 -o.. #5 x 4,-0" 4 %2 D -D O -#5 x 12'-0'' 18 #5 cont tot 4 "a" bars TPB 1'/211 = 1 , -oil 1 "DETAIL B 300 STAGE 1 1 STAGE 2 LONGITUDINAL 30° EXISTING STRUCTURE APPROACH NEW CONST. CONSTRUCTION JOINT ALTERNATIVES %41I = 1 , _oil NOTES: 1. For details not shown or noted, see Structure Plans. Ld Adjust bar reinforcement to clear a sawcut for sealed joint,when required. 11 2. Space to avoid existing prestress anchorages and main reinforcement. W 3. Longitudinal construction joints,when permitted by the Engineer,shall be located on lane lines. Lij 4. Transverse contact joint sha I I be a minimum of 5'-0'' from an existing or constructed weakened plane joint. 5. For transverse contact joint with new PCC paving. refer to Standard Plan P10. 6. Couplers are required for stage construction. 7. End an le or plate at beginning of barrier w transition, end of wingwall or end of structure approach as applicable. 8. For retaining wall No. 22, see ''RETAINING WALL 22'' plans. 11 9. For retaining wall No. 696, see "RETAINING WALL 696" plans. LLJ SPECIAL DETAILS 10. Prepare and stain a I I exposed surfaces of barrier. o REVISED STANDARD DRAWING STATE OF BRIDGE NO. � RELEASE Revised DESIGN BY M. TRAFRAL/S CHECKED E. THORK/LOSE/v RELEASED BY 1 Removed Deta i I 3 Added Deta i I D I V I S I D N 0 F 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) o DATE CALIFORNIA FILE DETAILS BY R.YEE CHECKED E.THORK/LOSE/V 2 Modified Deta i I ENGINEERING SERVICES MILE POST q DRAWING DEPARTMENT OF TRANSPORTATION 13.2 STRUCTURE APPROACH TYPE R (30D N0. XS' -140e SUBMITTED BY M. HA 8/92 DATE OF ICE CHIEF DS OSD 21 47A (ENGLISH) (REV . X/XX/XX) ORIGINAL SCALE IN INCHES C U 0 8 2 2 4 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 I 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES � 3/ /10 7/ /1 10/ /1 1 / /11 2/01 /12 2 0 2 5 USERNAME _> FUSER REQUEST a - o (D m Toe of slope 3" Plastic pipe (Slotted) at normal end 1 1 1 1 1 1 1 IE StubwaII G �; ap CKE = F� G end =1�i Geocomposi- (n drain -] 0 Structure Approach X ----------------------- iii iu i Concrete Barrier - Toe of slope .:• /j ---------------------- I��) II _ � Geocomposite 11 11 drain Structure Approach i ui li i ------------------------- ------------------------------- TYPICAL _______________________ 2 3 TYPICAL PLAN 3" Plastic pipe ( Slotted ) Geocomposite drain 3" Plastic pipe ( Unslotted ) 3 Plastic pipe ( Unslotted ) Top of footing *For pipe layout at staggered end,see "Detail B H Structure Approach ii ------- Stubwall ----- 3" Plastic -1i1 pipe ( Slott d at stagger end DETAIL B O No Scale Optional construction joint,see ''SECTION H -H" -�J SECTION E -E Finished grade Edge of footing 2 11=1 / -011 1/2 NOTE: Bends and junctions in 3'' plastic pipe are 30'' radius min. REVISED STANDARD DRAWING RELEASE A/ 1��/ �Q DESIGN BY M. TRAFRAL/S CHECKED E. THORK/LOSE/V RELEASED BY DATE �F L v DETAILS BY R. YEE CHECKEDFILE R,,A� E.THORK/LOSE/V NO. xs3-110e SUBMITTED BY M. HA DRAWING 4/98 DATE OF ICE CHIEF DS OSD 2147A (ENGLISH) (REV. X/XX/XX) F- 0 co U) 0) .0 o L Strip Waters X Filter Fal LIJ wrap aro Geocc SECTION G -G 1/411=1 , -011 4 "DRAINAGE DETAILS" DETAIL A See "DETAIL B'' SECTION H -H 1 Deleted Detail • 2 Modified Detail 1 "=1 ' -0" 3 Added Detail 4 Removed Detail ORIGINAL SCALE IN INCHES FOR REDUCED PLANS No Scale 3'' Uns I otted plastic pipe 4'' Drain Geocompos I to Drain C -aina l I nor DETAIL B 11/2..