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HomeMy WebLinkAbout5109 Cherry Ave. Overcrossing ReplacePVCC 27+00000 Elev 1051040 +4.657. 600000 VC R/C = -1 .442%/Sta PROFILE GRADE No Scale 236'-6" EVC 33+00000 Elev 1053035 BVC 35+40000 Elev 1043075 -4-00% CURVE DATA No. R A T L [1] T 7998000' 04°08'51 " 289061 ' 578096' ❑2 i es 8 2618000' 06002'55" 138032' 1 276038' �3 Fc 409000' 050 3555" 20000' 390966' Abut 1 Datum Elev = 1 000 0 00'— 'IR3'I Line Type 60D, see "ROAD PLANS" 31+00 Top Toe 1-10 of cut of cut "B" L i ne - "RW No. 690W'� 0 401T TS NO3° 42'06'W 3 I' R 511 Line M C_0 Ul S4 ° 54'31 "W o� Q0 Sta 30+44.42 "C" Line= Sta 694+52099 "R3" Line L—_J-------J Bent 2 vvi iv v�ai i i vi Type 60E (Westbound) & 60GE ( Mod) (Eastbound), see "ROAD PLANS" DEVELOPED ELEVATION 1 "=20' Conc Barrier 1-10 Type 60GE "A" Line (Mod) I Conc Barrier Type 60E I BC 65005 Lt EC 63000 Lt Sta 31+29.525 I Sta 31 +69.106, Abut 3 Min Vert C I r ultimate 33+00 I-10 "W No. 688'' 05 "R2" Line Toe of cut Top of TS Rtcut 401 Q0 Q0 0 Type 1 5 Luminaire ES -6A Skew= Sta 31 +97 8° 43'36" C= —'� Skew= To S I over Ave I 1044/03 BB Sta 30+73061 , Elev 1058071 "C" Line 31+00 32+00 Skew= Sta 31+35.26 "C" Line= 0059/23'' Sta 694+57.86 "B" Line Exist Cherry Ave OC Br No. 54-0543 To Val ley Blvd To Be Removed I UI i I QQ v, EB Sta 33+10.11 Elev 1052094 Sta 32+19.29 "C" Line= Sta 694+58040 ''A" Line 33+00 Sta 32+66.84 "C" L i n = Sta 694+63.80 "R2" Lino rn ' QO U, 1 ,-Oil 8'-011 Concrete Barrier Type 26 ( Mod) o � r- o a > o 06 + ` I (9 N 00 o � � cn Ln 11 U Q W N 2 d - PCC I Sta 33+27.32 N COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS T SBd 10 8 M 624 i es 8 Toe 00 Tc l 1 O o I o 401 — j�------------------- -- --- ----- o ----- -=- ---__ 3 401 ..RW ° / - l ' (1� - Paint "BRIDGE NO. 54-0543" 02 - Paint "CHERRY AVENUE OC" 03 - Structure Approach Type N (30S) (MOD) ®- For Construction staging, see "STAGING PLAN" sheet 0 - See Retaining Wall Plans - "C" Line 12 6'- 6 & Varies 63'-0" Min & Varies 8'-0" Min & Varies 121-011 12'-0" 121-011 12'-0" 121-011 Chain Link Railing CIP P/S Concrete Box Girder DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14 0 1 476 624 i es 8 Toe 02101112 FOR THE CALIFORNIA FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q 1114 <' Top Fc 0 JARED A. COLE Z 03/29/110 54-1292 No. C66188 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL o° ST TF shall not be responsible for the accuracy or 4 1 completeness of electronic copies of this plan sheet, OF CALZFO��P var ies var SANBAG 13.2 1170 W 3RD STREET NPS Supply Line SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 48/+- RIVERSIDE, CA 92507 63'-6" 4'-0" 121-011 12'-0" 2'-0" Profile Grade crown offset -2% +2% En 12 L ~ �O -2% 1 2'- 0" 8'- 0" Conc Barrier Type 736 (Mod) Conc Barrier Type 60GE, see "ROAD PLANS" r --------1J lL--------------------------- --------- I r-------- -------------------------- --------- LL------------------------------------------------------------------------------------------------------------J 7 TYPICAL SECTION 1 "=1 0' UTILITIES 0 - 12'' Water Line in 20" casing (Fontana Water) Type 15 Lum i na i re ES -6A 20 - 2-5" Conduits for future utilities Sta 33+79 30 - 2" Loop Detector Conduit, see "ELECTRICAL PLANS" 40 - 3" Ramp Metering Conduit, see "ELECTRICAL PLANS" 50 - 6-5" Conduits ( Southern Cal I forn i a Edison) 6 - Future Ut I I I ty Open I ng V-611 6" BY DESIGN Jared Cole DESIGN OVERSIGHT DETAILS BY Andy Toledo BY SIGN OFF DATE QUANTITIES T i m Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) w 0 W 0 J 0— W - No 0 690E" 5 0 ° CHECKED Stephane Du I or i es 8 Toe Top of cut FOR THE CALIFORNIA Brett Top BRIDGE NO. Toe of ,+ 12.7/+-- w 54-1292 CHECKED POST MILES GENERAL o° Jared Cole Andy Toledo Jared Cole PROJECT ENGINEER BY PLANS AND SPECS SPECIFICATIONS Jim Rucker COMPARED Jeremy LaHaye DEPARTMENT OF TRANSPORTATION var ies var of cut 13.2 7 - 3" NPS Supply Line of cut cut -� 48/+- 1 1 '± 1 0 ± ORIGINAL SCALE IN INCHES 8 - 2" Sprinkler Control Conduit UNIT 2232 Varies DISREGARD PRINTS BEARING _48/+ g o8 12 10 8 LEGEND OF 9 - 2" Street Light Conduit, see "ELECTRICAL PLANS" ° Ultimate 10 12------ 69 120/1-069 FOR REDUCED PLANS 0 1 2 3 ' - Existing structure lo - 6-11/2'' i Fiber Optic Conduits, see ''ROAD PLANS" NOTE: Width The contractor shall verify all PLAN var es - � - New structure Indicates direction of traffic 11 - 3 „ Signal Interconnect Conduit, see ELECTRICAL PLANS controlling field dimensions :>1 For GENERAL NOTES", "STANDARD PLANS" and - Indicates Point of minimum vertical clearance before ordering or fabr i cat i ng "=20' "INDEX TO BRIDGE PLANS", see "DECK CONTOURS" sheet - Indicates TS and Lum I na I re, see "ROAD PLANS" any material. For QUANTITIES , see STAGING PLAN sheet BY DESIGN Jared Cole DESIGN OVERSIGHT DETAILS BY Andy Toledo BY SIGN OFF DATE QUANTITIES T i m Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) w 0 W 0 J 0— W f*����3:�Xtl1I�►�1 CHECKED Stephane Du I or LOAD & RESISTANCE LIVE LOADING: FACTOR DESIGN LAYOUT BY HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE CHECKED PREPARED STATE OF FOR THE CALIFORNIA Brett Mak I ey BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 CHECKED POST MILES GENERAL P L A N Jared Cole Andy Toledo Jared Cole PROJECT ENGINEER BY PLANS AND SPECS SPECIFICATIONS Jim Rucker COMPARED Jeremy LaHaye DEPARTMENT OF TRANSPORTATION W :E CHECKED Andy Toledo 13.2 Q ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF � FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO°� 08-468004 EARLIER REVISION DATES � 01/ 11 02/01/12 7/ 0 10/ 10 1 48 � f*����3:�Xtl1I�►�1 3/_01 63'-4%2" Min & Varies Stage 1 Construction Chain Link Rai I ing (Special) Concrete Barrier Type 26 (Mod) "C" Line 4 �/�I �/2"± Min & Varies Profile Grade 39'-2'± M i n & Varies 6 -0 _ I_ 60'-2"± Min & Varies CIP P/S Concrete Box Girder 4' -oil Temp Railing ( Type K) , pinned, see "ROAD PLANS" Ln d) I I I I I I I I r--------1 I J L---------------------- ---. --------- L 1 I I I I I------------------------------------------------------- I I \ I I I I I I I I I I Stage 1 Traffic 2'-0" Min & Varies Existing � Cherry Ave Temp Rai I ing ( Type K) , see ''ROAD PLANS' _S - -�_� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I y I I I I \ I I I I I I STAGE 1 CONSTRUCTION - 55'-0 Min & Varies Stage 2 Traffic Construct 4'-0" of sidewalk after closure pour 1 "=1 0' L i ne -I 2/_01 Temp Ra i I i ng ( Type K) , pinned, see "ROAD PLANS" 4,_2i/2�1 iE 75/-8''-+ & Varies Stage 2 Remova I 59'-3%2" I Stage 2 Construction 1 '-0" Profile Grade I I 3/_101 - - - - - -- Ln C I osure pour L CIP P/S ' I I I I Concrete Box Girder I I I I 6,_011+ 3/_01 Concrete Barrier Type 736 (Mod) z- Exist Cherry Ave OC Br No. 54-0543 I I I to be removed I Concrete Barrier, see "ROAD PLANS" I I I I I I ti I I I I I I I I I I I I I I r- - - - - - - - 1 1 I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - L 'J - - - - - - - - - -1- - - - - - - - - - - �- L i _LJ - - - - - - - - -I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 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) STAGE 2 CONSTRUCTION 1 "=1 0' DESIGN DETAILS QUANTITIES BY Jared Cole BY Andy Toledo BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 477 1 624 02/01/12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� ��� Fc JARED A. COLE - 03/29/11 '3 171 17 PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or S 4 CIVIL 1 completeness of electronic copies of this plan sheet. T TF OF CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND ------ - Existing structure - New structure - Indicates bridge removal ( portion) , Location B - I nd i cotes bridge removal NOTE: See "STAGE 1 BRIDGE REMOVAL" sheet for partial removal of existing structure prior to Stage 1 construction QUANTITIES BRIDGE REMOVAL BRIDGE REMOVAL (PORTION), LOCATION B STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) NPS 3 SUPPLY LINE (BRIDGE) PRESTRESSING CIP CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N MOD) ARCHITECTURAL TREATMENT (TYPE A) JOINT SEAL (MR = 1 1/2") JOINT SEAL (MR = 2") BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE WELDED STEEL PIPE CASING (BRIDGE) MISCELLANEOUS METAL (BRIDGE) CHAIN LINK RAILING (TYPE 7 MOD) TUBULAR HANDRAILING CONCRETE BARRIER (TYPE 26A) CONCRETE BARRIER (TYPE 26 MOD) CONCRETE BARRIER (TYPE 736A) CONCRETE BARRIER (TYPE 736 MOD) UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 1 LS 1 LS 651813 CY 971 CY 39583 CY 392 CY 675 LF 1 LS 890 CY 35192 CY 249 CY 280 CY 6,252 SF 141 LF 135 LF 8639790 LB 19,030 LB 215001 SF 70 LF 498 LB 702 LF 81 LF 81 LF 259 LF 21 LF 341 LF BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 STAGING PLAN REVI DISREGARD PRINTS BEARING SION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 01/ /11 02/01/12 7/ 0 1 ovw 10 2 w I I 0 W 0 J w n, w V) I I W Q of z 48 jc/5 Exist Abut 1 15/_ I SECTION X_Xll +, Remove Abut stem, backwa and footing X Remove girder, sidewalk deck, Conc barrier _ and railing 1 I - J- H- - - - - - - - - - - - - - - - - - - - II r ---Z-----------------------------,- - -- - -- - -- - -- , - - - - - - - - - Temporary Railing 1 ' (Type ) IIII I I I I 1 I I I 1 I I IIII � � II ----------------------------------------------------------------1 I--- IIII I II I I I I I I I I X I I I I IIII I II I I 11 I I I I 1 I I I I I I I ----------------------------------------------------------------1-- II-----1-------------------------------.------------------------------------. --- I�-I I I I I i I I I I I Z Remove g i sidewalk, Conc barr and railir 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) 2/-0" Min Varies PART PLAN /4 11=1 /_O11 Temporary Ra i I i ng Type K) I ------------------- ------------------- 1 SECTION X -X /211=1 /_OII BY DESIGN Jared CoIe BY DETAILS Andy Toledo QUANTITIES BY T I m Fuller CHECKED Stephane Dulor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Limits of "SECTION Y -Y" Exist Abut 5 , Y Remove Abut I stem, backwa n r, A -P.,.,+ n r DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 478 1 624 L_o_� 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QROFESSION�` JARED A. COLE Z 03/29/11 rn � No. C66188 PLANS APPROVAL DATE The State of California or its officers or agents 41 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 LEGEND - Bridge removal (portion), Location B I 1 ' 1 I 1 , I I I , / 1 SECTION Y -Y /�11=1 /_011 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 O 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST k i� BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 POST MILES STAGE 1 BRIDGE REMOVALLLJ I 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12[7o 10/ 10 3 48 CL Abut 1 Bent 2 --*.1 /- C Abut 3 C'+r1 +1 1rA NDEX TO BRIDGE PLANS SHEET NO. TITLE No 1 GENERAL PLAN 624 2 STAGING PLAN 100% 3 STAGE 1 BRIDGE REMOVAL 60 ksi 4 DECK CONTOURS JOINT SEALS (MAXIMUM MOVEMENT RATING = 2 ) 5 FOUNDATION PLAN WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") 6 ABUTMENT 1 LAYOUT STAGE 1 BOX GIRDER DETAILS 7 ABUTMENT 1 LAYOUT STAGE 2 306 ks i 8 ABUTMENT 3 LAYOUT STAGE 1 DECK DRAINS TYPES D-1 AND D-2 9 ABUTMENT 3 LAYOUT STAGE 2 8 10 ABUTMENT DETAILS NOo 1 UTILITY OPENING BOX GIRDER 11 ABUTMENT DETAILS NO. 2 12 RETAINING WALL LAYOUT NO. 1 UTILITY DETAILS 13 RETAINING WALL LAYOUT NO. 2 "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet 14 RETAINING WALL DETAILS CAST -IN-PLACE PRESTRESSED 15 TYPE 5 RETAINING WALL LAYOUT NOo 1 16 TYPE 5 RETAINING WALL LAYOUT NO. 2 17 TYPE 5 RETAINING WALL DETAILS NO. 1 18 TYPE 5 RETAINING WALL DETAILS NO. 2 19 BENT LAYOUT STAGE 1 20 BENT LAYOUT STAGE 2 21 BENT DETAILS NOo 1 22 BENT DETAILS NO. 2 23 TYPICAL SECTION STAGE 1 24 TYPICAL SECTION STAGE 2 25 GIRDER LAYOUT STAGE 1 26 GIRDER LAYOUT STAGE 2 27 GIRDER DETAILS 28 MISCELLANEOUS DETAILS 29 BARRIER GEOMETRY 30 BARRIER DETAILS NOo1 31 BARRIER DETAILS NOo2 32 BARRIER DETAILS NOo3 33 BARRIER DETAILS NOo4 34 CHAIN LINK RAILING DETAILS DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Z Kin=, C 1 o Contour interval = 0.10 fto 2. Contours do not include camber° 3. X - Indicates 10' intervals. 4. E] - Indicates even foot contour PLAN 1"=20' INDEX TO BRIDGE PLANS (CON"T)_ SHEET NO. 35 36 37 38 39 40 41 42 43 44 45 46 47 48 TITLE ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 ARCHITECTURAL DETAILS NO. 4 ARCHITECTURAL DETAILS NO. 5 ARCHITECTURAL DETAILS NO. 6 ARCHITECTURAL DETAILS NO. 7 STRUCTURE APPROACH TYPE N(30S) STRUCTURE APPROACH DRAINAGE DETAILS LOG OF TEST BORING NO. 1 OF 5 LOG OF TEST BORING NO. 2 OF 5 LOG OF TEST BORING NO. 3 OF 5 LOG OF TEST BORING NO. 4 OF 5 LOG OF TEST BORING NO. 5 OF 5 BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller oma' STANDARD PLANS (DATED MAY 2006) With Errata No. 1 through 10 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A10C SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE T-3 TEMPORARY RAILING (TYPE K) BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS BO -13 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 - H = 4' THROUGH 30' B3-7 RET INING W LL TYPE DIST COUNTY 08 1 SBd ROUTE POST MILES TOTAL PROJECT 10 1203/1401 SHEET TOTAL No SHEETS 479 624 02/01 /12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALjFa P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ^e GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD Bridge Design Specifications 4th edition with Interims through 2007 and the CALTRANS Amendments Fourth Edition dated December 2008 except that details taken from Standard Plans dated May 2006 and Standard Bridge Details XS sheets, are designed using Bridge Design Specifications April 2000 ('96 AASHTO w/ Revisions by CALTRANS ) SEISMIC DESIGN: 2009 Caltrans Seismic Design Criteria (SDC), Version 105 April 2010 with appendix B ARS updates DEAD LOAD: Includes 35 psf for future wearing surface LOAD DISTRIBUTION (CONCRETE BARRIER DEAD LOAD) G i rders A -A D -D A l l Others Moment 60% 12.5% EACH Shear 100% 12.5% EACH LIVE LOADING: SEISMIC LOADING: HL93 and permit design load SDC ARS Online Vs30 = 1115 ft/sec Latitude = 3400661 Longitude = -11704889 •■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • •%iiiii'■i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii • immommmmmmmmoommmmmiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii • IM■■■■■■■■■■■■■-..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •.■■■■■■■■■■■■■■■■O.,M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • iiiiiiiiiiiiiiiiiiiiiii'■iiu::=E�:iiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:::_====.ERRE■■ •■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:■■ •■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ RSP DENOTES REVISED STANDARD PLAN CHECKED PREPAREDDulor PREPARED FOR THE A A 5 REINFORCED CHECKED CHAIN LINK RAILING TYPE 7 B3-8 Makley RETAINING WALL DETAILS NOo1 CONCRETE f - 60 ksi RSP B6-21 DEPARTMENT OF TRANSPORTATION JOINT SEALS (MAXIMUM MOVEMENT RATING = 2 ) B14-5 y WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") B7-1 2232 BOX GIRDER DETAILS 0 1 2 3 fc = 306 ks i B7-6 DECK DRAINS TYPES D-1 AND D-2 FILE n = 8 B7-10 UTILITY OPENING BOX GIRDER PRESTRESSED B7-11 UTILITY DETAILS CONCRETE: For "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet B8-5 CAST -IN-PLACE PRESTRESSED RSP DENOTES REVISED STANDARD PLAN CHECKED PREPAREDDulor PREPARED FOR THE GIRDER DETAILS B1 1-52 CHECKED CHAIN LINK RAILING TYPE 7 B11-54 Makley CONCRETE BARRIER TYPE 26 B11-56 PROJECT CONCRETE BARRIER TYPE 736 B14-4 DEPARTMENT OF TRANSPORTATION WATER SUPPLY LINE (BRIDGE) (PIPE SIZES LESS THAN 4") B14-5 ORIGINAL SCALE IN INCHES WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") ES -6A 2232 ELECTRICAL SYSTEMS (LIGHTING STANDARD, 0 1 2 3 PROJECT TYPES 15 AND 21 ES -6B ELECTRICAL SYSTEMS (LIGHTING STANDARD, FILE => $REQUEST TYPES 15 AND 21 BARRIER RAIL MOUNTED DETAILS) , RSP DENOTES REVISED STANDARD PLAN CHECKED PREPAREDDulor PREPARED FOR THE CHECKED I STATE OF CALIFORNIA Brett I Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST PLAN SYMBOLS —990' ? — Section Ident i f i cation Standard Plan ( May 2006 ) Sheet No. Deta i I No BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 1302 DECK CONTOURS OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 01/ /11 02/01/12 7/ 0 1 ovw 10 4 48 w II 0 w 0 J a - w n, w V) I I W Q z o' 0 CV W 0 J > 0 T J Q Z 0 W U_ 0 J Q U Z U W 0 W c� "R3" Line RW 690w � Sta 30+75011 I ao ' � I + Exist Abut & N Bent footings I I o to be removed cn "C" Line -1 U m , I N03042'06"W Sta 30+44.42 "C" Line= Sta 694+52.99 "R3" Line I I Existing 11049,03t Cherry Ave I rn I � UOi + I O , o "SE" RW LOL R=7931 .33 BENCHMARK ' "SE" RW LOL SURVEY CONTROL N500 29'05"W 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 W- E I ev 1025.534 B.M. #2 RW 690E Pt. 5002 N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 300 ± E'LY OF CHERRY E I ev 1 027.1 34 NOTE The contractor shall verify all controlling field dimensions before ordering or fabricating any material. Sta 31 +35.26 "C" Line= Sta 694+57.86 "B" Line 31 +00-1I I � I 1 01 601 8 00 I I � I I 30+00 ' ' 1 1 I I ; I 1 fJ?J_ I I I � - -I- - "B" I L i ne 1 01 7.50 Sta 32+19.29 "C" Line= Sta 694+58.40 "A" Line I ' O 71 F I I 1 1 1 Lighting 1 I IJ_ I � 0-' O O ') z 1 + O Ul - ,— QUANTITIES O 0 Ln OLn i "SW" N350 RW 38'1 LOL 6"E CD ; ; w Exp. The State of California or its officers or agents CIVIL (Settlement) (ksf) 00 00 I "SW" RW LOLw � i 01 1 D 07 N85049'56"E � N 3550 VINE STREET, SUITE 120 M O0 Bent 2 N/A N/A 605 , 43.2 Abut 3 600 2600 N/A N/A N/A PROJECT j - M "SW" RW LOL o2ro�r�z 3r o nor �0 N04054/31''E 48 ' 0) Q0 0 I O I � Sta 30+75011 I ao ' � I + Exist Abut & N Bent footings I I o to be removed cn "C" Line -1 U m , I N03042'06"W Sta 30+44.42 "C" Line= Sta 694+52.99 "R3" Line I I Existing 11049,03t Cherry Ave I rn I � UOi + I O , o "SE" RW LOL R=7931 .33 BENCHMARK ' "SE" RW LOL SURVEY CONTROL N500 29'05"W 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 W- E I ev 1025.534 B.M. #2 RW 690E Pt. 5002 N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 300 ± E'LY OF CHERRY E I ev 1 027.1 34 NOTE The contractor shall verify all controlling field dimensions before ordering or fabricating any material. Sta 31 +35.26 "C" Line= Sta 694+57.86 "B" Line 31 +00-1I I � I 1 01 