=1 -0.1 Cap-Typ See Note 2 3'' S I otted plastic pipe, see Note 2 Tee 3.. Conennct I on Min Backf ace of Abutment or Retaining wall SECTION A -A 1"=1'-0" STATE OF DIVISION OF CALIFORNIA ENGINEERING SERVICES DEPARTMENT OF TRANSPORTATION ICU 08224 0 1 2 3 EA 468001 3'' Slotted pipe I I'% t DIST. COUNTY ROUTE MILE POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SB 10 12.3/14.1 544 624 J� C Q�OFESSIONgI REGISTERED ENGINEER — CIVIL �� 'yc� w Pete B. Smith P 03/29/1 1 rr� NO. C60122 PLANS APPROVAL DATE # Exp. The State of California or its officers or agents P, CIVIL �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. 0 Deta i I A SECTION 1-1 1/21 =1 / _0il BO -1 top 1-3 1. 4'' 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). Lij For wa I Is adjacent to sidewalks or curbs, provide 4" plastic pipe under the sidewalk to discharge through curb face. Exposed wa I I dra i nsLLJ 0 s ha I I be located 3'± above finished grade. 0 2. Geocomposite drain9 cement treated permeable base, W and 3'' 0 slotted pIastis pipe continuous behind retaining wa I I or abutment. 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. LTJ a 0 BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) L' o 54CO065 MILE POST STRUCTURE APPROACH DRAINAGE DETAILS 13.2 DISREGARD PRINTS EARLIER REVISION BEARING DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ /10 7/ /10 0/ /10 1/7;7/11102/01/11 21 1 25 USERNAME _> FUSER REQUEST 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 Z 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' +/- S'LY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N: 1846574 454 E: 6716783 325 Elevation 1027 134 SET REBAR .W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, Cherry Ave 300'+/- E'LY OF CHERRY NOTES: becomes very dense (1) This LOTB sheet was prepared in accordance with the Caltrans 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 b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. 2.4 "C" Line 45% medium to fine SAND, 55% fines, I ow plasticity OM UW DS PA 3811.4 STA. 28+52±9 Ot T.1.OM A - 09 - 001 E I . +1055.0 ft .. ® OM 7 SILTY SAND w I th GRAVEL SM : dense, o I I ve-brown OM 5% fines, nonp I astic, weak cementation dense, I i few fine GRAVEL, 6 Asphalt Concrete 1 mostly coarse to fine SAND, trace fines, .4 SILTY SAND (SM): very dense., olive moist few fine +1050- 41 1.4 SILTY SAND (Sm): dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 GRAVEL, mostly coarse to fine SAND, little fines, I i Hammer Energy Ratio (ER i =75%) coarse to fine SAND, few fines IREF/6"11.41 1070i 8 nonp ast c, weak cementation OM 88/11 2.4 2 Poorly graded SAND with GRAVEL (SP): very dense, OM UW DS PA n UW +1040 +1030 +1020 +1010 +1000 +990 •:• +970 +960 +950 R. Zezof f DESIGN OVERSIGHT M) becomes dense 50/6 2.4 4.l: U UW becomes very dense 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation 5-7. X. OM CR a 41 1 .4 .4 DISREGARD PRINTS BEARING 57 2.4 6 45% medium to fine SAND, 55% fines, I ow plasticity OM UW DS PA 3811.4 Poorly graded SAND with SILT(SP-SM):dense, T.1.OM PA 90/11 1.4 18 F5-771-.4110 olive -brown, dry, 95% coarse to fine SAND, OM 7 SILTY SAND w I th GRAVEL SM : dense, o I I ve-brown OM 5% fines, nonp I astic, weak cementation dense, I i few fine GRAVEL, 66 1 mostly coarse to fine SAND, trace fines, .4 non lastic weak cementation 17% fine GRAVEL 60% coarse to fine SAb very o ve-gray, mostly SILTY SAND (Sm): dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 SILTY S,AND with ith GRAVEL (SM): very dense, olive -brown, moist, I i tt I e finemoist Hammer Energy Ratio (ER i =75%) coarse to fine SAND, few fines IREF/6"11.41 1070i 8 ; .:t. OM Poorly graded SAND with GRAVEL (SP): very dense, OM UW DS PA GRAVELmostly coarse to fine SAND, little fines, nonplastic, weak23% cementation Bulk 1 7 olive -gray, dry, little coarse to fine GRAVEL, 22 , Poorly graded SAND with GRA SP : very dense olive -gray, dry, little coarse to fine GRAVEL 9 :.