601 8 00 I I � I I 30+00 ' ' 1 1 I I ; I 1 fJ?J_ I I I � - -I- - "B" I L i ne 1 01 7.50 Sta 32+19.29 "C" Line= Sta 694+58.40 "A" Line I Sta 31+77.53 ---3-2+0-0- 0-) -2+0-0rn Iw w + o 31+00 N �r rn 1 01 7050 Existing Edge of Deck Sta 32+66.84 "C" Line= Sta 694+63080 "R2" Line W O "A" Line 11R211 Line rn rn Q0 <0.p + + O o II I ' O 71 F I I 1 1 1 Lighting 1 I IJ_ I � 0-' I U1 z 1 + 00 r(=) ,— QUANTITIES O 0 �- 1 ' 1 I I �FI o � � I � 1 I �J IJ_ BY J. Ned I i k 1 I , I CD PLANS APPROVAL DATE w Exp. The State of California or its officers or agents CIVIL (Settlement) (ksf) 00 completeness of electronic copies of this plan sheet, OF CALIFa SANBAG 14_ 1170 W 3RD STREET � SAN BERNARDINO, CA 92410 Abut 1 T.Y. LIN INTERNATIONAL � N 3550 VINE STREET, SUITE 120 M 1 Bent 2 I Sta 31+77.53 ---3-2+0-0- 0-) -2+0-0rn Iw w + o 31+00 N �r rn 1 01 7050 Existing Edge of Deck Sta 32+66.84 "C" Line= Sta 694+63080 "R2" Line W O "A" Line 11R211 Line rn rn Q0 <0.p + + O o II U1 0 O RW 688 I i i i O O O Uj O O v,\ U, i O A , Ul O ' O co Iii O 0 0.1 1�1 \I �::v-n � 1_0� ' ' .p O O \ "NW" RW LOL R=8064.1 1 7' °s 0)I 6? O I I Sta 33+08.59 33+ 0 I I 1 , I I 1 � c.s► Do - CC I 32+00 - i R=7931.33 "R1" Line Sta 30+55.89 "C" Line= Sta 694+72.16 "R 1 " Line 2 PCC Sta 33+27.32 0 00 0 11017°53t o cn o N Typ Al l Exist Bent Ftgs E N o O _ ,1045053± ' o' O _is 0 O O W- Exist MBGR to be removed Ex i st 1 5" water see "ROAD PLAgS" in II Typ i see 2 'ROAD casing PLANS'' PLAN T 1"=20' EXISTING UTILITY TABLE EXISTING UTILITY I ' 15'' Water in 20" casing (Fontana Water) 71 F I I 1 1 1 Lighting 1 I IJ_ I � 0-' I Q0 — 1 + 06002'55" 138032 ,— QUANTITIES O 0 �- 1 ' 1 I I �FI BY M. Noreen � � I � 1 I �J IJ_ BY J. Ned I i k 1 I , I Z U1 0 O RW 688 I i i i O O O Uj O O v,\ U, i O A , Ul O ' O co Iii O 0 0.1 1�1 \I �::v-n � 1_0� ' ' .p O O \ "NW" RW LOL R=8064.1 1 7' °s 0)I 6? O I I Sta 33+08.59 33+ 0 I I 1 , I I 1 � c.s► Do - CC I 32+00 - i R=7931.33 "R1" Line Sta 30+55.89 "C" Line= Sta 694+72.16 "R 1 " Line 2 PCC Sta 33+27.32 0 00 0 11017°53t o cn o N Typ Al l Exist Bent Ftgs E N o O _ ,1045053± ' o' O _is 0 O O W- Exist MBGR to be removed Ex i st 1 5" water see "ROAD PLAgS" in II Typ i see 2 'ROAD casing PLANS'' PLAN T 1"=20' EXISTING UTILITY TABLE EXISTING UTILITY Location 15'' Water in 20" casing (Fontana Water) Approx 130/ Rt. of "C" Line Lighting Varies CURVE DATA No. R ZL T L 1❑ 7998000 04008'51 " 289.61 578096 �2 2618000 06002'55" 138032 276038 FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Stephane Du I or CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1022.36 PT Sta 33+380 Rt 66.67 _ NE" N1 po 24'p011E R=2551 .33 PCC Sta 33+27.32 Rt 66.67 DIST SCALE: No Sca I e VERT.DATUM NAVD88 HORZ.DATUM NAD83(NSRS 2007) DESIGN BY Jared Cole PHOTOGRAMMETRY AS OF: 09/24/07 ALIGNMENT TIES DESIGN OVERSIGHT DETAILS BY Andy Toledo SURVEYED BY J. El I i ott DRAFTED BY B. Anderson QUANTITIES BY Tim Fuller FIELD CHECKED BY M. Noreen CHECKED BY J. Ned I i k SIGN OFF DATE FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Stephane Du I or CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1022.36 PT Sta 33+380 Rt 66.67 _ NE" N1 po 24'p011E R=2551 .33 PCC Sta 33+27.32 Rt 66.67 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 480 624 Contact Stress Gross Bearing 6, 02/01112 Factored Gross - FESS RE S ERED CIVIL ENGINEER DATE �o Quo SIO FOUNDATION PLAN ( Sett I ement) JARED A. COLE - 03/29/11 No. C66188 Z PLANS APPROVAL DATE (ksf) Exp. The State of California or its officers or agents CIVIL (Settlement) (ksf) shall not be responsible for the accuracy or q P T TF completeness of electronic copies of this plan sheet, OF CALIFa SANBAG 1170 W 3RD STREET = 0.45 (ksf) SAN BERNARDINO, CA 92410 Abut 1 T.Y. LIN INTERNATIONAL 2309 3550 VINE STREET, SUITE 120 N/A RIVERSIDE, CA 92507 Bent 2 Q0 0 N a a 4,-6'1 Typ � Abut Brg/ RW LOL 3-6'' Abut 1 2'-0" Abut 3 CL Bent 2 (`r„rl i nr Diane LIMITS OF PAYMENT FOR EARTHWORK Not To Scale NOTE: Earthwork limits in addition to A62C &(A62B LEGEND: Indicates bottom of footing elevation Indicates new construction Indicates existing structure w Indicates existing lighting, see "ROAD PLANS" u _W_ - Indicates existing water I i ne 0 - Structure Excavation Bridge o J - Structure Backf i I I Bridge w Li Q fA 0 w I 0 J W Q 0 PREPARED FOR THE SPREAD FOOTING DATA TABLE Working Stress Design (WSD) Load and Resistance Factor Design (LRFD ) Support Permissible Gross Al l owab I e Service Strength Extreme Event Location Contact Stress Gross Bearing Permissible Net Factored Gross Factored Gross FOUNDATION PLAN ( Sett I ement) Caac i ty Contact stress Nominal Bearing Nominal Bearing (ksf) ksf) (Settlement) (ksf) Resistance Resistance = 0.45 (ksf) = 1.00 (ksf ) Abut 1 505 2309 N/A N/A N/A Bent 2 N/A N/A 605 1903 43.2 Abut 3 600 2600 N/A N/A N/A Li Q fA 0 w I 0 J W Q 0 PREPARED FOR THE CHERRY AVENUE OC (REPLACE) STATE OF CALIFORNIA Brett Makley 54-1292 POST MILES FOUNDATION PLAN PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION 13.2 � Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � oar r>> o2ro�r�z 3r o nor �0 5 48 FILE _> REQUEST S1 N See Note rl Note 3 DESIGN OVERSIGHT PLAN � � L LL V A I I( IN vv z;Z;.J I IVIC.7 AI^Tr[^. 1 . Backwa I I sha I I be p I aced after stress i ng is comp I eted. 2. Extend 2/-4" Abut stem, backwa I 1, and footing reinforcement out and i nto Stage 2 Abut. Bend 1 n p I ace temporar i I y to clear shoring if necessary. 3. Construction joint for Stage 1 footing and abutment stem SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 1/411=1 /-Oil 4. For "JOINT PROTECTION DETAIL", see "ABUTMENT DETAILS NO. 2" sheet. 5. For "RETURN WALL DETAILS", see "ABUTMENT DETAILS NO. 2" sheet. 6. For Architectural treatment, see ''ARCHITECTURAL DETAILS NO. 1 " through "ARCHITECTURAL DETAILS NO. 3" sheet. 7. See "BARRIER GEOMETRY" sheet. BY DESIGN Carolina Lopez -Toro BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller Note 4 :ture Approal STRUCTURE ►ACH TYPE )" sheet DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 481 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALIF) SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BB � �� � Abut 1 I #4 (-1 @, 16 #5 9 18 #5 @, 16 Const Jt--' o For "DETAIL C", see `v "ABUTMENT DETAILS NO.211 sheet 2 /-0" to 7 Geocompos i to drain, see ''STRUCTURE APPROACH DRAINAGE DETAILS" sheet #5 @ 18 Note 3 1/-611 Joint Seal 66-21 (MR=1 1/2 11) #5 X 2/-0" @, 12 dowe I s #5 F ----i @, 6 under bearing pads & 12 elsewhere #8 F----1 Tot 5 (Main bars) 8/ -Oil #8 F-- Tot 5 2" C I r (End bars), Typ where occurs #5 @, 16 2=#9 LIL @, 6 bundle #5 18 #5 18 Architectural treatment not shown, see Note 6 _�— Conc barrier, see 'Road Plans'' FG 4'-0�� _ L U 2-#c bunc CHEStephane Dulor PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo it ORIGINAL SCALE IN INCHES it 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE 1/-611 Joint Seal 66-21 (MR=1 1/2 11) #5 X 2/-0" @, 12 dowe I s #5 F ----i @, 6 under bearing pads & 12 elsewhere #8 F----1 Tot 5 (Main bars) 8/ -Oil #8 F-- Tot 5 2" C I r (End bars), Typ where occurs #5 @, 16 2=#9 LIL @, 6 bundle #5 18 #5 18 Architectural treatment not shown, see Note 6 _�— Conc barrier, see 'Road Plans'' FG 4'-0�� _ L U 2-#c bunc CHEStephane Dulor PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST SECTION A -A W Q 0 I I 0 w 0 J W Q 0 BRIGE NO. CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES ABUTMENT 1 LAYOUT STAGE 1 I 13.2 Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 6 48 :D I Fror 11RW CL Opening for KB14-4 supply line 0 Note 7 PLAN - 1/411=1 /—Oil Top of backwa T Stage Stubwa I I , see ''ABUTMENT DETAILS NOo 1 sheet Abut 1 "C" Line Const Jt DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) `J ELEVATION vvGG� ' 'v' '�J DESIGN DETAILS QUANTITIES BY Carolina Lopez -Toro BY Andy Toledo BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Kin=, C a DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 482 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q IVq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE cr_ No. C66188 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 CALjFa P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o Backwo I I sha I I be p I aced of ter stress i ng i s comp I eted o 2. Extend 2'-0'' Abut stem, backwa I 1, and end diaphragm reinforcement out and into Stage 2 Abut and closure pour, bend in place temporarily to clear shoring, if necessary. 3. For "SECTION A—A", see "ABUTMENT 1 LAYOUT STAGE 1" sheet. 4. For stem Re i of and details not shown, see Design H=24' on "RETAINING WALL DETAILS" sheet. 5. Fully extend Return wa I I Re i of into abutment. 6. For "RETURN WALL DETAILS", see "ABUTMENT DETAILS NO. 2" sheet. 7. See "BARRIER GEOMETRY" sheet. I I I I I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ABUTMENT 1 LAYOUT STAGE 2 REVI DISREGARD PRINTS BEARING SION DATES I SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 ovw 10 1 7 1 48 i� n, W V) I I W Q Fro "RW Not T r, r-, .-, -P V-, ri /- L- %. i r7 I I PLAN- 1 /_II_1 /_nll DESIGN OVERSIGHT 1 n T r- /- --,woD ELEVATION 1. Backwa I I shall be placed after stressing is completed. 2. Extend 2'-4" Abut stem, backwa I I , and footing reinforcement out and into Stage 2 Abut. Bend in place temporari1y to clear shoring if necessary. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ibwa I I LOL Const Jt for Stage 1 footing and abutment stem �e � Abut 3 Joint Sea I B6-21 (MR=2" ) Note 4 — For "DETAIL C", see "ABUTMENT DETAILS No 0 2" sheet ?e Note 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 483 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4 JARED A. COLE - 03/29/11 171 Z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or S 4 CIVIL 1 completeness of electronic copies of this plan sheet, T TF of CALiF0�`�P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Abut 3 -�� EB V-611 V-611 1' -0 Structure Approach see, ''STRUCTURE APPROACH TYPE N(30S) 11 sheet #5 @, 6 under bearing pads & @, 12 e I sewhere — #8 Tot 5 - (main - (Main bars ) #8 F--- Tot 5 - (End bars) where occurs #5 @,16 - Arch i tectura treatment not shown, see Note 3 #5 @, 18 Const Jt for Stage 1 #5 @, 18 - footing and abutment stem Conc Barrier, see "ROAD PLANS" FG 3. For Architectural treatment, see "ARCHITECTURAL DETAILS NO. 4" through "ARCHITECTURAL DETAILS NO. 7" 4. For "RETURN WALL DETAILS" and "JOINT PROTECTION DETAIL see "ABUTMENT DETAILS NO. 2" sheet. 5. See "BARRIER GEOMETRY" sheet. BY DESIGN Carolina Lopez -Toro BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHEStephane Dulor M L U O I CHECKED STATE OF CALIFORNIA M Makley Jared Cole _ L CHECKED Andy Toledo M __0 ORIGINAL SCALE IN INCHES U CHEStephane Dulor PREPARED FOR THE o' CHECKED STATE OF CALIFORNIA Brett Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo DEPARTMENT OF TRANSPORTATION 13.2 ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 OF z � FILE => $REQUEST 3'- 0" 2" Cir Typ i Fx # 4 (-1 @, 16 #5 X 2'-0" @, 12 dowe I s #5 9 18 Const Jt #5 @, 16 2'- 0" 3" C I r ' Typ g.. 7,_9" 6'-3" SECTION D- D 3/5..=1 0.. Geocompos i to drain, see "STRUCTURE APPROACH DRAINAGE DETAILS sheet #10 G 6 #5 @ 18 Note 3 0 MMEMS w II 0 W 0 J a - W BRIGE NO. CHERRY AVENUE OC (REPLACE) o' 54-1292 POST MILES ABUTMENT 3 LAYOUT STAGE 1 I W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 8 48 CA. r ' a _ ' O ' � I 1 1 C\j 2" Cir Typ i Fx # 4 (-1 @, 16 #5 X 2'-0" @, 12 dowe I s #5 9 18 Const Jt #5 @, 16 2'- 0" 3" C I r ' Typ g.. 7,_9" 6'-3" SECTION D- D 3/5..=1 0.. Geocompos i to drain, see "STRUCTURE APPROACH DRAINAGE DETAILS sheet #10 G 6 #5 @ 18 Note 3 0 MMEMS w II 0 W 0 J a - W BRIGE NO. CHERRY AVENUE OC (REPLACE) o' 54-1292 POST MILES ABUTMENT 3 LAYOUT STAGE 1 I W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 8 48 r r Ql "C" Line 0. PLAN - 1/411=1 /—Oil nnenn i nn fnv- R1 d -d DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ELEVATION 1/411=1 /^II=1 /—Oil —OII BY DESIGN Carolina Lopez -Toro BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Jote 5 Brett Mak I ey PROJECT ENGINEER 3 JTES: 10 Backwa DIST COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1 12.3/14.1 RE IS ERED CIVIL ENGINEER 03/29/11 SHEET TOTAL No SHEETS 484 624 02/01/12 — O Q�pFESSION DATE 4 JARED A. COLE - Z C-0 171 wM PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 sha I I be p I aced after stress i ng i s comp I eted 2. Extend 2'-0'' Abut stem, backwa I 1, and end diaphragm reinforcement out and into Stage 2 Abut and closure pour, bend in place temporarily to clear shoring, if necessary. 3. For "SECTION D -D", see "ABUTMENT 3 LAYOUT STAGE 1 " sheet. 4. For "RETURN WALL DETAILS", see "ABUTMENT DETAILS NO. 2" sheet. 5. See "BARRIER GEOMETRY" sheet. UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ABUTMENT 3 LAYOUT STAGE 2 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT N0. 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 g1 48 i� n, W V) I I W Q Structure approach 411 Expandec Po I ystyren( BO -1 3 13-1 11, F #7 L U ABUTMENT 1 Abut 1 Abut 3 A Structure approach ---------------- --- Expanded ystyrene 0-13 13-1 U ABUTMENT 3 STAGE 1 STUBWALL DETAILS NOTE: 1 o Mandatory construction joint with smooth f i n i shed surface and I i ned w i th 15 pound building paper. 2. For sections where point © drops below abutment seat elevation use ''DETAIL B". 3. See 1'BARRIER GEOMETRY'' sheet. Typ A DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) /^11=1 /_QII Stubwa I I LOL DETAIL A Y211=1 /_QII -rrJ t 4 QII la 9 II Note Abutment 3 shown, Abutment 1 similar. o $7 6 EV 1 #5 See Nc Stage 1 Construction Structure Approach - #4 . Extend into • • Abut footing . . 211 Cir Typ 1 ,_QII Stage 2 Construction #7 bars SECTION A -A '/2 11-1 /_QII BY CHECKED DESIGN Carolina Lopez -Toro Stephane Du I or DETAILS BY Andy Toledo CHECKEDJared Cole QUANTITIES BY CHECKED Tim Fuller Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL B '/211=1 QII 1 '- 311 Min lap #5 Tot 5 sets 411 Expanded 130-1 3 Polystyrene 13-1 V-611 611 #5 C Tot 4 U) 1/-611 #5 - L Note 2 C >° Note 3 B Mandatory Const Jt, see Note 1 — 1 1 1chamfer, see Note 1 QQ M #8 - For return wa I I reinforcement see 1'RETURN WALL DETAILS11 on 11ABUTMEN- DETAILS NO. 211 sheet #5: To - 111 chamfi CL Abu- o� N c #8 �L Tot # J I V I I L 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 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 485 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� JARED A. COLE Z 03/29/11171 WO No. C66188 PLANS APPROVAL DATE Exp. The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 � 1 � 111 Expanded 40-113 Polystyrene #5 � 0 it F IPersion #8 (Main bars) #8 F__ (End bars) SHEAR KEY ELEVATION '/211=1 /_QII SECTION B -B '/211-1 /_QII re i nforcement #51 @1 9 8,_QII Li II 0 W 0 J n w o' BRIDGE NO. w 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES ABUTMENT DETAILS NO.1 13.2 � Q REVISION DATEAl SHEET OF z DISREGARD PRINTS BEARING � CONTRACT N0. 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 10 4 RW L 0 L --� I Conc Barrier Top of #9 Return wa I I I Horizontal 1 e � o I • I 1 i o I #9 6 ° 1 i e o #9 @1 10 ° Geocompos i to 1 O drain, see ''Structure Approa Drainage Details'' ° sheet 1 � #5 e � I e 2" C I r o FG e i e I , o I � e I I e I o ' I o I e I � C • O I O Note 1 , • O e I #9 or e _ ° o I e For deta i I s —,""" ° o not shown, see ''RETAINING O See Notes 4 & 5 I WALL DETAILS'' o sheet . e I I • ' ' O I • #9 �@, 5 e O I I • O _ I o O `I I I CV CV #9 a 12 e I � o #9 �� 5 I I � • O 3,_411 � _ ' o O �I I (V I • e I I e I I O I , I I 0 I I � NOTE: 1. See 11BARRIER GEOMETRY'' sheet. ELEVATION SECTION A—A RETURN WALL DETAILS DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES 3/011=1 —011 BY Carolina Lopez -Toro BY Andy Toledo BY Tim Fuller ch Last bar norma I to C Abutment Backwa Abut = Brg Pad E I astomer i c Bearing Pad (Coat top w/ s i I i cone greasE Rnr c;nnr ince FOOTING CORNER DETAILS (� Brg Pad �+I A No Scale r)7011choet meta 211 duct tape over al I joints CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PLAN MR+1 11 L/��JVIIVVV I..J lJ1,'V 1 yrene B0-13 same thickness as bearing pad Sheet metal 3 11 Leve I Typ ELEVATION BEARING SEAT DETAILS No Scale PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION - DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 486 1 624 02/01/12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' Fc JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 ,b u t m e n t completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P Str App 3'' Bondi r smooth '/811 X 1 . Neopren Geocompos i I 1 I 1 I I 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 hall +1/411 IZIA 1/4'' Exp Jt f i I I er `O Expanded Polystyrene Abutment Seat ri 86-21 °.. DETAIL C No Sca I e ML/lJ I II ISI I I LJVVI\♦♦V 11 - Place prior to backfilling the Abut backwa I I (Fold neoprene into chamfer) JOINT PROTECTION DETAIL No Scale BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ABUTMENT DETAILS NO.2 OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 0,/W 10 1 1 4 n, w I) I I W Q "SW" Ret wa 1 1 , Type 5 7'-9%11 Length CL Abut 1 H=6' Design Height Note 1 Beg in Abut 1 West Ret wa Limits of "SECTION A -A" Ra I I I ng not shown En but 1 A End A , West Ret wa I 1 1136-21 "a"+1 /4" Top of wa Elev 1056.18 "SW" wa I I , Type 5 Strip waterstop 130-1 1-4 3'0 hole "SE" Ret wa 1 1 , Type 5 End Abut 1 East Ret wa I I Railing not shown � I � I I rj � I Top of wa I I EIev 1056.34 -� i I I I I I "SE" wa I I , Type 5 Strip waterstop 130-1 1-4 3"0 hole DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) E l ev 1050.50 Top of wa I 1 E l ev 1056.83 IJ I II ,I I ,I I ;I FG I ;----fit--- I C o c Note 6 I I I I ' Note 6 B) Note 6 ------------ "a"+1/4" RW 690 B6-21 Abutment 1 ABUTMENT 1 WEST RETAINING WALL iMIRRoaeoi %11=1 /_OII 7'-91/2" Length H=6' Design Height Note 1 Begin Abut 1 East Ret wa I I Limits of "SECTION B -B" B B6 -21"a"+1 /4" Top of wa I I E I ev 1056.92 o c E l ev 1050.00 �I -:2 Return wa I I I� I ,I I I � - FG I - C Note 6 1 I I I � I 1 ' I I I � I N Note 6 � Abut 1 B Note 6 ABUTMENT 1 EAST RETAINING WALL %11=1 /_0 11 "a"+ 1 /4' RW 690 B6-21 Abutment 1 BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller 1 /-oil Conic Barrier Type 26 (Mod), Note 7 c O rn See "STRUCTURE APPROACH TYPE N(30S) sheet for reinforcement Bottom of approach slab when on abutment backwa Optional construction joint, Note 5 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS tt5 ,; �9-i nN SECTION A—A Permissible construction joint (BO -5 5-2 I/211=1 /_0 11 3/_o�� 2.. 5Y4�� Conc Barrier Type 736 (Mod), Note 8 3'-0" L #4 F__1 G,1 8 >° Note 5 0 '-0" 2 M RW LOL a� 0 z Return wa I I or Retaining wall, Note 3 Vertical face, Note 4 1 /_01/411 3'- 0" 0 Note 6 oC 0 I. 0 •\ :0 ------ 1- -- ' II See "STRUCTURE APPROACH 0 2 -0 TYPE N(30S)11 sheet 'I 1 C\1 1 Bottom ofso ' approach slab when on abutment backwa C 1 01/4�� Optional construction �A joint, Note 5 / Note 6 #5 \/ G,8 SECTION B—B 11 = 1 /_0.. Y2 21 RW LOL :>� # 5 @,8 '- 0" 2 -#5'\ @,16 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 487 624 -& 02/01 /12 1130-113 FESS RE IS ERED CIVIL ENGINEER DATE �o Quo IOA/ > Fc X11 0 JARED A. COLE Z 03/29/11 LAYOUT NO. 1 PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. CIVIL Top of wa I I shall not be responsible for the accuracy or ST 1 q TF completeness of electronic copies of this plan sheet. OF CALIF CV SANBAG _ 1170 W 3RD STREET Return waII , Return SAN BERNARDINO, CA 92410 4 - 0 z T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 Wall (H=24'), RIVERSIDE, CA 92507 Q NOTES 1 e For Retaining wa l I sections see "TYPCAL SECTION" on "RETAINING WALL DETAILS" sheet 2. Bottom of barrier footing shall be 3'-0" Min below © at a I I times 3. For return wa I I section, see "ABUTMENT 1 LAYOUT STAGE 2" sheet 4. For retaining wa I I H < 20' fill excess gap with Expanaed Polystyrene 5. Roughened surface. Reinforcing steel only needed if optional construction joint is used 6. See "BARRIER GEOMETRY" sheet. 7. For deta i Is not shown, see rB1-54 8. For deta i Is not shown, see #5G,8 — #4a1 8 Note 5 — #51 ca.8 U) OC (REPLACE) o' - 4" Expanded °0 Makley Polystyrene 1130-113 > 1 3-1 v Note 6 RETAINING WALL LAYOUT NO. 1 PROJECT ENGINEER w:E Top of wa I I Cut back c CV polystyrene _ o Return waII , Return _ 4 - 0 z or Retaining Wall (H=24'), Q Note 3 UNIT 2" Min Expanded Vertical Polystyrene face, Note 4 BO -1 3 13-2 Li D J 0 J J PREPARED FOR THE CHERRY AVENUE OC (REPLACE) o' STATE OF CALIFORNIA Brett Makley 54D 1292 POST MILES RETAINING WALL LAYOUT NO. 1 PROJECT ENGINEER w:E DEPARTMENT OF TRANSPORTATION 13.2 Q UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z C:� 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � oar r>> o2ro�r�z �r o nor �0 12 48 � FILE _> REQUEST Limits of "SECTION A -A" Begin Abut 3 I� West Ret wall A A Note 3 Note 3 Length 10'-27/s" Design Height H=10' Note 1 Abut 3 I "a"+1 /4" B6-21 Top of wall E I ev 1050.67 � , I I , I I � I � B6-21 "a"+1 /4" ' I , I I � I � I I � I , I I � I � � , I I C FG Abutment 3 Note 3 I I , Imo' i i RW 688 J I I , Return wa ABUTMENT 3 WEST RETAINING WALL % =1 0.. - End Abut 3 West Ret wall "NW" Ret wall Type 5 f--1 I I I I L � I , I , ' I Note 3 1 /_0%ll 5 Y4" Conc Barrier Type 736 (Mod),--\ Note 4 Top of wa E I ev 1050.27 M "NE" wa I I , Type 5 .. P7 • _ # 5 @,8 o c • 3/_0il 211 RW LOL 3A Note #5 � Gd16 # 5 @,8 4" Expanded rB0-13 Polystyrene B Note 3 Top of wa M\\ -Cut back c polystyrene :2 #5 @8 Cont iy) 4 Roadway, see #5 @18 ' 1 "ROAD PLANS" Q• 3"0 hole Strip waterstop BO -1 2" Expanded BO -13 3'-6" Po I ystyrene 13-2 r 1-4 SECTION C -C \\\_Elev 1039.66 1/2 11=1 '-0" (MIRRORED) Limits of "SECTION B -B" Limits of "SECTION C -C" Begin Abut 3 1 83'-8" East Ret wall (Measured along RW LOL ) i Length 16 /-oil 16'-0" 16 /-oil 16'-0" Design Height H=24' H=20' H=1 6' H=1 2' C Abut 3 A Note 1 Note 1 Note 1 Note 1 Note 3 To of wa (B6-21 "a"+ E I ev 1050.81 To of wa /4 To of wa B E I ev 1050.33 /'ElevoflO48.78 o waB E I ev 104 9.51 CNote 3 ------------------ ----- --- -- 66-21 a+ i/4I------ -------- I ' 7I ' I ' J ' I I B 6�_ Return wa I I •'' 30, C f Note 3 BO -3 I' 3-2 1 I' I I BO -3 4 I 3_4 0 Weep holes 1� I' o E I ev 1032.75 FG \Elev 1 028.75 3"0 holes I' E I ev 1024.75 L-----------t--,-----I ABUTMENT 3 EAST RETAINING WALL 3/611=1 /_011 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) BY DESIGN Brett Mak I ey BY DETAILS Andy Toledo QUANTITIES BY T I m Fuller 19/-811 H=6' Note 1 Top of wa E I ev 1 04 8.05 Note 3 B) Note 3 01 1 \ E I ev 1040.75 E I ev 1036.75 Footing step, Typ B3-8 CHECKED Stephane Dulor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ce Ret wa I I , Note 1 End Abut 3 East Ret wall Top of wa E I ev 1047.10 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 O 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 488 1 624 RE Ir(_o'� 0 2 /01 /12 ERED CIVIL ENGINEER DATE .111-1 QROFESSION,,` 0 JARED A. COLE Z 03/29/11 � No. C661881711 PLANS APPROVAL DATE The State of California or its officers or agents _tx 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 1 . For Retaining wa I I sections, see "TYPCAL SECTION" on "RETAINING WALL DETAILS" sheet 2. For "SECTION A -A" and "SECTION B -B", see "RETAINING WALL LAYOUT NO.1 " sheet 3. See "BARRIER GEOMETRY" sheet 4. For details not shown, see (B11-56 W 0 W 0 J a - W BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 POST MILES RETAINING WALL LAYOUT NO. 2 w 13.2 :2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 1 3 4 8 � Concrete Barrier RW LOL 1 /-oil LL TYPICAL SECTION % 11=1 /—oil Ret Wall (H=24') DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES w C C Cr a; c LL Concrete Barrier RW LOL ► 1 /_n1l TYPICAL SECTION %11=1 /-oil Ret Wall (H:�20') TABLE OF CONCRETE DIMENSIONS AND DATA Design H 6' 10' 12' 16' 20' 24' W 5/_0il 7/_611 8/_611 10/_611 13 /-oil 16/-Qil B 2/_611 3/_0„ 3/_611 4/_611 5/-Qil 8/_Qil C 2/_611 4/_611 5/_0„ 6/_0„ 8/-Qil 8/_oil F V-411 V-411 1 /_6„ 2/_0„ 2/-611 2/_611 Max Toe Pressure (ksf) 101 105 108 207 301 400 BY Ken Anthony BY Andy Toledo BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1 12.3/14.1 REZISICERED CIVIL ENGINEER 03/29/11 SHEET TOTAL No SHEETS 489 624 02/01/12 — O 1? �pFESSION DATE q<' JARED A. COLE - Z C-0 171 wM PLANS APPROVAL DATE N0. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 GENERAL NOTES - RETAINING WALLS DESIGN CONDITIONS: Design H may be exceeded by 6'' before going to the next size DESIGN DATA: f'c = 39600 psi fc = 1 ,450 ps i f s = 249000 psi n = 10 SURCHARGE: SOIL: 2 ft for Live Load plus 3 k/ft for Barrier Dead Load (1) = 340 � = 120 pcf EQUIVALENT FLUID PRESSURE: 36 psf /ft for determination of toe pressure 27 psf/ft for determination of heel pressure SOIL ALLOWABLE GROSS BEARING CAPACITY = 4 ksf ninTE For © location, see ''BARRIER DETAILS NO. 2" sheet BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 RETAINING WALL DETAILS REVI DISREGARD PRINTS BEARING SION DATES I SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 14 1 48 w Q 0 I I 0 w 0 n w Q 0 n, w V) I I W Q Cn zl rnR°� =M o0 CD--i(yi '' 9 'ill DETAIL zM> o O � > F c9 �D , sheet D C Qo rn zJ - H N Fn DETAIL D -RET � , WALL , see D DETAILS NOo2 sheet 3. For 'SECTION A Edge of Type 26A Ramp & raised curb, see "ROAD PLANS" End "SW" Ret Wa I I Type 5 "R3" Sta 693+50015 Lt 4000' I ° - (L Abut 1 ' � I I (T-, 0) r r� I of "R3" Sta 693+60099 I Lt 17000' , 6'0 ` S 3(9 ' O� 76,\ I (D Edge of I I Type 5 footing 1 I I � I 1 I Abut 1 west I RW LOL I Ret wal I I1 N 0 4 ° 54'31''E� ---- + 1 1 I 1 00 ' I 1 �/2''Expanded Strip ' I I Polystyrene waterstop Begin "SW" Ret Wa I I Type 5 "C' Line Sta 30+58007 Lt 71077' / "R3" Sta 693+81093 Lt 17.00/ Begin "SE" Ret Wal I Type 5 "C' Line Sta 30+60.08 Rt 64031' _ "R5" Sta 695+15.88 Lt 17000' Edge of Type 5 footing "DETAIL D -BARRIER" & "DETAIL D -RET WALL", see Notes 1 & 2 — see z "ROAD 00 = PLANS" BO -1 ' � , I I , I , I "SW" WALL PLAN F_ i K Qo D� RW LOL o , M , N D o B 3/611=1 ,-Oil End Abut 1 west Ret Wa I I "C" Line Sta 30+57.87, Lt 75098 11 I I 4- I I 1 I I I I I I I I 1 Abut footing Z ''DETAIL E -BARRIER" & ''DETAIL E -RET WALL see Notes 1 & 2 Strip waterstop w/ rBO-1 �/2" Expanded Polystyrene 1-4 I I I I I I 1 1 I 1 1 I I i I 1 I I I I 1 I I I 1 1 I 1 I 1 1 I 1 1 I I 1 I I I I I 1 I 1 1 I I I I I I I I I 1 I 1 I I —------i-----------� I I —1 Abut 1 East o� Ret Wa 0 End Abut 1 East Ret Wall "C" Line Sta 30+60.03 Rt 66067 L___ End "SE" Ret Wa I I Type 5 "R5" Sta 695+31049 Lt 4000' tBf "SE" WALL PLAN 3/611=1 /-Oil DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) �- R=7931.33' Abut 1 Z C Abut 3 I I Strip waterstop w/ 1/2" Expanded 'I Polystyrene (BO -1 1 4 ' Abut 3 west Ret wa I I Note 4 vg Note 4 Note 4 Note 4 A) Note 4 B) Note 4 R=8064.17/ 1 I 1 I 1 1 1 1 I I 1 1 I 1 1 Abut footing Abut footing BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller End "NW" Ret Wa I I Type 5 "R1 " Sta 693+69074 " Rt 3096' � ' o ' , Co ' , , , , 4 ; 4z- z ' 00 , �0 1 4 0 , CA CO , 00 ; 1 1 1 ► I 1 1 1 1 1 1 � I ► 1 I I I I I 1 1 1 ' I Inside face I I I of barrier, I R=8060' 1 I ► 1 1 i 1 I 1 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS "NW" WALL PLAN 3/611=1 ,-Oil --- Raised curb, see "ROAD PLANS" #4 x 1/-6 " Q1 8 ''DETAIL a� B -BARRIER" & ''DETAIL B -RET J WALL", see Notes 1 & 2 Or - Edge of Type 26A Ramp & ra i sed curb, see "ROAD PLANS" 0 + Edge of Type 5 footing RW LOL End Abut 3 West Ret Wall "C" Line Sta 33+15.55 9 Lt 66.17 "C" Line Sta 33+15.55 Lt 64.11 "R 1 " Sta 694+02.00 Rt 29004' Beg i n "NW" Ret Wa I I Type 5 "C" Line Sta 33+15.55 Lt 62000' "DETAIL C -BARRIER" & "DETAIL C -RET WALL see Notes 1 & 2 DIST COUNTY ROUTEPOST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 490 1 624 02/01 /12 FZIF ES SIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE Z 03/29/11C-0 171 No. C66188 PLANS APPROVAL DATE The State of California or its officers or agents Exp. C I V I L shall not be responsible for the accuracy or q completeness of electronic copies of this plan sheet. T TF OF CALIF P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 -,,,,,roach slab Note: For s i dewa I k details not shown, see (B11-54 SECTION C -C Y411=1 ,-Oil NOTES: o- w '' 1 o For DETAIL A -BARRIER '' 9 'ill DETAIL i i iiia ''DETAIL B -BARRIER DETAIL C -BARRIER i I I ''DETAIL DETAIL D -BARRIER and DETAIL E -BARRIER see I TYPE 5 RETAINING WALL DETAILS NOo 1 , sheet , 20 For DETAIL A -RET WALL DETAIL B -RET WALL DETAIL C -RET WALL DETAIL D -RET WALL , DETAIL E -RET , WALL , see , TYPE 5 RETAINING WALL DETAILS NOo2 sheet 3. For 'SECTION A -A" and "SECTION B -B", see "TYPE 5 RETAINING WALL LAYOUT NO o 2 sheet DISREGARD.,PRINTS BEARING 4. See "BARRIER GEOMETRY" sheet. OF z � PREPARED FOR THE STATE OF CALIFORNIA Brett Mak ley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST W 0 W 0 J (Z w BRIDGE NO. o- w CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES TYPE 5 RETAINING WALL LAYOUT NO.1 I 1302 Q DISREGARD.,PRINTS BEARING REVISION DATES SHEET OF z � LLJ CONTRACT NO.: 08-468004 EARLIER VISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 15 48 � Limits of payment for Conc Barrier Type 26A Be in "SW" 37'-10/2" Re wa I I (Measured along "SW" RW LOL ) Limits of payment for Conc Barrier Type 26A End "NW" 42'-113/4" Ret wa I I (Measured along "NW" RW LOL ) Length 20'-1 1 3/8" 16/_1 1 %g" „ il Design Height H=4/ H=4/ Rett wain End "SE" Ret wa Note: Concrete barrier not shown "SW" WALL DEVELOPED ELEVATION I/211=1 /_0 11 Limits of payment for Conc Barrier Type 736A 20'-3%4" (Measured along "SE" RW LOL H=4' Top of wa EIev 1057023 Top of wa Elev 1057051 4 � 1 ,,_— Be i n "SE" Re wa Length Design Height --- FG BO -3 3-1 EIev 1052.65 Note: Concrete barrier not shown ''SE'' WALL DEVELOPED ELEVATION ,/211=1 /-oil DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) See "ROAD PLANS" --------------- -------------- Geocompos i to dra ii see "MISCELLANEOU DETAILS" sheet DESIGN DETAILS QUANTITIES 77 16 /_10%ll H=4' 24/-0" H=8' Be i n "NW" Re wa Length H=R'I nP.q i nn HP i nht Note: Concrete barrier not shown "NW" WALL DEVELOPED ELEVATION I/211=1 /_011 BY Brett Makley BY Andy Toledo BY Tim Fuller I\G I VVV I I i/2I 1=1 /_0.. CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Chain link railing rier (Mod) Curb and gutter see "ROAD PLANS'? PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Geocom pos i to dr see ''MISCELLAND DETAILS" sheet UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 491 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE 10 Q Nq<' Fc JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE cr_ No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet, ST TF OF CALIF) 19 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 i/2=1 /_0.. Conc Barrier Type 736 (Mod) ?"Expanded D I ystyrene 9 yP BO -1 3 1 3-2 I,�Z; I wa w I I 0 w 0 w a - w BRIDGE NO. o- w CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES TYPE 5 RETAINING WALL LAYOUT NO.2 II 13.2 Q DISREGARD RINTS BEARING REVISION DATES SHEET OF z Li CONTRACT NO.: 08-468004 EARLIER VISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 16 48 � N �L CO L (_0 Q ro m r- 0 O c a O T U I- "SW" Ret Wa I I LOL E 26A Barrier DETAIL A -BARRIER I/211=1 ,_OII Flare barrier Re i of at Std spacing - End "SE" Ret Wa I "SE" Ret Wall LOL Outside face side face Outside face "NW" Ret Wa I I LOL End "NW" Ret Wa Inside face Conc Barrier Type 736A k a� a�- �v) z am Q Q0 J r` 0 0-O DETAIL D -BARRIER I/211=1 ,_0 11 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Iyp r tjIiiT DETAIL B -BARRIER I/211=1 ,_O11 BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller "SE" Ret W( Edge of curb, see "ROAD PLANS" Edge of Type 26A Barrier "NW" Ret Wal I LOL T n c- i e -lo -P r-1 "NW" Ret , Wal I LOL DETAIL C -BARRIER I/211=1 /_O11 Ahr it 1 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL E -BARRIER /211=1 ,_0 11 if DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 492 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� JARED A. COLE Z 03/29/11 LO PLANS APPROVAL DATE No. C66188 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 CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 VnriAs, 0 to 531A SECTION A -A Varies 31/4" to 1-3 " Front face trans i t i c Type 5 Retuning Wall 3/^11=1 /_ O11 Conc Barrier Type 736A SECTION B -B Barrier Type 26A PREPARED FOR THE I (REPLACE) r I STATE OF CALIFORNIA � I I Makley 54-1292 a� a�- �v) z am Q Q0 J r` 0 0-O DETAIL D -BARRIER I/211=1 ,_0 11 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Iyp r tjIiiT DETAIL B -BARRIER I/211=1 ,_O11 BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller "SE" Ret W( Edge of curb, see "ROAD PLANS" Edge of Type 26A Barrier "NW" Ret Wal I LOL T n c- i e -lo -P r-1 "NW" Ret , Wal I LOL DETAIL C -BARRIER I/211=1 /_O11 Ahr it 1 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL E -BARRIER /211=1 ,_0 11 if DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 492 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� JARED A. COLE Z 03/29/11 LO PLANS APPROVAL DATE No. C66188 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 CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 VnriAs, 0 to 531A SECTION A -A Varies 31/4" to 1-3 " Front face trans i t i c Type 5 Retuning Wall 3/^11=1 /_ O11 Conc Barrier Type 736A SECTION B -B Barrier Type 26A PREPARED FOR THE CHERRY AVENUE OC (REPLACE) STATE OF CALIFORNIA Brett Makley 54-1292 POST MILES TYPE 5 RETAINING WALL DETAILS N O.1 PROJECT ENGINEER LLJ DEPARTMENT OF TRANSPORTATION 13.2 Q UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z C:� 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � oar r>> o2ro�r�z �r o nor �0 17 48 � FILE _> REQUEST #5 /' Edge of ram shoulder - "SW" Ret Wa I I LOL `.a y.. ., footing DETAIL A -RET WALL Flare Re at stand spacing "SE" Re /211=1 /_011 n Outside face of wa I I side face wa I Outside of wa I ''NW'' Ret Wa I I LOL End ''NW'' Ret Wa I I / DETAIL B -RET WALL ,/211=1 /-oil T n r. i A i-, -P r ..., Edge of ramp shoulder DETAIL D -RET WALL i/2..=1 /_0.. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) huts i de face )f wa I idard Plan f (B3-7 ei��j nf 2 spacing BY DESIGN Brett Mak I ey BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller Edge ( f oot i r Inside f of wa 5 RW foot i C -Edge of ramp shoulder #5 @ I n Ftg "NW" Ret Wal I LOL C+nnrinrrl P I nn T n c i H,ci f'nr-o Wal I LOL DETAIL C -RET WALL 44- G /a 9 /"' Y2 =1 ,_0.. ''SE'' Ret Wa I I LOL CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS U DETAIL E -RET WALL Y2 =1 ,_0.. 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 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 493 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents it Exp. shall not be responsible for the accuracy or q CIVIL S completeness of electronic copies of this plan sheet. TTF OF CALZFO01 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 le of )ting re Re i of in %2 spacing BRIDGE NO. 54-1292 C H E POST MILES 13.2 TYPE 5 CONTRACT NO.: 08-468004 RRY AVENUE OC RETAINING WALL DISREGARRINTS BEARING EARLIER VISION DATES w 0 W 0 J n w n, w (REPLACE) DETAILS NO.2 LLj Q REVISION DATES SHEET OF z 02/01/12 �i o poi �0 18 48 � #14 Tot 24 (1 2 bundled) see Note 1 Bent 2 N ii r` r, I i i m rn J.. A -1 T -L nn TOP CAP REINFORCEMENT Ut i I�i ty 26"W x 18'H opening for SCE conduits DESIGN OVERSIGHT #7 L -L—' -J @,129 Tot 6 sets SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) - Vertical I y bundled bars PLAN - 1/411=1 / -Oil ELEVATION /4 II=1 /-Oil Ut i I i ty openings DESIGN DETAILS QUANTITIES BOTTOM CAP REINFORCEMENT BY Jared Cole BY Andy Toledo BY Tim Fuller -#4 n or �� crosst i es Tot 28 at each column # 7 "-"-L--j W 2 , Tot 6 sets CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Kin=, C 1 o No splice a l lowed. 20 For "FLARE DETAILS", see "BENT DETAILS NOo2" sheet 3. For "SECTION A -A", see "BENT DETAILS NO. 1 " sheet 4. For "SECTION B -B", "SECTION C -C" and "SECTION D -D", see "BENT DETAILS NOo 2" sheet Face of closure pour "C" Line #8 @, 12 Top Re i of #10 Tot 29 Top Re i of (� Columr C Column #10 Tot Bot Re i of #10 9 12 Bot Rein C Footing = CL Bent 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 494 1 624 02/01/1 2 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALIF) SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 FOOTING PLAN (STAGE 1). Z w V) W Q Will a %11=1, -Oil ---V PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett PROJECT Makley ENGINEER BRIDGE NO. CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES BENT LAYOUT STAGE 1 13.2 0 1 z 3 UNIT: PROJECT 2232 NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATESSHEET OF oar r>> 02/01/12[�oIA101 19 48 FILE => $REQUEST w V) W Q Will a #14 Tot 24 (12 b . see N Face of closure pour Bent 2 -� N DESIGN OVERSIGHT CL Column (I, (' n 1 i i m n TOP CAP REINFORCEMENT #7 1 Typ, Tot 4 #7 M1 W 2, Tot 6 sets D< - Vertically bundled bars PLAN 1/411=1 ,-011 #7 M Ca6 BOTTOM CAP REINFORCEMENT 0Y J) -#4 n or �� crosst i es Tot 28 at each column #7m@,6 #7 U a129 Tot 6 sets (n� I - I _- rn-) .......................... ...... SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ELEVATION /4 II=1 /—Oil BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS A I^Tr f" e 1. No splice a l lowed. 