` OM UW mostly coarse to fine SAND, trace fines, 19412.41 PROJECT ENGINEER DATE: 09/16/09 to 10/21/09 , mostly coarse to fine SAND trace fines 9 nonplastic, weak cementation 861.410 43% coarse to fine GRAVEL, 52% coarse to fine SAND, 5% fines, nonpIastic, 4: M 61 1.4 8 ; : OM 11 FILE => $REQUEST 75/10 1.4 REF /3 12 REF /4.5 12.4113 No recovery 2.4 Poorly graded SAND with GRAVEL (SP): very dense, of ive-grays dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, REF /5 2.4 9 UW REF /5" 12.4113 No recovery 21 &(PA) 1._47 4 nonplastic, weak cementation SANDY Icon CLAY (CL): very stiff, dark yellowish brown, moist, 39% fine SAND, 617. fines, I ow M UW PA PP lasOOOO pard olty hard, olive -brown 13% fine GRAVEL, 32% medium to 17412.411-5 fine SAND, 55% fines, low plasticity, PP>4.5 tsf REF/61 1,4116 Poorly graded SAND with SILT and GRAVEL (SP -SM): verydense, olive -brown, dry little coarse to fine GRAVEL, mostly coarse 1'o fine SAND, trace 50/4 1 .4 17 ; `: OM fines nonplastic, weak cementation 9 Poorly graded SAND with GRAVEL (SP): very dense, REF /6 18 OM o I i ve-brown, dry, I i tt I e coarse to fine GRAVEL, 1 .4 mostly coarse to fine SAND, trace fines, Terminated at El. 954.5 ft nonplastic, weak cementation Drilled on 10/21/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling 27+00 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) 28+00 DRAWN BY J. Fang CHECKED BY I L. Cheung 28+00 811 29+00 A-09-001 EI. +1056.5 ft A-09-002 El II 30+00 PLAN 1 " = 40' "B" Lin Sta 31 +35.26 Cherry Ave= Sta 694+57.86 "B" Line "C" Line rn O 0 ''A'' Line 31+00 32+00 C O rn -+- Qo rn 0) Cn1 0 C + � � 0 0 O o 0 A-09-003 co 8" � "C" Line "C" Line STA. 30+08±; 80LT± STA. 30+33±; 86RT- A-09-002 EI . +1057.5 ft 8 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, -1 I i tt I e fine GRAVEL, mostly coarse to fine SANG, little finesnonplastic, weak cementation M> UW RS becomes dense 63 2.4 SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonpIastic, weak cementation �� O0 -C 0) UC Co F_ cr-o O:D �-U Sta 32+19.29 �_ Cherry Ave= Sta 694+58.40 ''A'' Line 33+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 545 624 0210111 2 �OFESS10 REGISTERED CIVIL ENGINEER DATE �o e IV4 S.PIRATHIVIRAJ z 03/29/11 rn No. C71662 PLANS APPROVAL DATE � Exp. 12/31 /13 � The State of California or its officers or agents shall not be responsible for the accuracy or STa C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 A-09-003 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, I ittle fine GRAVEL, most I y coarse to fine SAND, little finesnonp I ast i c, weak cementation M U M P SILTY SAND (SM): dense, olive -brown moist, few fine GRAVEL, mostly coarse to fine SAND, little f I nes, nonp I ash i c, weak cementation 11% coarse to fine GRAVEL, 68% coarse to fine SAND, 21% fines Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonD I ast i c. weak cementation SILTY SAND (SM): dense., olive -brown , moist, few fine GRAVEL, mostly coarse 3911.4 8 U to fine SAND, little fInes, nonp I ast i c, weak cementation \ becomes very dense Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, 5512 4 9 KD(�� little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 78/11"12.41 OM CV U UW becomes very dense 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation (WIDEN) nonplastic, weak cementation SANDYlean CLAY (CL):very stiff, dark yellowish a O Pq Q .4 DISREGARD PRINTS BEARING plasticity, PP >4.5 tsf 28+00 811 29+00 A-09-001 EI. +1056.5 ft A-09-002 El II 30+00 PLAN 1 " = 40' "B" Lin Sta 31 +35.26 Cherry Ave= Sta 694+57.86 "B" Line "C" Line rn O 0 ''A'' Line 31+00 32+00 C O rn -+- Qo rn 0) Cn1 0 C + � � 0 0 O o 0 A-09-003 co 8" � "C" Line "C" Line STA. 30+08±; 80LT± STA. 30+33±; 86RT- A-09-002 EI . +1057.5 ft 8 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, -1 I i tt I e fine GRAVEL, mostly coarse to fine SANG, little finesnonplastic, weak cementation M> UW RS becomes dense 63 2.4 SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonpIastic, weak cementation �� O0 -C 0) UC Co F_ cr-o O:D �-U Sta 32+19.29 �_ Cherry Ave= Sta 694+58.40 ''A'' Line 33+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 545 624 0210111 2 �OFESS10 REGISTERED CIVIL ENGINEER DATE �o e IV4 S.PIRATHIVIRAJ z 03/29/11 rn No. C71662 PLANS APPROVAL DATE � Exp. 12/31 /13 � The State of California or its officers or agents shall not be responsible for the accuracy or STa C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 A-09-003 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, I ittle fine GRAVEL, most I y coarse to fine SAND, little finesnonp I ast i c, weak cementation M U M P SILTY SAND (SM): dense, olive -brown moist, few fine GRAVEL, mostly coarse to fine SAND, little f I nes, nonp I ash i c, weak cementation 11% coarse to fine GRAVEL, 68% coarse to fine SAND, 21% fines Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonD I ast i c. weak cementation SILTY SAND (SM): dense., olive -brown , moist, few fine GRAVEL, mostly coarse 3911.4 8 U to fine SAND, little fInes, nonp I ast i c, weak cementation \ becomes very dense Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, 5512 4 9 KD(�� little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 78/11"12.41 OM 4 U UW becomes very dense 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation (WIDEN) nonplastic, weak cementation SANDYlean CLAY (CL):very stiff, dark yellowish 37 1 16 O Pq brown, moist, 38% fine SAND, 62% fines, I ow .4 DISREGARD PRINTS BEARING plasticity, PP >4.5 tsf EARLIER REVISION 45% medium to fine SAND, 55% fines, I ow plasticity SILTY SAND (SM): dense, olive -brown, moist, trace fine GRAVEL, most I y 3811.4 SILTY SAND SM : very dense, olive -brown, mo I st, T.1.OM PA 90/11 1.4 18 F5-771-.4110 little fines, nonplastic weak cementation, with lense of CLAYEY SAND a� top OM coarse to fine SAND, little fines, nonplastic, weak cementation SILTY SAND w I th GRAVEL SM : dense, o I I ve-brown OM 5 4 Lu mostly coarse to fine SAND, trace fines, non lastic weak cementation 17% fine GRAVEL 60% coarse to fine SAb at El. 955.0 ft SILTY SAND (Sm): dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 SILTY S,AND with ith GRAVEL (SM): very dense, olive -brown, moist, I i tt I e finemoist Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation 6 1070i nonplastic, i fines, weak cementation 17812.41 11/-T.150/3''12.41 02101112 OM UW DS PA GRAVELmostly coarse to fine SAND, little fines, nonplastic, weak23% cementation Bulk 1 7 ;LL 22 , Poorly graded SAND with GRA SP : very dense olive -gray, dry, little coarse to fine GRAVEL STATE OF CALIFORNIA s. Pirathiviraj FIELD INVESTIGATION BY: Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, dry, PROJECT ENGINEER DATE: 09/16/09 to 10/21/09 mostly coarse to fine SAND trace fines 9 58 1 .4 12 43% coarse to fine GRAVEL, 52% coarse to fine SAND, 5% fines, nonpIastic, INCHES UNIT: 2232 61 1.4 8 ; : OM nonplastic, weak cementation FILE => $REQUEST weak cementation REF /4.5 12.4113 ' OM UW Poorly graded SAND with GRAVEL (SP): very dense, of ive-grays dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, REF /5 2.4 9 UW :': nonplastic, weak cementation 50/6 1.4 110A"..0 50/6 1.4 14 `..:4.:OM 50/5 2.4 11 ':OM UW REF/6 2.4 15 63 1 .4 16 OM 15711.411:2 ;.: OM Terminated at El. 996.0 ft Drilled on 9/16/2009 Hammer Energy Ratio (ER i =75%) REF/6 2.4 13 :t`OM UW Groundwater not Encountered During Drilling 63 1,4114 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): 54CO065 very dense, olive -brown, dry little coarse to 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation (WIDEN) PP SANDYlean CLAY (CL):very stiff, dark yellowish 37 1 16 O Pq brown, moist, 38% fine SAND, 62% fines, I ow .4 DISREGARD PRINTS BEARING plasticity, PP >4.5 tsf EARLIER REVISION 45% medium to fine SAND, 55% fines, I ow plasticity 150/5''12.4117 :.. O SILTY SAND SM : very dense, olive -brown, mo I st, few fine GRAVEL, mostly coarse to fine SAND, 90/11 1.4 18 UW little fines, nonplastic weak cementation, with lense of CLAYEY SAND a� top ;:::L.jOM Poorly graded SAND with GRAVEL (SP): very dense, 7812.4119 OM olive -brown dry, little coarse to fine GRAVEL, 4 Lu mostly coarse to fine SAND, trace fines, non lastic weak cementation Terminated at El. 955.0 ft SILTY SAND (Sm): dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 mostly coarse to fine SAND, I i tt I e f i nes, Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation Groundwater not Encountered During Drilling 1070i �o Stationing along "C" Line 29+00 02101112 30+00 31+00 PREPARED FOR THE R. J ie 22 25 STATE OF CALIFORNIA s. Pirathiviraj FIELD INVESTIGATION BY: PROJECT ENGINEER DATE: 09/16/09 to 10/21/09 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST No Recovery, 5" cobble ecountered Poorly graded SAND with GRAVEL (SP): very dense, olive -grays dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' BRIDGE NO. 54CO065 CHERRY AVENUE POST MILES (WIDEN) 13.2 LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES 03 32+00 +1050 +1040 +1030 +1020 +1010 +1000 LU +990 0 LU 0 +980 F- LU +97070 +960 I� 0 0 +950 Fu I0 0 ICD w CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w AVENUE OVERHEAD (WIDEN) TEST BORINGS 1 OF 4 Lu Q REVISION DATES SHEET OFLu z 1070i �o po/01 o ov >> 02101112 22 25 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 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) Low 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 13.2 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: 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: 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 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 546 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 03/29/11 uNo. 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 %%4 C I V I L �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 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 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 BRIDGE NO. PLASTICITY OF FINE-GRAINED SOILS AVENUE Description Criteria Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. 54CO065 Low The thread can barely be rolled and the lump cannot be formed when drier than the 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 . LOG 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: 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: 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 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 546 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 03/29/11 uNo. 