20 For "FLARE DETAILS", see "BENT DETAILS NOo2" sheet 3. For "SECTION A—A", see "BENT DETAILS NO. 1 " sheet 4. For "SECTION B -B", "SECTION C—C" and "SECTION D -D", see "BENT DETAILS NOo 2" sheet 6" dia opening for NPS supply line rB14-4�B7-10 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Footing = Bent 2 #8 a 12 Top Re i of #10 Tot 29 Top Re i of C Column C Column #10 Tot Bot Re i of #10 @, 12 Bot Reim DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 495 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 x 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 CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST FOOTING PLAN (STAGE 2- % 11=1 /—Oil BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES BENT LAYOUT STAGE 2 13.2 DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 01/ /11 02/01/12 7/ 0 10/ 10 20 i� n, w V) I I W Q of z 48 Column #10 #8 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Column Bothways 3'' C I r Typ SECTION A -A %11=1 /-oil I= 0 cry U n L o 0 0 4-- _C C � o c o D� o� U L O � L o � � U N � F- L 0 m n a� CO 0 C) U 0 z L U BY DESIGN Jared Cole DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller rB-5 BO -5 5-105-1 1 Limits of or & distribution Re i nf, Typ I units nf 20-#5 bundled, Tot 40 Extend to edge of deck and into closure pour 3/-611 3/-611 L I Bent 2 � U C . . . . . N N N N N N N N N 371 0i #7 strrups Utility openings BO -5 rB-5 5-10 5-11 n o m 0 ---------------------- -------------- I . - - ----------- t 1 ----- (! s o Ls 8 . 1 .. Omit upper #4 or #5 within bottom slab BENT CAP DETAIL Y4_1 /_0.. ?ll—ftr, hi Incl I AH T n + Ar) 311 Typ #14 bundled Top cap reinforcement —4" fillet Typ #11 Cont, Tot 6 #4 --- cross ties — #7, Tot 6 #11 bund I ed Bottom cap re i nforcement DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 496 1 624 012/01/12 � pFESSIO RE IrERED CIVIL ENGINEER DATE �o Q Nq� JARED A. COLE - 03/29/11 171 Z PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 1\ CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALIF P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 - Re i of may be lowered to clear prestressing ducts CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS within bottom slab BENT CAP DETAIL AT COLUMN PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST bund I ed cap -iforcement ,Tot 6 cross ties #11 bundled Bottom cap reinforcement -einf may be I owered I u u I ear prestressing ducts BRIDGE NO. 54-1292 POST MILES 13.2 CHERRY AVENUE OC (REPLACE CONTRACT NO.: 08-468004 BENT DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION DATES SHEET EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 21 w Q 0 II 0 w 0 W a 0 Column #6 flare re i of Tot 12, 6''Min, 18'' Max spac i n Bent #7 or #4 DESIGN OVERSIGHT Bent 1 '- Bent Tri i, ivi Lam, SECTION B—B no spl ices permitted I/211=1 ,_011 Column Edge of key SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) SECTION C—C I/211=1 ,_011 Column 2" Expansion joint f i I ler k3 Spiral ga I van i zed )D=1 '-3'' 4'' pitch Tot 6 ga I van i zed SECTION D-0 i/2=1 ,_oil .0 Hook spiral by an extra turn in spiral coil with a tai I o The diameter of rebar cage passing through core of pin. BY DESIGN Jared Cole DETAILS BY Andy Toledo QUANTITIES BY Tim Ful ler Level in e Sof f it UCIJ. I I I parabo I i c f I are 2,_6.. i 2,_611 FLARE DETAIL No Scale Q ff it HOOP AND TIE DETAIL 1 o No splice al lowed. CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS No Sca I e DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 497 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4 JARED A. COLE - 03/29/11 171 Z nt PLANS APPROVAL DATE � No. C66188 Exp. The State of California or its officers or agents shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet, ST TF OF CALlFa SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Plywood soffit form E Sealjoint grout tight- FLARE ight Secure column adhes i v Rou hen sur ace Column 1/411 to I/211 1�—rr concrete core starter ELEVATION E 4 Expanded (B1130-113 polystyrene 13-1 Column Fxpanded BO -13 o I ystyrene 13-1 SECTION E—E Bent FLARE ISOLATION DETAILS UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54-1292 POST MILES 13.2 No Sca I e NOTE: Limits of polystyrene and hardboard removal. CHERRY AVENUE OC (REPLACE CONTRACT NO.: 08-468004 BENT DETAILS NO -.2 DISREGARD PRINTS BEARING REVISION DATES SHEET EARLIER REVISION DATES01/ /11 02/01/12 7/ 0 10/ 10 22 1 ,—oi1 Chain Link Railing Conc Barrier Type 26 (Mod) Const Jt I l l l ri r1, 12 1---, —c 00 63'-41/2" & Varies 58'-45/$11 Typ, 66'-611 C Abut 1 55'-011 @, Abut 1 , 51/-6'' Bent 2, 50'-011 @, Abut 3 "C" Line 4 Y211 39'-91/8" & Varies 30'-91/2" & Varies I Crown 21 /_1 1 %811 �-=2 1 '-011 &Varies i Typ Y411 Drip - o oz:0 o � 1 groove 6 II 1 N 5 7 �o N 611 7 a 8'-101/2'' Min and Varies = 62'-1 %211 Min and Varies (Equa I spaces) (STAGE 1 ) TYPICAL SECTION 1/411=1 /-011 2,_011 Prof i I e Grade I+ a - Stage 2 2/ 2/ Const 411 F i I let Typ Ln 311 �' 60- 5 "' 5 -2 ) C.� Extend transverse bars into closure 11/2 Tod s+�rr�U ,jPs; Note s (STAGE 1 ) PART TYPICAL SECTION DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Y2 =1 ,_0.. BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller BO -5 rB-1 68-5 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Tr J l_/ I V \1� Place norma I to � bridge and space along CL bridge Stage 1 Const #5' DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 498 624 �� L& '02/01/12 FESS RE IS ERED CIVIL ENGINEER DATE �o Quo IOIV4<' Fc ��� JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 X 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 CAL104 TYPICAL SECTION SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 3'-1 011 Closure pour Stage 2 Const Tot 9 CLOSURE POUR DETAIL Y411=1 ,-011 FALSEWORK RELEASE: Fa I sework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60 days after the fa I sework had been released. UTILITIES 1 - 12'' Water Line in 2011 casing (Fontana Water) 2 - 2-5"Conduits for future utilities 30 - 211 Loop Detector Conduit, see ''ELECTRICAL PLANS'' 4O - 3" Ramp Metering Conduit, see "ELECTRICAL PLANS" 0 - 6-5'' Conduits ( Southern California Edison) 16 - Future Utility Opening 7 - 3" NPS Supply Line 8 - 2" Sprinkler Control Conduit 9 - 2" Street Light Conduit, see "ELECTRICAL PLANS" 1 0 - 6-11/2'' Fiber Optic Conduits, see "ROAD PLANS" NOTES: 1. For "SPLICE ZONE DETAIL", see "TYPICAL SECTION STAGE 2" sheet. 2. For slab and girder flares, see "GIRDER LAYOUT STAGE 1 " sheet. 3. For girder stirrups, see "GIRDER LAYOUT STAGE 1'' sheet. PREPARED FOR THE BRIGE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett Makley 54D1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION TYPICAL SECTION STAGE 1LLJ 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z23 [�ofor �0 1 48 � FILE => $REQUEST "C" Line 4,-2i/211 2, -oil I 41/2� Prof i I e Grade \,+2% Crown -2% BO -5 5-2 11 pt�I y I I uCI DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 3 3'-1 0" Closure Pour ++e U u r u stirrups, Note 2 4'' F i I l et Typ (STAGE 2) DART TVDT(`AI CC(`TT(lKl ,/2..=-I "—U -- 63/-611 57,-9i/211 58,-8i/211 1 '-0'' & Varies Typ Ln rn Q0 \ Ln 7 @, 8'-3�/2" = 58'-01/211 (STAGE 2) TYPICAL SECTION spacing, i yp DESIGN DETAILS QUANTITIES BY Jared Cole BY Andy Toledo BY Tim Fuller -oil Her bay CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 7 1`611 Chain Link Rai I ing Co 3 nc Barrier Type 736 (Mod) 9 11 4 Z 5-10 KBO -5 5-11 Abut 1 r, r-, n 1-4- 1 1 r -I i r -i r 1 orcement %" x 12'' ys, Tot 3 spacing, I yp �J Place norma I to bridge and space along bridge Bottom Longitudina Re i nforcement DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 499 1 624 02/01 /12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4 JARED A. COLE - 03/29/11 171 Z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or S q CIVIL 1 completeness of electronic copies of this plan sheet, T TF of cAuFa��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 UTILITIES 30 - 2'' Loop Detector Conduit, see ''ELECTRICAL PLANS'' 4O - 3'' Ramp Metering Conduit, see ''ELECTRICAL PLANS'' 7 - 3NPS Supply Line 8 - 2Sprinkler Control Conduit 9 - 2Street Light Conduit, see ''ELECTRICAL PLANS'' 1 1 - 3'' Signal Interconnect Conduit, see ''ELECTRICAL PLANS'' -r r— f" e 1. For slab and girder flares, see ''GIRDER LAYOUT STAGE 21' sheet 2. For girder stirrups, see ''GIRDER LAYOUT STAGE 2'' sheet. Bent 2 O CI I TrF_' 7(lKlr-7 11F_'TA TI 0 - No splices allowed No Scale Q- Service But Splices required for #8 bars Abut 3 i� PREPARED FOR THE BRIGE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett Makley 54D1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION TYPICAL SECTION STAGE 2LLJ 13. 2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATESJAio/ SHEET OF z � 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z[�o 24 48 � FILE => $REQUEST Abut 1 Bent 2 B7-10 Exterior girder 16 0 Flare Typ C Abut 3 O 16 -0 Exterior girder U-3 Note 3 I Soffit access Typ F I are Exterior girder 1 6'-0" 1 6'-0" Exterior girder opening, Tot 4 B1 4-5 Edge of deck = � Girders F I are Typ Typ F I are Edge of girder A 12" - - - - - - - - - - - - - - - - - - - - 4 - - - ° , 12 20 12 _ - - - ° - - - - - - - - - M - - - - _ I ° r) _ _ - - - - - - - - - - C ° D — .� (' n- - _ ----- 0 (D -� II - O - - - °- - - - _ ° I - - -141— a ----- - - ' I I ° - - - - - - - - - - - - - - o - - -�- - - - - - 1 g" 1 2.. N © B7-10 B7-10 3" U_3 Note 1 U -g Note 2 1130-5 or 1130-5 5-10 1137-10 B14-4 Note 5 U-3 U-3 '87-10 s U-7 B7-1 S-3 (STAGE. 1 ) "-Edge of Closure pour °B7-10 U-3 1 - - - --------- -° Note 3 4- i B7 _10 M -- - - - - - - - - - - U3 ° n Note 5 -- - - - - - - - B7-10 ° U-8 m -� Note 2 rn Typ A 7-10 4'- 0" Note 1 Typ I 1 2" 1 8�� I *__-Extend transvers Rei of into closure pour° B7-1 I See Note 4 V-1 3" BO -5 or BO -5 5-10 5-11 DIST mill ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 500 N © B7-10 B7-10 3" U_3 Note 1 U -g Note 2 1130-5 or 1130-5 5-10 1137-10 B14-4 Note 5 U-3 U-3 '87-10 s U-7 B7-1 S-3 (STAGE. 1 ) "-Edge of Closure pour °B7-10 U-3 1 - - - --------- -° Note 3 4- i B7 _10 M -- - - - - - - - - - - U3 ° n Note 5 -- - - - - - - - B7-10 ° U-8 m -� Note 2 rn Typ A 7-10 4'- 0" Note 1 Typ I 1 2" 1 8�� I *__-Extend transvers Rei of into closure pour° B7-1 I See Note 4 V-1 3" BO -5 or BO -5 5-10 5-11 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 500 624 �� L& '02/01/12 FESS RE IS ERED CIVIL ENGINEER DATE �o QUO IO'I14 POST MILES Fc ��� 01 JARED A. COLE Z 03/29/11 C-0 171 PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. CIVIL GIRDER LAYOUT STAGE 1 shall not be responsible for the accuracy or STq 1 TF completeness of electronic copies of this plan sheet. OF CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Q T.Y. LIN INTERNATIONAL UNIT: 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING "C" L i n IN NOTES: 1. 2'-4" diameter opening for water I i nes 2° 1 '- 8"W X 1'-811H opening for future utility opening 3. 2"-2" W X 1 '-6"H opening for SCE Conduits 'y other transverse baro should be staggered between and stage 2 construction meter opening for i nes ° B14-4 WI DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) (STAGE 1) LONGITUDINAL SECTION No Scale BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Tates girder stem width Tates theoretical point of no ment for one end stressing ?r designation, see )ER DETAILS" sheet BO -5 (B7-1 (B8-5 NOTE: ��j �� For "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet. PREPARED FOR THE CHERRY AVENUE OC (REPLACE) STATE OF CALIFORNIA Brett Makley 54-1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION GIRDER LAYOUT STAGE 1 W 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z25 [�ofor �0 1 48 � FILE => $REQUEST Abut 1 16 /-oil N I TyP I� Bent 2 Extend transvers Re i of (B7-1 I B7-10 into closure pour. Exterior girder V_1 U-7C'' Note 2 F I are "C" Line 2 II II IIEdge of Closure pour IIO - - - - 1218' I - - - - - - - - - - - - O ° r - - - - - - - - - - - - - -- M _ - - o I C IQ - - - - - - - - - - - - - - - - - o - W n ICD Cn , 0 Exterior girder Flare 0 ° T�1: � I- - - - - - - - - - - - - ------- ------ - ----- - - - ° �- ° + 1 8„ 1 2.. 1 2" 20�� --' -- 20� 1 2.. 0 :::: Exterior girder I Exterior girder O I Soffit access(B14-5 g 1 6 0 1 6 0 g 1137-10 ope I ng, Tot 2 Flare Typ I Typ Flare Edge of deck I Edge of girder U-3 311 ' 3 II 311 Note 1 B0-5 or(BO-5 5-10 5-11 e7-i� S-3 (STAGE 2) Fz BO -5 or BO -5 5-10 5-11 Abut 3 (I'-- � 0_► 16, -oil Typ iU 12 18 ° ° I I I O O - - - 4/-0il 3'-011 Typ ' TyP ° 12 18 0 , I� O I 3" -_1 4 4 N 100 11 00 00 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 501 624 �� L& '02/01/12 OF RE IS ERED CIVIL ENGINEER DATE �o Quo IOIV4<' POST MILES JARED A. COLE Z 03/29/11 DEPARTMENT OF TRANSPORTATION PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. CIVIL GIRDER LAYOUT STAGE 2 shall not be responsible for the accuracy orq TTF completeness of electronic copies of this plan sheet, OF CALIFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Q T.Y. LIN INTERNATIONAL UNIT: 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING NOTES 614-4 1° 1'-2" D i ameter open I ng for supply line. 2° Cut every other transverse baro Cut bars should be staggered between stage 1 and stage 2 construction. Girders QB7-10 Note 1 U- 3 C C\ DESIGN OVERSIGHT 1 5 (04 L 5 (0 b (0 I b 1 5 (0 b 5 U (04 5 U (0 4 1 5 (0 b (STAGE 2) LONGITUDINAL SECTION No Scale SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ates girder stem width ates theoretical point of no ment for one end stressing �r des i gnat I on, see ER DETAILS" sheet (-0,1 b Z!D 1 !D U0 Girder V) -V) Only BO -5 (B7-1 (B8-5 NOTE: For "PRESTRESSING NOTES'',see "GIRDER DETAILS" sheet PREPARED FOR THE BRIGE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett Makley 54D1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION GIRDER LAYOUT STAGE 2 W 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATESJAiq/ SHEET OF z 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z[�o 26 48 � FILE => $REQUEST CL Abut 6 #9 Cor Note 4 (B8-5 #5 Tot Ea side Utility openings B7-10 6 #9 Cont Note 3 7,-6" END DIAPHRAGM Y4 =1 -0.. 1° Place paraIIeI to C girders and space normal to CL girders 2. Only Service butt splice is allowed for #9 bars 3. Extend to edge of exterior girder 4. Extend to edge of deck ° O 5° Place paraIIeI to C girders and space along C abutment #5 2-1 �/2 key, DESIGN OVERSIGHT "C" Line A A" -4- k A -I 1 � i I. e, i i �— p o u r END DIAPHRAGM CLOSURE POUR SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Profile Line I Prof i le Line Camber Lin6, O ° Structural Profile Line Camber Line N N O O O O 0) _ ° 0 O - Structural c9 0 0 0 O 0 ° O N 0 O ° 0 O O� O 0 O ° O 0 ° O N N N N N C C C + C a C a C a 4- a (n (n Cn co Cn Cn (n Q + C C C Q a (n V) Cn STAGE 1 (GIRDER L I NE rA - rA ) I Prof i le Line Camber Lin6, O ° Structural Profile Line Bridge ( 3600 psi 28 days) N N O ° O - Structural 0 0 0 - Structural 0 I Prof i le Line Camber Lin6, O ° 0 0 O O O 0 0 o ° o O O 0 0 N Profile Line Camber Line Ln o N N1 Ln ° ° 0 0 0 0 o O o 0 0 0 0 0 0 0 O o N Structural Profile Line Bridge ( 3600 psi 28 days) N N N 1` ) ® - Structural Camber Line Bridge Footing ( 3600 psi 9 28 days) N - Structural 0 N 0 0 O 0 O� O 0 O 0 ° O O O O 0 O ° O C + C N N N N N M C C a C a + C C C Q a (n V) Cn o a m cn a Cn a (n a o a a rn c� STAGE 2 (GIRDER LINE Qr - © ) 0 0 O O O 0 0 o ° o O O 0 0 N Profile Line Camber Line Ln o N N1 Ln ° ° 0 0 0 0 o O o 0 0 0 0 0 0 0 O o N STAGE 1 (GIRDER LINE B - �B ) STAGE 2 CAMBER DIAGRAM ro (GIRDER LINE OO - OO ) No Scale ( Does not include aIIowance for fa I sework settlement) 1° Camber varies linearly between girder lines 2. For Girder line designation, see "GIRDER LAYOUT STAGE 1 " and "GIRDER LAYOUT STAGE 2" sheets. Abut 1 Type 5 RW Abut 3 Type 5 RW '-4" la 1- ilif #5 6 /-oil 9 TyP -5 pairs at each face ( Tot 10 pairs) CONCRETE STRENGTH AND TYPE LIMITS BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller No Sca I e - Structural N Bridge ( 3600 psi 28 days) N N N 1` ) ® - Structural Concrete, Bridge Footing ( 3600 psi 9 28 days) N - Structural N N N M Concrete, Retaining Wa I I ( 3600 psi 28 days) + C C C 4- C + C C C C 0 0 0 0 0 0 0 C 0 0 o a a a _0 a a a o a 0- Cn Cn Cn m 0 (n (n Q Q Cn V) 0 m 0 cn (n Q STAGE 1 (GIRDER LINE B - �B ) STAGE 2 CAMBER DIAGRAM ro (GIRDER LINE OO - OO ) No Scale ( Does not include aIIowance for fa I sework settlement) 1° Camber varies linearly between girder lines 2. For Girder line designation, see "GIRDER LAYOUT STAGE 1 " and "GIRDER LAYOUT STAGE 2" sheets. Abut 1 Type 5 RW Abut 3 Type 5 RW '-4" la 1- ilif #5 6 /-oil 9 TyP -5 pairs at each face ( Tot 10 pairs) CONCRETE STRENGTH AND TYPE LIMITS BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller No Sca I e - CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo 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 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 502 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4<' ��� Fc 0 JARED A. COLE - 03/29/11 ri Z PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST 4 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 PRESTRESSING NOTES 270 ks i Low Relaxation Strand Stage 1: Pjack = 149080 kips total (29376 kips Girder A -A, 119704 kips total elsewhere) Stage 2 Pjack = 149080 kips total (29376 kips G Girder D -D, 11 9 704 k i ps tota I e I sewhere ) Anchor set = % inch at each Stage Total Number of Girders = 8 at each Stage Distribution of prestress force (Pjack) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders of each stage shall not exceed 725 kips ° Final force variation shall distribute the greater force to the exterior girders. Concrete at each Stage: f'c = 5000 psi @, 28 days f'c i = 5000 psi Q time of stressing Contractor shall submit elongation calculations based on initial stress at Stage 1: X❑ = 0.896 times jacking stress Stage 2 X❑ = 0.899 times jacking stress One -end stressing shall be performed from Abutment 3 end at each Stage. w Q 0 0 w 0 w w Q 0 o- BRIDGE NO. w 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES I 13°2 GIRDER DETAILS w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 27 48LD Structural Concrete, Bridge ( 3600 psi 28 days) ® - Structural Concrete, Bridge ( 5000 psi 28 days) ® - Structural Concrete, Bridge Footing ( 3600 psi 9 28 days) - Structural Concrete, Approach Slab ( 3600 psi 28 days) ® - Structural Concrete, Retaining Wa I I ( 3600 psi 28 days) CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo 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 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 502 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4<' ��� Fc 0 JARED A. COLE - 03/29/11 ri Z PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST 4 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 PRESTRESSING NOTES 270 ks i Low Relaxation Strand Stage 1: Pjack = 149080 kips total (29376 kips Girder A -A, 119704 kips total elsewhere) Stage 2 Pjack = 149080 kips total (29376 kips G Girder D -D, 11 9 704 k i ps tota I e I sewhere ) Anchor set = % inch at each Stage Total Number of Girders = 8 at each Stage Distribution of prestress force (Pjack) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders of each stage shall not exceed 725 kips ° Final force variation shall distribute the greater force to the exterior girders. Concrete at each Stage: f'c = 5000 psi @, 28 days f'c i = 5000 psi Q time of stressing Contractor shall submit elongation calculations based on initial stress at Stage 1: X❑ = 0.896 times jacking stress Stage 2 X❑ = 0.899 times jacking stress One -end stressing shall be performed from Abutment 3 end at each Stage. w Q 0 0 w 0 w w Q 0 o- BRIDGE NO. w 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES I 13°2 GIRDER DETAILS w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 27 48LD See Note A See Note B Finished arade Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION Backface of Retaining Wall 4" 0 drain 3" Uns lotted Plastic Pipe SECTION A -A ter.