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 %%4 C I V I L �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 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 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN)Cn LU 54CO065 POST MILES LOG OF TEST BORINGS 2 OF 4LU 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 0:� EARLIER REVISION DATES C- OMM 10 07/ 10 10/ 10 O1 / 11 02101112 23 25 cn 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 TEST BORINGS GRAVELLY lean CLAY 0 ° O 3 OF Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® ® Well -graded GRAVEL with SILT LU SILTY CLAY GW -GM SILTY CLAY with SAND ® DISREGARD PRINTS BEARING Wel 1 -graded GRAVEL with SILT and SAND REVISION DATES SILTY CLAY with GRAVEL ® 0 SHEET OF 1 z � CL -ML SANDY SILTY CLAY ® ® We I I - raded GRAVEL with CLAY (or SILTY CLAY) EARLIER REVISION DATES C- 03/ SANDY SILTY CLAY with GRAVEL ® J1010/010 GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) 25 � 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: 091/1 F�/n01 +C) 1 o/21 /n01 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 ) 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 UNIT: 2232 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 547 624 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 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 0- w a 0 BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN)Cn LU 54CO065 POST MILES LOG OF TEST BORINGS 3 OF 4 13.2 LU Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF 1 z � EARLIER REVISION DATES C- 03/ 10 1,07/_ J1010/010 01/711102/01/12 24 25 � CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 A( ,i,,�rt C+IH 6r�gy� P,%to7�f�1�•� t/u/�� �1 �f P, le O�S�4Sr,ys .f ..- o • sem. AL ode'°,rj/dr t k w Z 1 4,Ar, Jn*/ N,d 1r-qtn pff /a-". V Ul44bI 1 R . 1J# "I I Al CZANPO' F010 oo A+� P� 'd rr arr�e►s�rr7y., irx Ya's Ti��► �/� fI, sttkt tenyrA 3;r. 2f Aro+ L e xr rI W I lrre/�T4d7�Pi�� � � _ W SAS BUILT PLANS Contract No.- Date Completed Document No.�O9ao»c 04 W 4 I I I V ooyz ,er t4 Pe. ��,°,�,";a aTr�ti: PIMA "a �;i::` anger iar.r. istration seal with signature, license number and registration certificate exD1_Q ion date confirm that this is a true and the d This drawing is accurate copy of original nt. available and presente only for the convenience of any 1-08 - �T) Unit DIST. 7 CAI.. �` ST MILES -TOTAL PROJECT Noe Shee s CZANPO' F010 oo A+� P� 'd rr arr�e►s�rr7y., irx Ya's Ti��► �/� fI, sttkt tenyrA 3;r. 2f Aro+ L e xr rI W I lrre/�T4d7�Pi�� � � _ W SAS BUILT PLANS Contract No.- Date Completed Document No.�O9ao»c 04 W 4 I I I V ooyz ,er t4 Pe. ��,°,�,";a aTr�ti: PIMA "a �;i::` anger iar.r. istration seal with signature, license number and registration certificate exD1_Q ion date confirm that this is a true and the d This drawing is accurate copy of original nt. available and presente only for the convenience of any r, contractor or other interested party.. . DIST. COUNTY ROUTE �` ill s��+ •ted• a r� �-�• .. r R.r�. 1�".•.�la <NM INHi{� -LMI MSI ■{i■ GST{ AI+w•f4..��.