%1ff111iUqQE Cap -typo See Note B 3" S I otted Plastic Pipe. See Note B Tee Connection 450 Typ 3( me F i I wrap around DETAIL "A" A o 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I I s adjacent to s i dewa I ks or curbs, prov i de 4" cast iron or asbestos cement pipe under the sidewalk to discharge through curb face. Exposed wa I I drains shall be located 3"± above finished grade B. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining wa I I. Cap ends of pipe. Provide "Tee" connection at each 4' 0 drain. C. Connect the low end of plastic pipe to the main outlet pipe as applicable. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 10 mil Polyethylene sheet Bond 6" to wa I 1 Cut hole for 3" pipe WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale DESIGN DETAILS QUANTITIES BY Brett Mak I ey BY Andy Toledo BY Tim Fuller Bond to Geocompos i to .� A Drain E ro Level or sloped toward wa I I - Cement Treated Permeable Base DETAIL "B" CHECKED Stephane DuIor CHECKED Brett Mak I ey CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS U U PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Chc Rai 29 � DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 503 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. 4. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 )t 3 SECTION AT LIGHTING STANDARD V2 =1 -0.. 44- A SECTION B -B Edge of Deck i 00I BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 MISCELLANEOUS DETAILS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 1 7/ 0 10/ 10 2$ 1 48 w II 0 W 0 J !Z w w Q 0 II 0 w 0 J W Q 0 n, w V) I I W Q FILE => $REQUEST w 0 W O J a - w w V) N w Q z DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 504 624 jo/i 6& 02/01/12 Parabo I i c FESS RE IS ERED CIVIL ENGINEER DATE 0 Quo I��q( 4'- 5/411 ' � Abut 1 Pier 2 Abut 3 �; �`� 3,_ 1 3 11 03/29/1 1 JARED A. COLE Z /8 16/-21148 / 5 1 1 -6 /8 / I I 54/-4%11 32 -3 /_ 3 11 /_ 3 1 1 49 9 /8 42 3 /4 /-03/811 W No. C66188 m PLANS APPROVAL DATE 50 '-01 11 /4 55'-1 11 /4 The State of California or its officers or agents �xsExp*CIVIL T�oF 0­0Chain , , link railing g shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, CALIF o��P * �K 1 II 1 6 -1 1 /$ 20,_43 II /4 _ 7 11' 18/ 10 /8 Parabolic Curve PI �_ 3 �� * 28 1 1 /$ I * SANBAG 0 - Parabol i c A o = Top of Deck o* Parabo I i c _'� 1170 w 3RD STREET .1 A o Curve PI `I M A SAN BERNARDINO, CA 92410 r� o-- -- --- �� ,N _ ro * Curve PI N * T.Y. LIN INTERNATIONAL �p 3550 VINE STREET, SUITE 120 - - - o RIVERSIDE, CA 92507 B 1 5.250,1 - --- , -------- ----- - ---- ----- ---------------------- - B ---------------ro ------------------�- - l �--- - - ---iI � rn�� C o I o CO�oB �* -- --- G O Parabol * * * Curve PI ,� _____ - LEGEND 34'-71/411 34'-67/$11 14,_17/811 26,_011 28'-31/211 44'-3Y211 CV 44'-91/2" 19'-71/2' 13'-81/811 31� Lo I -Denotes layout lines. Parabo I i c Parabol i c I , I , I-------------------------------------- ----- ------ - - - - -----I--L-----� Parallel to Top of Deck/Roadway L -------- ----------- Measured from Top of Deck L, r----------J ------r ------ I e Note: Al l horizontal dimensions measured a I ong Edge of Deck MIRRORED ELEVATION - WEST SIDE (DEVELOPED) Not to Scale Abut 1 Pier 2--_.� Abut 3 ' r ' Parabol is Q 8'- 1 01 11 /4C 4'- 51/411 1 6 _0%11_ 48/-3%11 II 54 -3/2 32/-11/811 /-9%11 �_ 5 II 57 47 1 1 /8 1 - *77'-2/411 50,_111 58/_61/411 , 18 /-(3%111 28'-101/211 Chain I ink rai l ing Parabol is * Curve PI o Parabol i c I A * To of Deck 21 '-01/8'1 p Parabolic 21 '-07/811 o A oo * ,I Curve PI cv = * Curve PI * A M ------ 00 N ---- _ o = LIQ 170 777M N I � rn M 1 `I �K -------------- I� B --------- ------------ -------------------- ------ ----- -- - ------ BW A --- -- ,--� 150250 - B 1I o ,I --- , o C ► * o o _ _ ,M ,I Parabo I i c =� _ y--- _ - ' _ -----------___ _ of * *B Curve PI r C FG I 1 I * * I o ( M--------------- rri , 1 '- C\j* %K %K -----------JJ /_ ,-- 11 -- * 21 91/2" 50'- 91/8" * 1 8'- 01/811 54'- 31/211 4 4'- 31/211 4 4'- 9 211 * 44/-91/211 1 2 51/411 I ------------� I 55 -9 I 1 I I.------------ � I A A ----------- ----- --------- -------------------------------------------- -----------� ITop o roadway I I ------ ------------------------------------------ ---------------------------- r---1-�---- ' r------- ------- I I I I ' I I Parabol is -------------I Parabol is Para I I e I to Top of Deck/Roadway Measured from Top of Deck ELEVATION - EAST SIDE (DEVELOPED) Note: Al l horizontal dimensions measured along g Ed e of Deck Not to Scale DESIGN BY Noel shamble CHECKEDPREPAREDDulor PREPARED FOR THE CHECKED Brett Makley Brett Mak I ey STATE OF C ENGINEER BRIDGE NO. CHERRY AVENUE OC (REPLACE) 54-1292 DESIGN OVERSIGHT DETAILS BY Andy Toledo POST MILES CHE Andy Toledo DEPARTMENT OF TRANSPORTATION BARRIER G E O M E T R Y QUANTITIES BY Tim Fuller 13.2 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF 01/ /11 02/01/12 [Y�o 10/ 10 29 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES so FILE => $REQUEST w 0 W O J a - w w V) N w Q z Deta i I H I 1 I , I , I , I , I , I , I , I , I , I , I , I , -----J Abut 1 Limits of payment for Conic Barrier Type 736 (Mod) -----' Bent 2 ELEVATION - EAST SIDE (DEVELOPED) Edge of deck 611 1 '-Oil Typ Typ Barrier Reinf #5 Cont Typ 9 a I I locations ocat i ons #5 -/ Nil drip � groove, Typ SECTION B -B 1/2 =1 ,_0.. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 4 II Typ Chain Link Rai I ing #5 #6 Tot 2 —Note 3 1/-811 #5 L #6 Tot 7 1 '=20'-0" C C\I SECTION C -C i�2=1 ,_0.. 3 fl BY DESIGN Jared Cole DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller JI Jr, ------J --JI Abut 3 NOTES: 1 o For "DETAIL G" and "DETAIL H", see "BARRIER DETAILS NO. 2" 2. For details not shown, see 61 1-56 3. Permissible construction joint with roughened concrete surface LEGEND 0 ©© - Denotes layout lines, see "BARRIER GEOMETRY" sheet 12 SECTION D -D i�2=1 ,_0.. CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Chain Link Rai I inc #5 Tot 10 #5 48 ._C: #5 @,1 6 L O U SZ I - � CV I N #5 Cont L U DIST COUNTY I ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS A) 08 SBd 10 12.3/14.1 505 1 624 #5 12 #6 Tot 2 Note 3 1`811 #5 12 O o is l 0 --- --- I 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 Exp. The State of California or its officers or agents shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 0 I # 5 @ 12 RIVERSIDE, CA 92507 #5 � 12 .o L _�° #6 Tot 7 • 3 - 1 �1211x71/4'' keys, Typ T car .Yp #5 __J,'9 12 SECTION A -A 1/211=1,_oil SECTION E -E i�2=1 ,_0.. 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 2 CORNER DETAIL SECTION F -F Y2 =1 /-Oil 2 yP -.ted )t 5 5 12 2 i� BRIDGE NO. CHERRY AVENUE OC (REPLACE) o' w 54-1292 POST MILES BARRIER DETAILS NO. 1 I W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEAl SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 30 48 � Limits of payment for Conc Barrier Type 26 (Mod) ---------------------------- ---------------- _= i l I 1 C I 1 I I II I B I I I I I I I II -------------------------- Abut 1 Bent 2 MIRRORED ELEVATION - WEST SIDE (DEVELOPED). 1 / =201-011 8/-o" Concrete barrier Type 26 (Mod) --. 4 /-o" C U) 3 - #5 °'� 1drill and o u bond dowel @, 16 \rr) Co O #4,-" % drI I I and bond dowel @, 16 0 #4 �� % 16 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 00 000000 1 '-0" 3/_0" Typ Chain Link Railing # 5(� d,, 9 12 —n #5 Cont Tot 10j #6 Tot 2 I #5 @, 12 I o I Note 5 N#5 @ 8 _ I #5 12 B #5 16 2/_0" #5 @, 16 #5 a 8 2'-011 Min Typ all locations SECTION I -I ' /211=1 /-0" / #6 Tot 7 #5 cP, 912 C1 4 II Typ rF %41' Drip groove #5 ,ib W 2 I I ' I C I I 1 ' L ----LXX Abut 3 1 . For deta I Is not shown refer to ''BARRIER DETAILS NO. 111 sheet 2. L I ne O Intersects the face of the abutment at the soffit level 3. ''DETAIL G11 applies to abutment 3. ''DETAIL H11 applies to abutment 1 4. For details not shown, see (B11-54�, 5. Permissible construction joint with roughened concrete surface LEGEND 0 30°,- Typ 12.50 Soff It DCz-/' � # 5 __/ 0 0 - Denotes layout I i nes, see Chain Link ''BARRIER GEOMETRY1' sheet Rai I i ng #5 n @, 12 A #5 Cont Tot 10 1 /-oil #5 �@, 1 2 o � #5 � Min Note 5 M qS O O 000000 O O n BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller #5 8 7, a o #5 .� SECTION J -J ,211=1 /_o" CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I 10'-4119 Ty E II II II II II II II "a" II ;I II Dimension II II II II II II II II II DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 506 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q /Vq<' ��� Fc 0 JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 II Note 2 #5 \ II II II I� Face of Abutment DETAIL G ,211=1 /_o" 9'-011 (Min) west side 23'-011 (Min) east side DETAIL H 1112"=1 0" Note: For reinforcement, see 1'DETAIL G 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 n 0 w 0 w w BRIDGE NO. CHERRY AVENUE OC (REPLACE) o' w 54-1292 POST MILES BARRIER DETAILS NO. 2 13.2 � Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 31 48 � See Note 1 08"-71/d" Fast Side (Measured a I ona edge of deck) Note: East side shown, West side similar nFTATI 4"=1 ._U. NOTES: 1. For "DETAIL B", see "BARRIER DETAILS NO. 4" sheet 2. For Chain Link Fence Details, see "CHAIN LINK RAILING DETAILS" sheet 3. For "SECTION N -N" see, "BARRIER DETAILS NO. 4" sheet. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) IJPPFR RARRTFR FI FVATTON SFC.TTON DESIGN DETAILS QUANTITIES -1 Y2 = -1 - U xpansion Jt yp #7 Tot 6 #8 Tot 4 #9X5'-0" Galvanized Dowel — at slip joint. Grease dowel and wrap with 3 layers of 15 pound building paper SFC:TTON #8, Terminate with hook at expansion joint SI in ,Inint 20° Typ �'4..=_l _—U.. FmhP(­lmPnt /211 Expanded Polystyrene EXPANSION JOINT DETAIL 1 11=1 /-o11 BYCHECKED ina Lopez -Toro cHEStephane DuIor PREPARED FOR THE BY CHECKED p STATE OF CALIFORNIA Andy Toledo Carolina Lopez -Toro BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DISTI COUNTY I ROUTE SICERED CIVIL ENGINEER ll7 /701 /1 1 POST MILES TOTAL PROJECT 1203/1401 SHEET TOTAL No SHEETS 507 624 02/01/12 - O Q�pFESSION DATE 4� JARED A. COLE - Z No. C66188 M I L_M1141.) M1- I- 1\V V ML_ LiM I G The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALiFp�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Polystyrene -e i nforcement, see -MENT DETAILS NO. 1 " sheet I/211=1 /_ 011 Note: Barrier sha I I be placed LEGEND after fa I sework release. Barrier concrete on superstructure shall have a minimum compressive strength f'c = 4000psi 9 28 days 0©© - Denotes I ayout lines, see "BARRIER GEOMETRY" sheet BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 BARRIER DETAILS NO. 3 REVI DISREGARD PRINTS BEARING SION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1111111- 01/ /11 02/01/12 7/ 0 10/ 10 32 48 i� n, w V) I I W Q #4 F,\ @ h #4 F,\ #4 F,\ C6), h POST TYPICAL SECTION Y4 =1 ,_0.. -21 iii DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) V DETAIL B i/2=1 ,_0 (Abutment 1 shown, Bent 2 and Abutment 3 s i m i I ar) DESIGN DETAILS QUANTITIES 1/4'0 Round Head machine screw with F3 /16 1 /2x 1 �/2 washer, plain washer, lock washer and hex nut @, 1 '-6" max %" 0 Expansion bolts, Typ---,,, Post 1'' Chamfer, Typ , —#6 Tot 5 #8x6/-3'' Tot 4w L (2 Bundle) per post > 5/8" 0 Expans i on bo I ts, Typ Chain Link Fabric, Typ _ I _ L 4x3x'/4, Typ --' #71 7 Tot 5 #71 #4 11 Tot 6 per post BY Carolina Lopez -Toro BY Andy Toledo BY Tim Fuller gP'rTTONI 1 /2 —1 -v 1 '- 3" and Varies from V-3" 3" to 0" along 5'-0" transition #5x6'-0" centered at post #8 Bundle 1 '- 8" #6 Tot 5 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 508 1 624 '02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE No. C66188 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 CALZFOP SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL NOTES: 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o For other barrier reinforcement not shown, see ''RETAINING WALL LAYOUT NO. 1 ", "RETAINING WALL LAYOUT NO. 2, ''BARRIER DETAILS NO. 1 ", "BARRIER DETAILS NO. 2��, & "BARRIER DETAILS NO. 3" sheets. 20 For "DETAIL B" location, see "BARRIER DETAILS NO. 3" sheet LEGEND G@)@ - Denotes layout I i nes, see "BARRIER GEOMETRY" sheet SECTION L—L 1 _,-_o SECTION N—N CHECKEDPREPAREDDulor PREPARED FOR THE p STATE OF CALIFORNIA Brett Makley CHECKED Caro I i na Lopez- PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Andy Toledo ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST #7 #5 #6, Tot 7 CPI @, 8 BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 BARRIER DETAILS NO. 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01//11 02/01/12 7/ 0 1 ovw 10 1 33 48 n, w V) I I w Q z o' 45'-0" (West Side) 40'-8" (East Side) Limits of Payment for Chain Link Railing 97'-71/4"(East Side) 95'-1/2" (West Side) IN Limits of Payment for Chain Link Railing CV 00 Deta i I C _ A ------------------ ------------------- ' ---� ---- --- — — ---- --------------------------------------- ------ - Detai I A ��I Detai I D I � i I � I , I � I , II------ I ----------- ---------- Abut__1_______ ---------- 5"0 x 9 post PC #4x1 '-6" T( 0 Bolt witr threaded i nser DESIGN OVERSIGHT Abut 1 SECTION A -A I/211=1 ,_Oil SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) Tot 2 Sin Link Post 3x3xl/4) "BASE PLATE DE - #4x1 '-6" T _"T 197'-21/2" (East Side) 184-4" (West Side) Limits of Payment for Chain Link Railing 9'-21/4"(East Side) 8'-9�/2"(West Side) B(Measured at Midpoint) 8/-0" Max, Bent 2 ELEVATION SECTION B -B '1=1 ,_011 Y2 No Sca I e Link Post x3x'/4), Typ Tot 2 9.. pocket C Conc Post 4x3x'/4, Typ Chain Link Fabric 5/6"0 ga I van i zE cable %" 0 Eye Bolts, Note id Sta 33+15.06 "C" Line a) -° o 62.5' Lt (West Side Sta 33+38.58 "C" Line Makley ENGINEER BRIDGE NO. CL Chain Link Railing 63' Rt (East Side) U) U) post, Typ (HSS 3x3xl/4) CHAIN LINK RAILING ;° � 0 1 Post UNIT: PROJECT 2232 NUMBER & PHASE: 08000007441 200 Typ Deta i I at Top of B Barrier -_ =N Ln SHEET oar r>> ozro�r�z I , 34 Ln ---------------------------- ---------- _ ---------------------- ------------------------ i 1 ' G � 1 I I i I i — -------------------------------------------------- -------- I I Abut 3 DETAIL B 1 =1-0 C Po; DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 509 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATEQROFESSION�` JARED A. COLE Z 03/29/11 W No. C66188rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4>1/41 CIVIL 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 1" Typ /2x7"x7" Chain Link Fabric galvanized ib I e, Note 5 Ln flu C Post a ' 3i/2,1 C Post-,//, I BASE PLATE DETAIL 211_1 /_011 „7„1 i Top Rail) BY DESIGN Jared CoIe DETAILS BY Andy Toledo QUANTITIES BY T I fll Fuller CHECKED Stephane Dulor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL D DETAIL A i 1 "=1 -0" Eyebolt, Typ 1/4" 0 Round head Machine screw, Typ DETAIL C Y16"O galvanized cable NOTES: 1 "=1 '-0" 1. Railing assembly except Chain Link fabric to be galvanized after fabrication. 2. Place fabrics parallel to posts. Conc Post 3. Provide thimbles at all cable loops. 4. Expansion Joint same dimensions as expansion joints in deck or wa I l o Increase slotted hoIe length and splice bar length accordingly. 5. Thread 5/,6"O galvanized cable through % eye bo I ts, embed 4' into top of Concrete Barrier. 6. For details not shown, see rB11--52 7. For "SECTION K -K", see "BARRIER DETAILS NO. 4" sheet 1 "=1 '-0" PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett PROJECT Makley ENGINEER BRIDGE NO. CHERRY AVENUE OC (REPLACE 54-1292 POST MILES CHAIN LINK RAILING DETAILS 13.2 0 1 2 3 UNIT: PROJECT 2232 NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES SHEET oar r>> ozro�r�z �r o nor io 34 FILE _> REQUEST w 0 0 w 0 W Q 0 w V) W Q OF z 48 Top of Retaining wall690E (Typ) Match Groove Lines to wa I I I "serf i on Point I E I ev 1024.91 T.- . -P A hi i4- 1 40/-9" (Measured along abutment wa I I front face) Limits of payment for Architectural Treatment (Type A) and Prepare and Stain Concrete Const Jt for Abut stem and fnrn+inn "C" Line Fluted Fin TPu+IIrP Tvn qA 100.- 41 Top of Reta i n i ng wa 11 690W (Typ) AInTC Type 60D9 see ''ROAD PLANS'' 1. For ''ABUTMENT 1 MOTIF ELEVATION'', see ''ARCHITECTURAL DETAILS NO. 2and ''ARCHITECTURAL DETAILS NO. 3" sheets. LEGEND - Indicates 3'' raised relief DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ABUTMENT 1 ARCHITECTURAL TREATMENT LIMITS i�8=1 /_0.. CL Fluted Fin valley SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 /-0" (� Fluted 1 i�2", Typ Z: Fin va I ley 4 if Abut wall front face 1 �/29 Typ SECTION B -B DESIGN DETAILS QUANTITIES 3" = 1 /-0" BY Noel Shamble BY Y i hong Wang BY Tim Fuller Abut Reinf CHECKED Stephane DuIor CHECKED Brett Mickley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Insertion Point 2 Elev 1038081 Match Gro( L i nes to % Abut wal front f ac DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 51 0 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� ��� Fc 0 JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF OF CALjFa P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Top of — Abut Seat DETAIL A 1 11=1 /_Oil 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 F J BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 1 OF DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 01/ /11 02/01/12 7/ 0 10/ 10 35 48 w I I 0 W 0 J a - w n, w V) I I W Q Top of Abut Seat, Typ "C" Line 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 3 /-oil, Typ ;F I I I I I I I I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I I I I I I I I I I I I I I a C I I I I I I I I I I I I I I I I I I I I I I I �• U Top of Retaining wa I I I I I I I I I I I I I I I I I I I I I I Q I I I I I I I I I I I I I I I I I I I I I I I Q (Typ) Typ) I I I I I I I I I I I I I I I I I I I I I I I = O I I I I I I I I I I I I I I I I I I I I I I I I I . •_ I I I I I I I I I I I I I I I I I I I I I I M L I I I I I I I I I I I I I I I I I I I I I I I I I ------------- -----r-------------------------------------------------------------------------4-------4-------I------4----------+------1­ --------------1- -------1- ------------- ---- ---- -- A ------------------- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ + I I I I I + I I + I + I I + I I + I + I + I + I I -rTT71--rTT7 1--I-FTT-\ + I I+ I I I I I I I I I I I I I I I I I + + I I I I I I I I + \ I I I I + I + I+ I I I I+ I I+ I+ I I I + I I I I I I I I I I I I I I I+ I + I I I I I I I I I I I I I -_--- f ------+------t------------i-----F-----------I------I------ - -- -- 1-----�--- ------- t------+-----t------i- - - - -- ----- - -I- -----I------I- - - --- - - - - - - C + I I I I I I I I I I+ I I I I I V I I I\+ I I I I I I +I 1 +I 1 1 1 1 +I I 1 I+ I + I I I I I I I I + I I I+ I I +I+ I I I I I I I I I I I I I I I I I + L ti--�`_-} -- I I I I I I I I I I I D I \ --1--------�--------t-----t------------r-----r-----r------I---- - -I- -- --- -- -- ---y-----rt-----rt------t------t----- fi------ ------ - --- I ----- -I- - - - - - -I - - - - ------- I + I I I I I I I I I I I I I I I � � I I I I I I I I I I I I+ I I I I I I I V� \ \+ \ + I I I I + I I + I I I I I + I I I + I I I X \ \ \ I I I I I I +I I I I I I I I I + I I I I I + \ \ \ \ I I I + I I I I I I I I I I I I I I + I A I I + I I I I I I I I I I r t--------r-_==---r--�------rt----- t------r-----r-----r-----r-------------- ----- -- ----------� ---------t------t------r------r-----r- ---- --- ----i------I-- --------- t \ + I I I I I I I I I I I I I I I \+ I I I I I I I + I I I + I I I I I I I \ \ \ I I I I I+ I+ I I I I I I I I \ \ + \ \ I I I I I I I I I I I I I I + I + I I \ \ \ \ I I I I + I I I I I I I I I I I I I - - -- I I+ I I I I I I I I I F \ \ \ + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \+ \ + I I I I 1 I 1+ I I + I 1 + I 1 I + I I 1 + I I I \1 + \\ \\ 1 I I I+ I I+ I I I I I I I I I I I + I 1+ IV \ \ I I + I I I I I I I I I I I I I I I I I I I ---V---------- 1--�; - I I I I I I I I I I 1 --- --T T- ____T ------r-- ---r-- ------- - -I- - -- - -- -- -- --J 7 7 T T r T r-- ------ --- --I --- --I----- ------- G _ I I I I I I I I I I I 1 I I I + \\ + I + I I I I I I I I I I + I I I I I I I I I I \ \ I I I I I + I I I I I I + I I I + I I I I \ \ I I I I I + I I I I I I I I I I I + I I I I I I I + I I I I I I I I I I I I I + I H I +I I +I I I I I I I 1 1 -------- ��- - --- -- --- -- -- - - -- I -- -1 -- ---�-- - - - -� - ----1-- --- ------ I I I I I I I I -- --- ----- ----1 - - -� \ I+ I I I I I I I I I I + 1 1 1 I+ I I I I \ + I I I I I I I + I I + I I I I I I I I I I I I Match Groove + \ I I I I + I I I I I I I I + I Lines to wall +' I 1 I I I 1 I + � \ I I +I I I I I I I+ I I + I I I I I -------------- `-_ 1- 1+ I I + II II + I - - - - - --------- I I I ----- I +1 II I ------ +--- __- ----- --- ----- -- -------------------------- I I I ----------------- -+ ------------------ I ----- ------- I +I + I I I I I I +I I I I I I I I \ I I I I I I + I I I I I I I + I I I I \ + + I 1 1+ I+ I I I I I + I - +1 1 1 1 + I I I I I + I I I I + I I I + T + \ + 1 1+ 1 1 + I I I I I I I I I I I+ --rl`-L�-_---------_-\_ ---- - ----- ---- -�-- ---- I-- -- -I- ± ---I- ----I ---------- ----------- -- - - -- -- - - ----- - - - - --------- - - - --- I- -- - - ---- - - - -I -- - -I- - - -- ------ 1 + i I + I I + + I + I I I+ I I I + I I I I + I I I + + I + - J l 1 1 1 1 l 1 1 1 i l I r I_??, + + + I I + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------------------------1------1------L------L------L------1-------1-------1-------1------J------J------1------1------1------1------L------L------L------1-------1-------1-------1------------ K ____________ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) ABUTMENT 1 MOTIF ELEVATION 1A11_1 /-011 BY DESIGN Noel Sh(imb I e DETAILS BY Y i hong Wang QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LEGEND 1 n KIOTP@_ Top of footing DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 511 1 624 L_o_� 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QROFESSION�` JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 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 - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - I nd i cotes 3" ra i sed re 11 of 10 Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 2 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 36 1 48 i� w V) I I W Q z Cr LEGEND 1 W N DESIGN OVERSIGHT T C------- D------- E------- Top of Abut "C" Line Seat, Typ 22 231 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 , -oil " I I I I I I I I I I I I I I I I I I I I I I I I I -II I 3, Typ I I I I I I I I I I I I I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Top of I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - -r- - - -- T- - - - - -r-----r------1-------1------1--- I I I Retaining wall I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I II I 1 I I I 1 I I I ` 1 (Typ) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----1------1-- ----1------7----- I I 1 - I I 1 ------1-----7-----7------------rt- ---- -+ --t--- --r--- --r- --r I I I -- -------------4-------4------ - - - - -------- ---- - - - -+-----4----------------------------I-------I-------I-------4-------4-------4------ 1 l 11-I- I I I --------------+------4------- ------ - - - - -- - ----- -- -- I II I I I I I+ ITS II I 1 1 1 I I I I I I I I I I I I I I I I I I I *---1-- I L\ I 1j 1 1 1 I I I I I + I I I I I I I I I I I I I I I - I I I I + I I I I I I I I I I I I I + I I I I I I I I I I + I + I I + I I I + I I + I + + I I I I 1___-_ I I I I + I + I + I I I I I I I I + I I I I I I I I I I I I I I I I + I I I I I I I I I + I I + I I I I I I I I I I I I + I + I I I T 7 1 -I-I- I I I I I I I I I I I I I I I I I I+ I I I I I + I + I I I I I I + I I I I I I I I I I I I I I H ------- I I I I I I I I I I I I I --' ---- -'-_----' -- -- '----- - - - - - - -- I I I I I I I I I + II I I I I I I I I I I I ----I-------I-------I------ -----I ------4-- ---4------ - - - - - -+- -- I H - - - - - -I- - - - - -I - - - - - -I - - - - - -- - - - - -- - - - - -- -- -- 4-- --- I I I I + I --- I I I I + I I I+ --- I+---�: -- I I I I I + I I I + I I I --H I I I�,-I- -H- I + I I I I I I I II --1-- 4--+-4 I I I I I I I I + I I + I I I I I I I I I I I I+ I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I + I I+ I + I + I I I I I I I I I I I I I+ I I I I I I + I I I ------- -____________ I+ I+ I II I I --------------------------------- ------I----- + I I I I I I I I I I I I I I I I + I I I I I I I I + I 1 I + I I I I I I I + I I I I I I + I I I 1 1 1 1 1 1 I I I I I + I + I I I I I I I I 1 1 1 1 1 1 I + II I I I I I +I I I I I I + I I I I I I I I I I I I I I I I I + I + I I + I I + I I I I I I I I I I I + I I I + I I I I I I I J------_ ---�---+ __�--+- --1-- --- - -- I - - - - - - - - - - -- I 1----- 1 -- - ----1I------ - --- - - -�-----�---- I ---; I y=L- II I I 1 I + + I I I I I I I I I I I I I I I I I I + I I I I += I I I I+ I I I I I I I I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I K ------- I I I I I I I I I I I I I I I L------ L------ L------ L------ 1------- 1------- 1------ I I I I I I I I I I I I J------ J------ 1------ 1------ 1------ 1------ I I I I I I I I L------ L------ L------ L----- I II I I I I I II I I+ I I I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I ----I------ I -------I-- ---1----- 1------------f----- t ------t- ----t --- -i- ---- F----- - - - - - - - - - - - - -I ------I------1-----1-------f-- --- -- --- --- -- --- -- --F -� I I I I I I+ I I + I I I I I I I I + I I + I + I I I I I----- I I I I I I I I + I I + I I I I I I I I I 1 I I - I I I I I I I I I I I I + I I I I I I I I I I I I + I I + I I I I I I I I I I I I I I I I I I I - - - - - - I I I I I I I I I I1 1 I 1 1 I + I I I I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 512 1 624 L_o_� 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QFLOFESSION� �O l JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 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 --- I-- - - - - -I - - - - - -I-----y----- -i---+ ------*-----t------------t --- 1-------r---- ------- I-------I------I----- y - - - - - - -i------rt----- *------ ---- -t--- - -- - - r -r - Insertion Point 2 I I I II I I + I I I I I I I I I I I I I I I I I + I I I I I I I I I +I I+ II + I I I I 1+ I I I I I I I I+ I I I I I I I I I •I� I I I I I I I I I I I I I I I I I I I I I I --1-- ----1--- ---1---- I -------7------7------T-- - - -T- - - - -r- - - -- T- - - - - -r-----r------1-------1------1--- II r� -- , ----- ,-- - - - -�-----7------T--- I + I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I + I II I I I II I 1 I I I I I I I I I I I I I I I I I I I II I I 11 I I I 11 1 l I I I+ I I ----1------1-- ----1------7----- 7------�-----rt-----T---- -t-- ---r-- ---r-----r-----r-----1-------1 ------1-----7-----7------------rt- ---- -+ --t--- --r--- --r- --r I I I -r- I I 1 l 11-I- I I I I I I I I I I I I I I I I + + I I I I I I I I + I II I I ITS II I 1 1 1 I I I I I I I I I I+ I + I I I + I I I+ I I I I I I I I I I I I + I I L\ I 1j 1 1 1 G ------- + I I I I I I I I I I I I I I I I I I I + I I I I I I I I+ I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I + I I I F ------- --1-- ----1--- ---1---- ------- -------7------7------T-- - - -T- - - - -r- - - -- T- - - - - -r-----r------1-------1------1--- -- , ----- ,-- - - - -�-----7------T--- --T - - - --r-----T----- ---- - 1-I-rrTl I I I I + I I I I I I I I I I I I+ + I I I I II I I 11 I I I I I I+ I I I+ I I + I I I I I I I I I I 1 1 1 1 1 I I I I I I I I + I I I I I I I I I I I I I I I II I I + I I+ I I I I I I I I I I I I I I I I I I + I I L\ I G ------- I - I I I I + I I I I I I I I I I II I I I I + G I I I I + I + I + I I I I I I I I I I I + + I I I I I I I I I + I I + I I I I I I I I I I I I + I + I I I I I I I I I I I I I I I I I I I+ I I I I I + I I I I I I + I I I I I I I I I I I I I H ------- I I I I I I I I I I I I I I I I I I --' ---- -'-_----' -- -- '----- - - - - - - -- I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I + I I I+ I I I+---�: I I I I I I I + I I I + I I I I + I I I�,-I- I + I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I + I I I I I I I I I I I I I I I I I + I I I 1 1 1 1 1 1 1 1 I I + I I+ I + I + I I I I I I I I I I I I I+ I I I I I I + I 1 1 1 1 1 1 1 I 1� I ------- -____________ I+ I+ I _I___ __I ---- ------ I I I I --------------------------------- ------I----- + I I I I I I ---------------------- ----- ----- I + I I I I ---- ----------- -I-- I I I --LL I I I I I I 1 I + I I I I I I I I I I + I I I I I I + I I I 1 1 1 1 1 1 I I I I + I + I I I I I I I I I I I I I I 1 1 1 1 1 1 I + I +I I I I I +I I I I I I + I I I I I I I I I I I + I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I + I I I I I I + I I I + I I I I+ I I I I 1 1 I I J------_ ---�---+ __�--+- --1-- --- - -- 1-------- ---� - 1--- --1---- - - - - - - - - - - -- I 1----- 1 -- - ----1I------ - --- - - -�-----�---- - ---; I y=L- 1 I + + I I I I I I I �- I I + I I I I += I I I I+ I I I I I I I I I I I + I I I I + I I I I I I I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I K ------- I I I I I I I I I I I I I I I I I I --- 1------- 1------- 1------ J------ J------ 1------ 1------ 1------ 1------ I I I I I I I I I I I I I I L------ L------ L------ L------ 1------- 1------- 1------ I I I I I I I I I I I I J------ J------ 1------ 1------ 1------ 1------ I I I I I I I I L------ L------ L------ L----- I I L - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) ABUTMENT 1 MOTIF ELEVATION 1/4 11=1 ,_011 BY DESIGN I Noel Shamb I e DETAILS BY Y i hong Wan QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER 1 I 1 I 1I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Match Groove Lines to wa I Top of footing KIr)Tr-' e Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 3 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 37 1 48 i� w Q 0 0 w 0 n w Q 0 n, w V) I I W Q TOp Of Reta in i Match Groove Lines to wa I I Insertion F EIev 1030.1 nIOTE'o T..,-. ..-C A I- i 14 - 1 34'-0�/2" (Measured a I ong abutment wa I I front face) Limits of payment for Architectural Treatment ( Type A) and Prepare and Stain Concrete Const Jt for I "C" Line Abut stem and 1 o For "ABUTMENT 1 MOTIF ELEVATION" 9 see ''ARCHITECTURAL DETAILS NO. 2and "ARCHITECTURAL DETAILS NO. 3" sheets. LEGEND - Indicates 3'raised relief DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) r" "ROAD PLANS'' ABUTMENT 3 ARCHITECTURAL TREATMENT LIMITS i/811=1 ,-011 DESIGN DETAILS QUANTITIES BY Noel Shamble BY Y i hong Wang BY Tim Fuller CHECKED Stephane DuIor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey Insertion Point 2 EIev 1032027 PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1 12.3/14.1 REZISICERED CIVIL ENGINEER 03/29/11 SHEET TOTAL No SHEETS 513 624 02/01/12 — O Q�pFESSION DATE 4 JARED A. COLE Z w C66188 m PLANS APPROVAL DATE a- No. The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION A—A %11=1, -oil a� L U C O U C ,o c 0 aD L U C) aD L r c Q BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 4 REVI DISREGARD PRINTS BEARING SION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 38 48 i� n, W V) I I W Q DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 514 1 624 L-o-� 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QROFESSION�` JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 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�� Top of Abut Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) Top of footing ABUTMENT 3 MOTIF ELEVATION 'A =1 ,_011 BY DESIGN Noel Sh(imb I e DETAILS BY Y i hong Wang QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Const Jt for - Abut stem and footing PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 5 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 39 1 48 n, w V) I I W Q Seat, Typ IICII Line SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 1 5 16 17 18 19 20 21 22 23 I 24 0) T.Y. LIN INTERNATIONAL II 3 - 0 Typ a c •U 3550 VINE STREET, SUITE 120 , —� T RIVERSIDE, CA 92507 Grid Spacing aI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I O I I I I I I I I I I I I I I I I I I I I I I - I M •L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r------------I-------I-------I------�------y------rt------rt------t------t------r------r------r------r- I I I I I It ItItI I ----I-------I-------I------�------y------rt------rt------t-�----t- I I I I I I I I It A ---- /-1 LEGEND Top of I I I I Retaining wall I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `Typ/ I I I I I I I I I I I I I I I I II IIII III I II II I Indicates Vertical Grid Line ------ + -------- -------- I - ------ ------rt + ------ -- r-- I+ + -- ------ +IIII + + ----- + IrtII -----rIII - B A Indicates Ho rid Line+ r i zonta I Grid ---------4-- - - - - -- III II II IIII III IIII III III IIII IIIIII ----------- - - - - -- + III + + + 1 + + ++ 1 1 1 I + Indicates 3Iraised relief -------- ---- - - - - - - r -1I 1I ------ -T- --r - - - - - - T - - - - - r -- I I- - - - -- - -7------T--- - - T -_ - - - - -- C + I I I I I I I I+ I I I I I I I I I I IL I I I I I I I I I I I + I I \ \ I I I I I I I I I I I+ I I I I I I I I I I I I + I I I I I I I I I I I I + I I I I I I I I I I \ \+ \ \ T---I-------I- - - - - -I - - - - - - - ` \ \ \ I I I I - - - I I I -+ I --- I - I + I I I I I I I + I - - - - - - - - I I I I + I I - - - - - - - - I - - - - + I D - - - I I I + 1 \\ I 1 I + 1 I 1 I I I I 1 1 1 I I I I 1 1 I 1 1 I 1 I 1 I I I I \ ` \+ I+ I I I \\ \ I I I I I I I I I I I I I I+ I+ I I I I I I I I I + I I I I I I I I I I I I I + I + 1 I I I + I + I I I I I + \ \ ------1------- ------ -----1-------1---- ------ ------ ------ - - --- - --- I I I I I I I I I I NOTE: I I \ + I+ I I + I I I I I I I I I I I+ ----- I I I \ 1 1 1 I 1 I 1 1 I I 1 I I I I 1 1 1 1 I I I I I 1 1 1 1 1 1 1 I I 1. Concrete Barrier Type 60D and FG not shown \ \ \ + I I I \+ ---1- -----1 ---_1_______1___ --------- I I I 1 1 ------- ------ I _ +_ I I 1+ 1 -- --- -------------- I + I I + I 1 1 1 1 ------------------ I I + I I I + 1 1 1 1 -------------------------------- I + I 1 1 ---------- I 1 ------- I - 1 F ------- on elevation view for clarity. Match \ � I I I I Groove-- 1 1 1 1 I I I + I I 1 I I I 1+ 1 I I I 1 I I I 1 1 I I I I 1 I I I I I I I I 1 1 1 I I I I I 1 I I 1+ I �- 1 I Lines -1----- to wa l 1 -------- ` I 1 1 1 I + I I I 1 \ `\ I I I I 1 1 I I 1 1 I I I I I I I I I I I I I I I I I I I I I I + \ + \ I I I \ -- 1--- ---1 - ----------1-------1------ I I +I J-- ----- --- I + 1-- I + I --- ------------� I I + I I --- --�------�------1---- 1 + I I I + I --1-------1------1------1------ I------ I + I �- --- �- + I --- ----- I+ - G \ \ I I I t--- --\--- I I I I _1------ + + 1 +1 1 I I + 1 I I I I 1 1 I 1 I I I I I I I 1 1 1 + I I I I I I I I 1 1 I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----L------1-------I-------I------J------J------J------1------1------L------L------L------L------L------1-------1-------I------J------J------J------1------1--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --L- ------- H I I I I I Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) Top of footing ABUTMENT 3 MOTIF ELEVATION 'A =1 ,_011 BY DESIGN Noel Sh(imb I e DETAILS BY Y i hong Wang QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Const Jt for - Abut stem and footing PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 5 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 39 1 48 n, w V) I I W Q LEGEND 1 L DESIGN OVERSIGHT Te,r-% r-�-P A hi 14 - C------- D------- E------- F------- G------- H------- - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) 1-/ lJ l 10 I u I I V I Abut stem and footing DESIGN DETAILS QUANTITIES ABUTMENT 3 MOTIF ELEVATION BY Noel Shamb I e BY Y i hong Wang BY Tim Fuller 1 /411=1 /-Oil CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo 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 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 515 1 624 L_o_� 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QROFESSION�` JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 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�� 1" 9 Typ SANBAG JS a c 1 n 1170 W 3RD STREET P 9 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Insertion Point 2 of footing Kin=, . Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 6 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 10/ 10 40 48 i� n, w V) I I w Q I i m i tR nf nnvmPn+ fnr PrPnnrP and stn i n rnnnrP+P Top of approac s i dewa l l, Abut 1 Bent 2 Abut 3 Note: East side shown, West side similar ELEVATION ' I m -�� payment for d Stain Concrete SECTION B -B 1 A11=1 /-Oil DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) Typ ( Top of sidewalk or roadway surface, TN DETAIL A 1/411-1 /-011 DESIGN DETAILS QUANTITIES BY Noel Shamb I e BY Y i hong Wang BY Tim Fuller 5 0 z L_ O o a� L C U C E O T U Q 12 c O U c E Q Q a a_ Limits of payment for Prepare and Stain Concrete Top of J deck or sidewalk, T, ' I m �, Of payment for -e and Stain Concrete TYPE 5 WALL CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 4- c E al 0 U) J G RW LOL � tiJ irs SECTION A -A Soffit line v I 1 /411=1 /-Oil DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 516 1 624 L-o-� 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QROFESSION�` JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 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 LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line + - Indicates 3" raised relief KinTC e 1. Stain all exposed column surfaces. Limits of payment for Architectural Treatment ( Type A) Abut 3 00, 1 3 4 5 6 7 8 9 3/-0il9 TyP Grid Spacing ' C I I I I I I I I I I I I I I I A I I I I I I I I I I I I I I I I + B I I I I I I I I I I I i + I I I I I I I I I I I I I I I I I I I I I I CI------ - --I------ -----+-- -- ----I------ �------ �------ �-- ----------- 1. I I I I I I I I + I I I I I I I I ----- I -----------------I------I----------- ------ --------------- D i + + I I I+ I I I I I I I I I I I + L----- ------- -------------I E I I I I I I I I I + I I I I I I I I I + ' I I I I I + + I I I + L----- -- --I---- -------------- J-- -- J------��'---1-- --------- F + + _ + FG I I I -- � I I I L---- ---------±�'------J------J------1------1 ------- G + _-r'� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION C -C 1 A 11 =1 /-Oil PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION o Q C ) Cn O I � Insertion Point 3 L E I ev 1028.72 0 ABUTMENT 3 RETAINING WALL MOTIF ELEVATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 1/411=1 /-Oil BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 7 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7,/w 0 10/ 10 1 41 1 48 n, w V) 7D I I W Q See "ROAD PLANS" — � � 27'-3 ("+ C I See "Approach Slab Transverse Contact Joint" table See "DETAIL B" See "DETAIL A" Limits of Approach slab BB or EB C) Longitudinal const. joint. (See Note 3) PLAN 1 " = 30' See "DETAIL C" Limits of Approach slab Bridge deck Pay limits for structural concrete, approach slab See "Seat Type Abutment Tie Details' N #6 12 30'- 0"+ Longitudinal const. joint. � (See Note 3) #4 bar chairs 3'-011t transverse ly"+ longitudinal #5 @ 121 "b" bar / CVT U Filter fabric I" C) #a"@bars Geocomposite drain Sealed joint #5 x 2'-0'' 12 Backwall - See Note 2 V -6" #4 C @ 6 3" 1/4'' expansion joint filler See "DETAIL D" Transverse contactjoint DIST COUNTY 08 SBd I it ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 10 12.3/14.1 51 7 624 See "ROAD — — — — PLANS" Edge of approach slab DETAIL A 1 "=10' Stage 1 traffic Temporary Railing ( Type K) , see 2'-0" Standard Plan Note 4 Structure rT3 Approach Slab BB Inside face Sidewalk, curb ��" ' --------- and gutter, see ,�----------- -- 'ROAD PLANS'' B Edge of barrier OA �. Outside edge O ' Ret wall of barrier B Conc Barrier ry Type 736B DETAIL B SECTION C -C %411 = 1,_oil © Outside edge of barrier ' A �;Ret wa I �A Edge of barrier ------------- - ----------------- ------------- Inside face 7 4 #4 bar BAR CHAIR DETAIL 1112 11 = 1/_ 0 11 of barrier A Edge of ----------------- ---- approach slab Edge of sidewalk EE MRC 2" SEAT TYPE ABUTMENT TIE DETAILS /4 1 - 11 0 I ( See Note 1 ) DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DETAIL C 1 "=10' DESIGN BYBrett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Brett Mak I ey CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 "=10' 30' Edge of approach slab Inside face B of barrier --------- -- --1--------------- - DA Edge of barrier B © Outside edge of barrier DETAIL D 1 "=10' 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. 54-1292 POST MILES 13.2 ■ TEMPORARY RAILING AT APPROACH SLAB No Scale ( Looking Down Station) 0 APPROACH SLAB TRANSVERSE CONTACT JOINT ����� ✓� Ret wa I I Outside edge 02/01 /1 2 C OFESSI <200 �� VIII ' I Ramp I _ - - - ���� of barrier © RE IS ERED CIVIL ENGINEER DATE o e� �N4� ParaIIeI to face of P N use ( Detail A) Stagger I i nes 24' to 36' apart. >450 Parallel to face of P N use ( Detail A) Stagger at each I ane I i ne o Edge of burr i er DA JARED A. COLE c 03/29/1 1 0 m w No. C66188 m PLANS APPROVAL DATE °G i i i --------Exp. The State of California or its officers or agents it CIVIL See Approach Slab _ _ _ -------------------- ----- shall not be responsible for the accuracy or ST4T �1P completeness of electronic copies of this plan sheet. F OF CALZFO� Transverse Contact Joint" table TS SANBAG Edge of ---------------- 1170 W 3RD STREET --- -------__ SAN BERNARDINO, CA 92410 approach slab T.Y. LIN INTERNATIONAL C A Inside face 3550 VINE STREET, SUITE 120 BB of barrier RIVERSIDE, CA 92507 Stage 1 Construction Stage 2 Construction Edge of sidewalk See "ROAD — — — — PLANS" Edge of approach slab DETAIL A 1 "=10' Stage 1 traffic Temporary Railing ( Type K) , see 2'-0" Standard Plan Note 4 Structure rT3 Approach Slab BB Inside face Sidewalk, curb ��" ' --------- and gutter, see ,�----------- -- 'ROAD PLANS'' B Edge of barrier OA �. Outside edge O ' Ret wall of barrier B Conc Barrier ry Type 736B DETAIL B SECTION C -C %411 = 1,_oil © Outside edge of barrier ' A �;Ret wa I �A Edge of barrier ------------- - ----------------- ------------- Inside face 7 4 #4 bar BAR CHAIR DETAIL 1112 11 = 1/_ 0 11 of barrier A Edge of ----------------- ---- approach slab Edge of sidewalk EE MRC 2" SEAT TYPE ABUTMENT TIE DETAILS /4 1 - 11 0 I ( See Note 1 ) DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DETAIL C 1 "=10' DESIGN BYBrett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Brett Mak I ey CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 "=10' 30' Edge of approach slab Inside face B of barrier --------- -- --1--------------- - DA Edge of barrier B © Outside edge of barrier DETAIL D 1 "=10' 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. 54-1292 POST MILES 13.2 ■ TEMPORARY RAILING AT APPROACH SLAB No Scale ( Looking Down Station) 0 APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY PAVEMENT WITH PCC ROADWAY PAVEMENT <200 Parallel to face of paving notch Para I I e I to face of paving notch 20 - 45 0 ParaIIeI to face of P N use ( Detail A) Stagger I i nes 24' to 36' apart. >450 Parallel to face of P N use ( Detail A) Stagger at each I ane I i ne o 10 For details not shown, see Structure Plans. For MR < 2", adjust bar reinforcement to clear a sawcut for sealed joint, when required. 20 For drainage details, see "Structure Approach Drainage Details" sheet. 3. Longitudinal construction joints, when permitted by Engineer, shall be located on lane lines. 4. End angle 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 A35-Ao 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. 7. For "SECTION A -A" and "SECTION B -B", see "RETAINING WALL LAYOUT NOo1" sheet 8. For "SECTION D -D", see "RETAINING WALL LAYOUT NO.2" sheet CHERRY AVENUE OC (REPLACE STRUCTURE APPROACH TYPE N(30S ) REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 101/ /11 02/01/12 7/ 1 1 ovw 10 1 42 w 0 I I 0 Li 0 W Q 0 n, L'-' V) I I W Q OFLi z 48 Cap end Retaining wall Stub Geocomposite wall drain B r i Dec Cap i end 3'' Plastic pipe ( SlotteH Structure approach Geocomposite drain Cap end Retaining TYPICAL PLAN vvu I I E wall 1" = 20' For pipe layout at staggered end, see ''DETAIL Bo" SECTION E -E I I ll Il I I I I I I ll Il 3'' Plastic pipe ( Slotted )II at staggered end I I I I I I I I I I DETAIL B Edge of footing 1/411 /^ I I = 1/_ 0 1 1 Note: Bends `ii and junctions i n 3'' plastic pipe are 30'' radius min. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) No Scale Drainage pad ( Minor concrete ) )site drain A r fabric Plastic pipe Slotted ) TPB WITHOUT FOOTING LIN, Geocomposite drain lXXl Filter fabric D 3 Plastic pipe ( Slotted ) Top of abutment or + TPI retaining wall footing 4" 1 / _0il 4" WITH FOOTING DRAINAGE DETAILS 1�/2�� = 1,_0.. (_onr+nmr�no i �o rlrn i n RETAINING WALL WINGWALL SECTION F -F AGE DETAIL �d grade AIl1TC e DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 51 8 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALW)\4 P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o For reta i n i ng wo I I dra i nage system outs i de the limits of geocompos i to drain, see ''WEEP HOLE AND GEOCOMPOSITE DRAIN'' shown on ''MISCELLANEOUS DETAILS" sheet. RETAINING WALL WINGWALL SECTION G -G I/^ 11 = 1 /_0 _0 11 BRIDGE NO. /^II = 1/_ 1/411 0 1 1 DESIGN B Carol ina Lopez -Toro CHECKED Stephane DuIor PREPARED FOR THE OC (REPLACE) POST MILES CHECKED STATE OF CALIFORNIA Brett Makley DETAILS BY 1302 Andy Toledo Jared Cole CHE Andy Toledo KED DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES SHEET UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 7/ 0 10/ 10 43 FILE => $REQUEST SECTION G -G I/^ 11 = 1 /_0 _0 11 BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES STRUCTURE APPROACH DRAINAGE DETAILS 1302 DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 43 :]�►ja0M,R 110 W Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 6716510.983 Elevation: 1054.523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 SETREBAR �W/"AECP LS 4430" PLUG 30' +/- SLY 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, 300'+/- E'LY OF CHERRY z 0 LU LU +1050 +1040 +1030 +1020 +1010 +1000 +990 +970 +960 E 1. +1056.5 ft "B" Line 31+00 C F- 0 FE0 co A-09-003 0 ,^f Iffis rn Q0 O O r-� POST MILES S DISTCOUNTY ROUTE TOTAL PROD CT No T TOTAL SHEETS UC "A" Line �� 08 SBd 10 12.3/14.1 51 9 624 rn 4S 0 O 32+00 I � 6' �o � I � + O 0 0 0 "C" Line "C" Line STA. 30+08±9 80LT± S1 A-09-002 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive, moist, little fine GRAVEL, mostly coarse to fine SAND. I i tt I e fines. nonD I ast i c . weak cementation M)(UW)(DS) becomes dense M JL Dmt SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little f i nes, nonplastic, weak cementation becomes very dense SILTY SAND with GRAVEL (SM): dense olive -brown moist 17% fine GRAVEL 60% coarse to fine SAND, 23% fines, nonp I ast i c, weak cementation ' ' 150/3"12.41 6 AOM UW CR Poor I y graded SAND with GRAVEL (SP): very dense, o I i ve-gray, dry, little coarse to Bulk 7 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation F-6-17-1 41 8 +- I OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, I i tt le REF/5 coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 2.4 9 QI II LO 10 El SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 38% fine SAND, �Q)00 UW 2.4 11 62/ fines, low plasticity, PP>4.5 tsf .Q OFLULU A-09-002 45% medium to fine SAND, 55% fines, I ow plasticity "' U-) + REF /6" + L L C 12.4113 M a) -C fine SAND, little fines, nonplastic, weak cementation, with lense of CLAYEY SAND at top 90/11 1 .4118 I 0 Cn(4 U- +- m Poor Iy graded SAND with GRAVEL (SP): very dense, o I i ve-brown, dry, I i tt I e coarse to 10/ 10 01�/, V)_ "C" Line I OM 31+00 C F- 0 FE0 co A-09-003 0 ,^f Iffis rn Q0 O O r-� POST MILES S DISTCOUNTY ROUTE TOTAL PROD CT No T TOTAL SHEETS UC "A" Line �� 08 SBd 10 12.3/14.1 51 9 624 rn 4S 0 O 32+00 I � 6' �o � I � + O 0 0 0 "C" Line "C" Line STA. 30+08±9 80LT± S1 A-09-002 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive, moist, little fine GRAVEL, mostly coarse to fine SAND. I i tt I e fines. nonD I ast i c . weak cementation M)(UW)(DS) becomes dense M JL Dmt SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little f i nes, nonplastic, weak cementation becomes very dense SILTY SAND with GRAVEL (SM): dense olive -brown moist 17% fine GRAVEL 60% coarse to fine SAND, 23% fines, nonp I ast i c, weak cementation ' ' 150/3"12.41 6 AOM UW CR Poor I y graded SAND with GRAVEL (SP): very dense, o I i ve-gray, dry, little coarse to Bulk 7 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation F-6-17-1 41 8 16311.4114 CHERRY AVENUE OC (REPLACE) OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, I i tt le REF/5 coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 2.4 9 150/6"11.4 cementation 10 50/5 SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 38% fine SAND, e.''OM UW 2.4 11 62/ fines, low plasticity, PP>4.5 tsf 15711.4112 OFLULU OM PA 45% medium to fine SAND, 55% fines, I ow plasticity 50/5"12.4117 REF /6" `:.. SILTY SAND (SM): very dense, olive -brown, moist few fine GRAVEL, mostly coarse to 12.4113 16311.4114 CHERRY AVENUE OC (REPLACE) OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, I i tt le coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 4212.411 5 OM UW PA DS cementation 13.2 SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 38% fine SAND, Q PP 62/ fines, low plasticity, PP>4.5 tsf 37 1 .4 16 OFLULU OM PA 45% medium to fine SAND, 55% fines, I ow plasticity 50/5"12.4117 OM `:.. SILTY SAND (SM): very dense, olive -brown, moist few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation, with lense of CLAYEY SAND at top 90/11 1 .4118 OM UW 03/ 10 Poor Iy graded SAND with GRAVEL (SP): very dense, o I i ve-brown, dry, I i tt I e coarse to 10/ 10 01�/, 02/01 /12 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic weak cementation E7:812.4119 OM 44 SILTY SAND (SM): dense, olive -brown, moist, mostly coarse to fine SAND, little fines nonplastic, weak cementation +950 Terminated at El. 955.0 ft Drilled on 9/17/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling 28+00 R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) Zy+UU DRAWN BY I J. Fang CHECKED BY I L. Cheung Stationing along "C" Line SU+UU R. J ie FIELD INVESTIGATION BY: DATE: 09/1 R/n9 tc) n9/22/n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS � a o: 02/01 /12 R OFEssj F—U REGISTERED CIVIL ENGINEER DATE o QoN4` rn O N Q S.PIRATHIVIRAJ z Ln 03/29/11 w No. C71662 m T + PLANS APPROVAL DATE + L;:I- N I Exp. 12/31/13 cv L M The State of California or its officers or agents Mor J shall not be responsible for the accuracy or sq CIVI L 0 U p _ I completeness of scanned copies of this plan sheet. T TF OF CAL VO P 1) (4- U) Q SANBAG 33+00 I 34+00 1170 W 3RD STREET SAN BERNARDINO, CA 92410 I EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E I NOTES: FOUNTAIN VALLEY CA 92708 PLAN 1'� = 40' EI. +1057.5 ft (1) This LOTB sheet was prepared In accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . 1�I (2) 2.4" samples were taken using a California Modified Sampler. �I(3) An automatic trip hammer system consisting of a hammer weight of Q, 140 lbs fal I ing a distance of 30" was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. A-09-003 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive , moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation 16311.411 6 OM Terminated at El. 996.0 ft Drilled on 9/16/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Dri I I ing SILTY SAND (SM) : dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, III tt I e fines , nonp I a -;tic weak cementation 117. coarse to f i ne GRAVEL, 687. coarse to fine SAND, 217. fines Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown moist, little coarse- to oarse_to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes very dense 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, nonplastic, weak cementation SILTY SAND (SM): dense, olive -brown, moist, trace fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation SILTY SAND with GRAVEL (SM): very dense, olive -brown, moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, dry, 43% coarse to fine GRAVEL, 527. coarse to fine SAND, 57. fines, nonpIastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation No Recover 5 cobble encountered Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' .S I +UU )L+UU PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST fine +1050 +1040 +1030 +1020 +1010 M +990 +970 +960 +950 w 0 LU 0 J LU LU 0 EO 0 Lu 0 0 - LU a 0 BRIDGE NO. CHERRY AVENUE OC (REPLACE) LU 54-1292 POST MILES LOG OF TEST BORINGS 1 OF 5LU 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OFLULU z EARLIER REVISION DATES 03/ 10 07/ 10 10/ 10 01�/, 02/01 /12 44 48 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 BENCHMARKS: I -0� POST MILES DIST COUNTY ROUTE TOTAL PROJECT SHEET No TOTAL SH EETS "B" Line "A" 08 SBd 10 12.3/14.1 520 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) I cam' L i ne Co Vertical control based on NAVD- 88NGS NAVD88 ( ) C, al c �°a o 02/01 /1'12', Pt. 1010 II �o Lq N 00 N c4ml o:) �-U II QROFESSIO� REGISTERED CIVIL ENGINEER DATE4 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 N> QLn �' 0 - SET MAG NL & FLASH FOR AT 0) r� >, + Qo N � . Q 00 -. 