(-_ • -r i �, _��. DIVISION OF ENGINEERING ERVICES - GEOTECHNICAL SERVICES As -Built Log of Test Borings sheet s considered an informational document only. As such the State of California istration seal with signature, license number and registration certificate exD1_Q ion date confirm that this is a true and the d This drawing is accurate copy of original nt. available and presente only for the convenience of any r, contractor or other interested party.. . DIST. COUNTY ROUTE �` ST MILES -TOTAL PROJECT Noe Shee s 08 SBd 10 12.3/14.1 548 624 02101112 REGISTERED CIVIL ENGINEER DATE CHERRY AVENUE OVERHEAD (WIDEN) .LOG OF TEST BORINGS 4 OF 4 NOTE: A COPY OF THIS LOG OF TEST BORINGS IS UNIT: 2232 AVAILABLE AT OFFICE OF STRUCTURE MAINTENANCE AND INVESTIGATIONS, SACRAMENTO, CALIFORNIA PROJECT NUMBER & PHASE: 08000007441 BRIDGE No. Sheet of AC.Z)B I LT 54CO . 25 25 NO CORRECTIONS BY / C.01'4TRACT NC),59 5VC16 : r -I O Q�pFESSlpN q� S:PIRATHIVIRAJ z LU No. C71662 M Exp. 12/31/13 s� CIVIL tP qrF OF CALIF ?z 1 i - 1 1 ! , 3-50-6 1•I. '�• = ` � ! � -� �i r ♦ � 2 s�o.,r,►� Alas ,tt r�lur.� rlrif. - WArr tar F ic Val # ( i"W,I r0.i/Ir�:"* ���. °l� �� NG .�.w. • s rh r 1!r 11� k. Et. -- 1 . i lR/ = y ..v/• i .. �a ;� ]� h ,• a r• •} •[ .4. _ t, . .� ■ y +r:. \ • tlt2�tr , :'• f�S l /! r �.. OIV �i ,� �\ X f'�L t :� „ .... _f Y \. 1 '{.]•-. \• \••!rte .., '•+ rc [e,.. 1 L' { LY:.. •. 1 , �.3•:. s .: ,r� • ti .• t -t y z : t .��.... SN d 3�/F ,•!I> t. 1t. �II!33. ��,:• �.��%�.r�� f Ii �' .fir': •i.. a Y.�"• , fes' i0 rLID �Fi�"rft �� , 1. • t•►•w-#•r r .., ] of � 1 , .'\�t? " , r% ' i4fE� I to 19-CL'tipace /1Q 40d"Jmay�/ !1 j■ Jca trtfi/4l C6,��v r 4 AlwAkAZ 409 .. �• t I 7 t I &�t�'sar ri41r�Pr �iJr{ar� I , .. ---,. --i - -- 1 i i I I X77 i i .SF -�Q I �! R I CLASS IF T AY STEW �''riin LIM.M GF EA{YTM MILT 1t1AL'.i L B [� t� F D 0 st I N d � D E Ft A T 1 o tA 0 � �I,Iw � AF1Y s�� DIAGili11A SE141wl"s TRI �13 FOIW; E5TjmATlS k W -SILTY Ck AY oR T`,�'�Iillr.'reR•ti81F RRAI� SIIsd 171iTRdAI{'TIQIIII USI) tii DET[R-� itAVEL �, �. CLAYtY SILT ; +� lNA'1'IOtZ OF GLASS NAt-IE'.i _ AIM C-41&%dW"K ar s WWj ,t 1M �� � •f B-A(I B / 2 CLAY BEAT opt �b Hole El. Tv Hole R. -1 •mil" iF GRAVEL >a PRESENT :M ADFIII:C1AdLE . � A1+18t1irITS THE TERK'PGRAVIELt.Ya MI 4Y $AiVp � ORGANIC. MATTIM ®�� t3$*M%!11 CbIRY� ..i►4r,rur►0*M CAM;V driven #' #,;,, or MQA& puhed G w { Oir. -�, BE ADDED TO THE CLASS AlI�ME V12", 'i,/ 'r RaTA�tY dolttMa (w�Y) fig -'.•..•Its h+r�� a�►ti► �/a�.,,,� we,grf / � r �r Aw' i�P4� � rz11' � ctrl')° No Cnur7/' � TP GkAvit"Y SAma T�11, TERr 3 f 'r.d 5 s LT FILL MwTER1A4L horfirwe PwVh i my ;40 f6 �!i !4A►+a u►�s IV /i JI)." X11 .5■noarsctG r �batr L1Y (`L -Aa •COARSE, "MCb1UMr AND"FtNE SAuosit dDRINa pRY # r+P�1*n oil' �h�laroviN�sje ! wualraLelio+t lest f'� , r drop orasnofb� (Winq a M2. /r QP.0-h,•C r•e r L f 3,t 1 / 0 i L� I ;... � t ' 1 /3Q ' X� +�4L..�+ pd � �� Tcyc .P.P. S,,►iX� ti � ► � j cw Wea*dt.r saw!'Gh .draffor,.. � ; CIor a fa21.'F� a' I C ' -970 NOTES and ft I� Sprcial Pr*-rb nn ac=npanyinp this ^� of per, , CW%4W0Caltion Of •omit mahriai W shown on f_,s ah" is b6aa*d upon Wd and is not to be-PMftU0J to Imply mechanical onalyai: t■TATN CIS C._, .1r XktA 171rAXTMtCAV o+ -•u11L-tp wOaR• 01V1rkalr 4K#4iOKWILT* WHEN USED To DE,SCItIBE SA1dD, CLAY ® IGNuous Rock jNl IAtevrirrrd r�orta� Q■#,I .r. M�Xrcrrly�-Tory � of d.-ele"rP�ri#1W , � CHERRY r� ��{+ Y£ .7 L SILT /il+ip �RIIYf L FIEFER TO ,�-.w+•r-= r+lrr hrrr{,Tt■r /! p r *r +s Ca STANDAtiD GRAp� dlt�li SANDY CLAY GR kA� ET B�i11HG Ru�Md p,� � ` a�Atri{►akw °'� ( a* r I�r`r�1M6L11d mal��l chrrr� a, zi +yaftrd� /� Yirsa ,�h,trar_' ' ��+Jvd rrlt►11rrt1iJ CMfgle _ro ECLh1PCY ,gAf1C E SIL01101�NTARY Ror-K .Sitartl�4 Aversy■ .rA,n LIMITS. ti j COMB 114Rliiil 9W ( gm r fi-reran a6ars n1,+lt .r b j s O l4 Y IL 1-T 1�T 1Vncan& rr&6r4 jrwAnru/ n� .� r i rnd i pr V.�1 fes` SAN� .$ILT fit P --t GsAl�dcvirlgMU ,�� } LOG OF TES*o BORINGS 30 I L7 31LTY SAWO METAIAO PHIC ROCK 1 •4+;�sT PtT w air~, .f I>+o>•i f "� .�a' :i _T - - 5.. cgacEHrAass 10 i §01L TusiE TRaTION BORI�g- SCALE ir�rA J f0' I7aIPGE.f' �`, . 10FIAWIM; L ^ ,� aI] - I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE COPY OP `I'H1.: AI3OX DOCtll,t;NT TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DATE Its SACRAML:NTO, CAI,1F(''1t:%1A PURSUANT TO AUTHORIZATION BY THE DIRECTO� Of P,UBLTC: W4)RKS. r�SIGNATU111.',4 I l { { •1 '!'TYLE �I -I- ,� , l . .' .•�. t i _ , sy %;iti's a01a'� vt�/ ' ��L' .' 'IGlllr.lywd,rs • jy+�i 3 Ic.s A Ara JAW i AW jW J 1- r s-/-��sK. 8 '.rF�—Is!'tl�l�, �w�.� �wsn■ aa�/JMfair AIPFFA"Iffid. 100a EPEPWRIN dr AL I IMlii �IIM► /rlli lan i -- - --� -R 0 I 7 t I &�t�'sar ri41r�Pr �iJr{ar� I , .. ---,. --i - -- 1 i i I I X77 i i .SF -�Q I �! R I CLASS IF T AY STEW �''riin LIM.M GF EA{YTM MILT 1t1AL'.i L B [� t� F D 0 st I N d � D E Ft A T 1 o tA 0 � �I,Iw � AF1Y s�� DIAGili11A SE141wl"s TRI �13 FOIW; E5TjmATlS k W -SILTY Ck AY oR T`,�'�Iillr.'reR•ti81F RRAI� SIIsd 171iTRdAI{'TIQIIII USI) tii DET[R-� itAVEL �, �. CLAYtY SILT ; +� lNA'1'IOtZ OF GLASS NAt-IE'.i _ AIM C-41&%dW"K ar s WWj ,t 1M �� � •f B-A(I B / 2 CLAY BEAT opt �b Hole El. Tv Hole R. -1 •mil" iF GRAVEL >a PRESENT :M ADFIII:C1AdLE . � A1+18t1irITS THE TERK'PGRAVIELt.Ya MI 4Y $AiVp � ORGANIC. MATTIM ®�� t3$*M%!11 CbIRY� ..i►4r,rur►0*M CAM;V driven #' #,;,, or MQA& puhed G w { Oir. -�, BE ADDED TO THE CLASS AlI�ME V12", 'i,/ 'r RaTA�tY dolttMa (w�Y) fig -'.•..•Its h+r�� a�►ti► �/a�.,,,� we,grf / � r �r Aw' i�P4� � rz11' � ctrl')° No Cnur7/' � TP GkAvit"Y SAma T�11, TERr 3 f 'r.d 5 s LT FILL MwTER1A4L horfirwe PwVh i my ;40 f6 �!i !4A►+a u►�s IV /i JI)." X11 .5■noarsctG r �batr L1Y (`L -Aa •COARSE, "MCb1UMr AND"FtNE SAuosit dDRINa pRY # r+P�1*n oil' �h�laroviN�sje ! wualraLelio+t lest f'� , r drop orasnofb� (Winq a M2. /r QP.0-h,•C r•e r L f 3,t 1 / 0 i L� I ;... � t ' 1 /3Q ' X� +�4L..�+ pd � �� Tcyc .P.P. S,,►iX� ti � ► � j cw Wea*dt.r saw!'Gh .draffor,.. � ; CIor a fa21.'F� a' I C ' -970 NOTES and ft I� Sprcial Pr*-rb nn ac=npanyinp this ^� of per, , CW%4W0Caltion Of •omit mahriai W shown on f_,s ah" is b6aa*d upon Wd and is not to be-PMftU0J to Imply mechanical onalyai: t■TATN CIS C._, .1r XktA 171rAXTMtCAV o+ -•u11L-tp wOaR• 01V1rkalr 4K#4iOKWILT* WHEN USED To DE,SCItIBE SA1dD, CLAY ® IGNuous Rock jNl IAtevrirrrd r�orta� Q■#,I .r. M�Xrcrrly�-Tory � of d.-ele"rP�ri#1W , � CHERRY r� ��{+ Y£ .7 L SILT /il+ip �RIIYf L FIEFER TO ,�-.w+•r-= r+lrr hrrr{,Tt■r /! p r *r +s Ca STANDAtiD GRAp� dlt�li SANDY CLAY GR kA� ET B�i11HG Ru�Md p,� � ` a�Atri{►akw °'� ( a* r I�r`r�1M6L11d mal��l chrrr� a, zi +yaftrd� /� Yirsa ,�h,trar_' ' ��+Jvd rrlt►11rrt1iJ CMfgle _ro ECLh1PCY ,gAf1C E SIL01101�NTARY Ror-K .Sitartl�4 Aversy■ .rA,n LIMITS. ti j COMB 114Rliiil 9W ( gm r fi-reran a6ars n1,+lt .r b j s O l4 Y IL 1-T 1�T 1Vncan& rr&6r4 jrwAnru/ n� .� r i rnd i pr V.�1 fes` SAN� .$ILT fit P --t GsAl�dcvirlgMU ,�� } LOG OF TES*o BORINGS 30 I L7 31LTY SAWO METAIAO PHIC ROCK 1 •4+;�sT PtT w air~, .f I>+o>•i f "� .�a' :i _T - - 5.. cgacEHrAass 10 i §01L TusiE TRaTION BORI�g- SCALE ir�rA J f0' I7aIPGE.f' �`, . 10FIAWIM; L ^ ,� aI] - I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE COPY OP `I'H1.: AI3OX DOCtll,t;NT TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DATE Its SACRAML:NTO, CAI,1F(''1t:%1A PURSUANT TO AUTHORIZATION BY THE DIRECTO� Of P,UBLTC: W4)RKS. r�SIGNATU111.',4 I l { { •1 '!'TYLE �I -I- ,� , l . .' .•�. t i _