03/29/11 `� S.PIRATHIVIRAJ - z Pt 5001 + L N + - L C + 0 �` M Ln ,- T + w No. PLANS APPROVAL DATE � rn C71662 M Z . N: 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 M O I 0 -C J 0 I + L� N L M c A-09-005 EXP, The State of California or its officers or agents 12/31/13 SETS REBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS 9 +v +_ I c0 J 8" shall not be responsible for the accuracy orCIVIL 1 00 +/- W LY OF CHERRY cn °° cn � _ p U p _ I completeness teness of scanned copies of this plan sheet. F of Foy CALL Pt. 5002 "C" Line 1) (4-U) Q N: 1846574.454 E: 6716783.325 Elevation: 1027.134 i SANBAG SET REBAR W/"AECP LS 4430" PLUG 30'+/- S'LY OF RAILS, 31+00 32+00 33+00 34+00 1 1 70 W 3RD STREET 300'+/- E'LY OF CHERRY SAN BERNARDINO, CA 9241 0 I I I EARTH MECHANICS, INC. 6' Q0 1 17660 NEWHOPE STREET, SUITE E NOTES: I CI + I FOUNTAIN VALLEY CA 92708 _ 0 00 0 0 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual (June 2007) . E 0 M 1�I (2) 2.4" samples were taken using a California Modified Sampler. °D A-09-004 +1 (3) An automatic trip hammer system consisting of a hammer weight of Q, 0 140 lbs fal I ing a distance of 30" was used to advance the drive sampler. �° PLAN �1I +7 (4) Conversion factor from 2.4" Mod i f i ed Cal i forn i a Ring Sampler b I owcounts 1 " = 40' + to Standard Penetration Test ( SPT) b I owcounts is 0.5. C M J Q "C" Line " "' A-09-005 STA. 31+88±9 87RT± +1 050 EI. +1050.0 ft 8 +1 050 Bulk 1 M): SILTY SAND with GRAVEL (Svery dense, olive moist, little fine GRAVEL, mostly coarse to fine SAND, I i tt I e fines, nonplastic, weak cementation 47 1 .4 2 +1040- 16412.41 3 .. ° OM UW CR ecomesense +1040 Bulk 1 4 68 1 .4 5 M Poorlygraded SAND with SILT and GRAVEL (SP -SM): very dense, olive, dry, Little 50/6 2.4 6 M UW coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, +1030 A-09-004 60 1.4 7 ��� M weak cementation +1030 EI. +1025.4 ft 8.. 1 , SILTY Slittle fine GRAVELmostly8 , 15612.41 SILTY SAND (SM): dense, dark o I i ve-brown, fine GRAVEL, mostly coarse to dry, few coarse to fine SAND, little fines, nonpIastic, wea,k cementation fine I ttIe fines, nonplastic, weak cementat,on, +1020- 17 1 .4 2 ,:`. OM CR Poorlygraded coars}o fine SAND with SILT and GRAVEL (SP -SM): medium dense of ive-brown dry,little GRAVEL mostly coarse to fine SAND trace fines nonplastic, cementation 35 1 .4 9 , ; OM Poorly graded SAND with SILT and GRAVEL (SP-SM):,dense, olive, dry, little coarse to +1 020 9 9 9 p 9 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation 31 2.4 3 OM UW PA DS Poorly graded SAND with SILT (SP -SM): medium dense, olive -brown, moist, 5% fine GRAVEL,152/6"12.4110 . OM UW Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to Bulk 4 90/ coarse to fine SAND, 5/ fines, nonplastic, weak cementation ; fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation +1010- 45 1 .4 5 73 2.4 6 UW Poorly graded coarse to fine SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, I ittle GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak 45 1 .4 11 _`.:; OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive, dry, I i tt I e +1 01 0 r� F_ + �-- 41 1.4 7 60 2.4 8 ; ` ::: ° -: UW PA Poorly y graded most I coarse SAND with GRAVEL (SP ): dense, o I i ve-gray, dry, I i tt I e coarse to fine GRAVEL, to fine SAND, trace fines, nonp I ast i c, weak cementation REF /6 2.4 12 OM UW coarse to fine GRAVEL, mostly coarse to weak cementation becomes moist fine SAND, trace fines, nonpIastic, rr1 < D :b y ; z- .: becomes very dense 0 +1000 56 1 .4 9 0.- X.- OM Poorly graded 39% coarse to GRAVEL with SAND (GP): dense olive -gray, dry 57% coarse to fine GRAVEL fine SAND, 4% fines, non weak cementation 26 1 .4 13 :;. OM i YSAND, tt)I e df bweak' few. onne GRAVEL, mostly y coarse to +1000 o plastic, fine Ii fines, nonplastic, 9 9 cementat > LU 50/6 2.4 10 OM UW DS Poorly graded coarse to fine SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak cementation REF /6 2.4 14 ` ; OM UW Poor I y radgd SAND with SILT and GRAVEL ($P -SM): very dens@, olive , moist,, I i tt I e Jcoarse fio fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, LU+990 52 1.4 11 OM becomes moist150/6"11.4 15 OM weak cementation +990 REF/6 2.4 12 :OM UW Terminated at El. 989.0 ft Dr i I led on 9/21/2009 +980- 20 1.4 13 : OM SILTY SAND (SM): medium dense, o I i ve-brown, moist, few fine GRAVEL, mostly coarse to fine Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +980 SAND, little fines, nonplastic, weak cementation 15412.41 14HOM UW CLAYEY SAND (SC): dense, o I i ve-brown, moist, mostly coarse to f i ne SAND, I i tt I e f i nes, low plasticity, weak cementation + Terminated at El. 973.9 ft +970 Drilled on 9/22/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +960 +960 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "C" Line 30+00 31+00 32+00 33+00 34+00 35+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE FOR THE OF CALIFORNIA S. Pirathiviraj BRIDGE No. 54-1292 CHERRY AVENUE OC (REPLACE) DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 09/22/09 DEPARTMENT OF TRANSPORTATION 13.2 I- O G O F T E S T B 0 R I N G S 2 O F 5 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 I I I I I 1 2 3 UNIT: 2232 DISREGARD PRINTS BEARING PROJECT NUMBER & PHASE: 08000007441 EARLIER REVISION DATES CM1 REVISION DATES SHEET OF 03/ 10 07/ 10 10/ 10 Oi/ 11 02/01/12 45 48 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w Q EO 0 LU 0 0 - LU a 0 LU I r REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A I tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring f i nger 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 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The Note: Size in inches. Top Hole E l . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0025 < 0.25 < 0012 Easily penetrated several inches plastic limit. by fist Soft 0025 to 0050 0025 to 0050 0012 to 0025 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0050 to 1.0 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The thread High thumb with moderate effort formed without crumbling when drier than ReadiIy indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 400 > 4.0 > 200 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. Date ensured drop or as noted) P ° 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: n9/1 F�/n9 tn n9/%%/n9 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 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 So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 521 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11u 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 %%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 (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. 54-1292 POST MILES 13.2 CONE PENETRATION TEST (CPT) SOUNDING w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 n, LU CHERRY AVENUE OC (REPLACE)Cn LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 TEST BORINGS 3 OF 5 LLJ Q REVISION DATES SHEET OF z 10 o,7i 10 1oi 10 0v >> 02/01/12 1 1 1 1 1 1 46 1 48 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 PLASTICITY OF FINE-GRAINED SOILS Description Criteria Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit o Medium The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic Iimito The thread High can be rero I I ed several times after reaching the plastic Iimito The lump can be formed without crumbling when drier than the plastic limit. F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° 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: n9/1 F�/n9 tn n9/%%/n9 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 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 So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 521 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11u 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 %%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 (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. 54-1292 POST MILES 13.2 CONE PENETRATION TEST (CPT) SOUNDING w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 n, LU CHERRY AVENUE OC (REPLACE)Cn LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 TEST BORINGS 3 OF 5 LLJ Q REVISION DATES SHEET OF z 10 o,7i 10 1oi 10 0v >> 02/01/12 1 1 1 1 1 1 46 1 48 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 1,07IX110101�elO Oi I 11 GRAVELLY lean CLAY 0 ° ° Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® We I I - raded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 0 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL '9A ML SANDY SILT a 00 o Poorlyy ggraded GRAVEL with CLAY (or 'SOYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o ° � SILTY, CLAYEY GRAVEL ORGANIC 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: n9/1 F�/n9 tn n9/22/n9 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 So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 522 624 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 SHEET 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 OC (REPLACEWY. LU 54-1292 POST MILES LOG OF TEST BORINGS 4 OF 5 13e2 LU Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z LU� EARLIER REVISION DATES � 10 03/ 1,07IX110101�elO Oi I 11 02/01 /12 4 7 48 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 A( ,i,,�rt C+IH 6r�gy� P,%to7�f�1�•� t/u/�� �1 �� P, le O�S�4Sr,ys ..— o • J sem. ,�a`yb.?� %ode -°,r'1%' t w Z 1 4,Ar, V4 Sn*/ H. d1a-Irn pf! /a-". V Ul44bI 1 R . ' w — JA 1l 1:I /'V 1{s IV I +�YsrrYtrocr er �1iaw i 1 4611 OW4 �f'b; oo �+P� 'd rr arr�e►s�rr7yt, irx Q rim's rZ r/� V. stet0 4r,4 W101 4 64 AP t 0,yz- 7,I t4 ve, ��,°,�,";� aTr�tt rrn, s,p 5;i::` anger ia1.r. rmavcFar n ' ::' � . #VI �F►1 ' �► .T rr� r +1s*e 1-08 - (T) Unit CAI.. Aft Ara jW 44. prI AIFW JKo� JMrAO Awso ...e ti i1/� ahr►e1�1, Ge ra I +�YsrrYtrocr er �1iaw i 1 4611 OW4 �f'b; oo �+P� 'd rr arr�e►s�rr7yt, irx Q rim's rZ r/� V. stet0 4r,4 W101 4 64 AP t 0,yz- 7,I t4 ve, ��,°,�,";� aTr�tt rrn, s,p 5;i::` anger ia1.r. rmavcFar n ' ::' � . #VI �F►1 ' �► .T rr� r +1s*e 7 CAI.. Aft Ara jW 44. prI P.5, Cr a+wr► 5Yyre 044r1 0.551 !t"!P SII s�q+ •��- a r� �•r• .. � R.r�1 r5i1•.51a <NM INHi55 -LMI MSI 0{i1 PST{ AI+w•f4..��.(—_ • -r i �, _��. 3R - J" - - DIVISION OF ENGINEERING SER 1ICES - GEOTECHNICAL SERVICES As -Built Log of Test Borings sheet is c nsidered an informational document only. As such the State of California re ation seal with signature, license number and registration certificate expiratI n date confirm that this is a true and accurate copy of the original docume This drawing is available and presented only for the convenience of any bid contractor or other interested party. DIST. COUNTY ROUTE P MILES -TOTAL PROJECT Noe Shee� ' 08 SBd 10 12.3/14.1 523 624 4 02/01/12 AS BUILT PLANS REGISTERED CIVIL ENGINEER DATE CHERRY AVENUE OC (REPLACE) LOG OF TEST BORINGS 5 OF 5 NOTE: A COPY OF THIS LOG OF TEST BORINGS IS AVAILABLE AT OFFICE OF STRUCTURE MAINTENANCE UNIT: 2232 AND INVESTIGATIONS, SACRAMENTO, CALIFORNIA PROJECT NUMBER &PHASE: 08000007441 BRIDGE No.Sheet - of ' 9A C. PHII T 54-1292, 48 48 2 1�.�•�'1i1 r r. 4o•aa C F� ' �k�•>F JLs� r� �8.a NO CORRECTIONS BY r Q ROF E S S ��Ol�ITR�4CT ��,.�� �V�.I6 �I e� viz., Lr-,Yf7'�I a �.-�r-,-- W •- S. PIRATHIVIRAJ z C3 m No. C71662 i w i lo' +F,n 4 .o� 6o t, f2/31 /13 lrre/�T4d7�Pi�� � _ rf ,7`1T` P•`�e xP' 40 s�. CIVIL P T - a C l . 9TF OF CAL IFO��� .0 I W I i h ka I — Ilk fi � � '�- ` , Sro&r� Alas t1ury Art. ; /O - ' ( Z pAre rip .�I/!%1' �r �'+�7J�JOi�C1': ;i. '� � , M� � a i"rt ..ti...•. er !i ti�� �+r: ` • � 1� r � .4. :E�t. t �' ^' `e.. �T, O/V' �/ •Dti X se's >. t 5 t -^'r _,-,. }'��" s 76va Aeer „�er•,+Fi! F - �. t 4 t,�,r' '; ^ •, . �ai� .1' •y ._ /.i Cif ,.•_ j' J �•+.Y t'1 • .� {rR ` .Y' --r_ t a1� �• ti ��" r � S '�. J1w _ f'' 1 S '�' .r . 1 t2:ti f� l0 IC F1Gft t ` i ►•w , _f" / f� \. t � '{.}_. t - 1'. !rte •• • ••�+ 1G � � [t;.. 1 i' Lr... •-,.... ���. 1 to C � �d ' "�3 s 1i r:� ,r� i "�' r:� -� ;■ �` S\'L� �� � Uh �..,•, �_ t '.��.... � { SN d�3�/FLy ,, �,�ar;` t• ,,,�:'it.'�;��I����!��=,r�33^ .. � ,�.� t. iSS••1 44� .r i I 11 , \ ri;'' +. r•i 1111 IRA rL. •� �!! �l• WE7lr I li194L JAft POC� � �r7Kdl+ i�� ' III I !1 � � 1■ SZd�tf�� �'�d,lbll�v ! .. .I. t 1 7 1 " I � �v�ar �r7�Pt �J�•{�C� ' I F i i I I X77 CLASS R I IF T AY STAN �' ISE LIM..Cr GF EACkTM MILT IR.IAL'S �_ B [ ID F D 0 st I N d D E Ft A T 1 o N 0 � �LIw � wNr s�11Mli DiA&q" a�yl"s TRI FIs FOIN; E5TIMWITr% W SILTY Ck AY oR ��,�8F RRr1K RtISML 171iTRdAI{'TIQ1111 USI) tlli M}ET[R-� itAVEL �, �. CLAYtY SILT ; +� liRINA'I'IOtZ OF GLASS NAt.lES.i _ AIM C-41&L.VNMI; ar V WWj ,t WX �� � •� B-rA%S B / 2 CLAY RII:AT alp �b Hole El. Tv Hole R. -1 •m�1" iF GRAVEL 4 PRESENT ilk ADFIUI:C1AdLE . `+�' A1+18ttirOTS THE TERK'PGRAVIELLI W14Y $AiVp � '�RG�+uNlt jWAT Ti!°Yt ®�� t3$*M%!11 cbrM,Y� ..•►4r 44VAOI+ CAM;V driVen #J i,;,, or MQA& �uhed C. w I. JA Wooms pM^ fOOt _ IVM OF .�Tplor Or A r,dl { Oirr -�, I1(!; ADDED TO THE CLIW'S AlI�ME V12", 'i,i 's RaTABtY doltlMa (w�Y) fig _-...../t� h.rrt� a.►tir i3Jarrlr ++�+g/�• / � � r �t �+.�' i�P4� � f1%l' � Cvl11" No Cnuni• � TP �R+{1vitl-r~Y s,"►flt]. YUdR. TERIrtS f�rG.d 5 e LT W 1w ILL MATERUA4L .�sr1+�r r�ilh i IW .2 540 f6 •!i !4A►+a�uns IV /i t'hri all 'Vff rscC! r &001 61Y (`L •COAUE, "MCWUMr AND "FtNE SAuowt dDRIG� pity # r+P�1*n oil' ��lor'�r't1��.]{ ' !, arualtdjtion lest f'� ,� r drop orasnoAb� (Winq a M2. rr 3,t 'rn41^rJ ry/ aP.0—ho'c r•e r f f ' � t ' 1 990 �! I BJ � r1 ��� I •., - 1 /3Q ' X� +�4L..�+ pd � J�� Tcyc .P.P. Sr►iX� ti � ► � j cw w1�dt/r sawltids .draffor,.. � ; C/or a 102.1 sipMI a' -970 I C ' NOTES Sp@CjfiWtkM and to t6Spedal Fronbkm accompcmyIng this ^� of pig+ , Claulliealtion of earth mawai as shown on v_- +ei is bGs*d Won 60d kapedkn and is not to be oansh• *J to Imply mechankal onalyai: ■'TATN Cie C._' .1r XktA 121rAXTMCAV C+ .•u111-rq wOaR• 81 V lrkaltl OF M d MNAT* WHEN e}56D TO 13M SCIt1BE aAMJD� CLAY ® �aN�QW' i�, jNl tAtev>tirrrd�r�orTa��+'g Q■#,I .r. nre,lrrcrrsy�-Tory �, Qf dri+�ifrg rvlr , r51b1 rte{+4 �`. 6 Y£ 9 L SILT AND ORA�IIL �t:FEt� TD ,� �� r+lrr hrrrl,Trer p� ► � �� STANDA1WD GRAp� dlt�!! SANDY CLAY OR Un� ET ��i11HG Ru�Md pry � ` i5�r4►nkw irk+* r M�r`�1M6LI1d maltrrial s:hrrr� a- as noARd� Yirsa dll,roar•� ' Eqt^QJ od rnrAP v; J c'Awre _ro CLAIPCY ,gAf1C � .SEDIN1�11T/IRY Rock .s�...,afr•>: rr, Avtersylf .rA•,n aro f ...__ L I M I T� . ti j Colts 1148liiil 9W f'�f r fi-rc t ran kin �1++r .r 6rr,J s D II+ Y ML .T 1T Vncon& rr&6r4 nw.Anru/ n� .� r i rndAL "f- IrMI TES' 10V 4r �AN� .$MLT fit P --t OaAl�dcvirlgMU AYW } LOG OF TE.' M BORINGS 30SILTY SAfiO MIST IAMPHIc ROCK I TraT PIT w GrA1.E Hoeiz. /' APO. - eglrcEHrAass .r�OiL Tilde PSN TRaTION BORI�g, SCALE �rA J+ fOr f]IIIPGE.g' ,^, j - . DRAWIFiG L ^5 4 8 Q - 10 • PRf.I. DR �LrEf. !.1' P.A-I I -A ' I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE (II OP THE AI3OX 70C[ICENT TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DA'Z'E Its SACRIIML:NT0• CAI,IKI?NIA PURSUANT TO AUTHORIZATION BY THE DIRECTO� Df P,UBLTC: W4)RKS. r�SIGNATU12I'.' ;: , ,4 I l { { •1 '!'TYLE �I'-I- ,� , l . .' .•�. t i _ 7 • =y rlh�'RI • Xf- f L'C Is` $ 1 bra 109/66is rmavcFar n ' ::' � . #VI �F►1 ' �► .T rr� r I itsI&tJAW/31' • j`yi FI!'l'Illlrlyd Aft Ara jW 44. prI AIFW JKo� JMrAO Awso ...e ti i1/� ahr►e1�1, Ge ra It R dila► AWe l I -- - —7 -R 1 7 1 " I � �v�ar �r7�Pt �J�•{�C� ' I F i i I I X77 CLASS R I IF T AY STAN �' ISE LIM..Cr GF EACkTM MILT IR.IAL'S �_ B [ ID F D 0 st I N d D E Ft A T 1 o N 0 � �LIw � wNr s�11Mli DiA&q" a�yl"s TRI FIs FOIN; E5TIMWITr% W SILTY Ck AY oR ��,�8F RRr1K RtISML 171iTRdAI{'TIQ1111 USI) tlli M}ET[R-� itAVEL �, �. CLAYtY SILT ; +� liRINA'I'IOtZ OF GLASS NAt.lES.i _ AIM C-41&L.VNMI; ar V WWj ,t WX �� � •� B-rA%S B / 2 CLAY RII:AT alp �b Hole El. Tv Hole R. -1 •m�1" iF GRAVEL 4 PRESENT ilk ADFIUI:C1AdLE . `+�' A1+18ttirOTS THE TERK'PGRAVIELLI W14Y $AiVp � '�RG�+uNlt jWAT Ti!°Yt ®�� t3$*M%!11 cbrM,Y� ..•►4r 44VAOI+ CAM;V driVen #J i,;,, or MQA& �uhed C. w I. JA Wooms pM^ fOOt _ IVM OF .�Tplor Or A r,dl { Oirr -�, I1(!; ADDED TO THE CLIW'S AlI�ME V12", 'i,i 's RaTABtY doltlMa (w�Y) fig _-...../t� h.rrt� a.►tir i3Jarrlr ++�+g/�• / � � r �t �+.�' i�P4� � f1%l' � Cvl11" No Cnuni• � TP �R+{1vitl-r~Y s,"►flt]. YUdR. TERIrtS f�rG.d 5 e LT W 1w ILL MATERUA4L .�sr1+�r r�ilh i IW .2 540 f6 •!i !4A►+a�uns IV /i t'hri all 'Vff rscC! r &001 61Y (`L •COAUE, "MCWUMr AND "FtNE SAuowt dDRIG� pity # r+P�1*n oil' ��lor'�r't1��.]{ ' !, arualtdjtion lest f'� ,� r drop orasnoAb� (Winq a M2. rr 3,t 'rn41^rJ ry/ aP.0—ho'c r•e r f f ' � t ' 1 990 �! I BJ � r1 ��� I •., - 1 /3Q ' X� +�4L..�+ pd � J�� Tcyc .P.P. Sr►iX� ti � ► � j cw w1�dt/r sawltids .draffor,.. � ; C/or a 102.1 sipMI a' -970 I C ' NOTES Sp@CjfiWtkM and to t6Spedal Fronbkm accompcmyIng this ^� of pig+ , Claulliealtion of earth mawai as shown on v_- +ei is bGs*d Won 60d kapedkn and is not to be oansh• *J to Imply mechankal onalyai: ■'TATN Cie C._' .1r XktA 121rAXTMCAV C+ .•u111-rq wOaR• 81 V lrkaltl OF M d MNAT* WHEN e}56D TO 13M SCIt1BE aAMJD� CLAY ® �aN�QW' i�, jNl tAtev>tirrrd�r�orTa��+'g Q■#,I .r. nre,lrrcrrsy�-Tory �, Qf dri+�ifrg rvlr , r51b1 rte{+4 �`. 6 Y£ 9 L SILT AND ORA�IIL �t:FEt� TD ,� �� r+lrr hrrrl,Trer p� ► � �� STANDA1WD GRAp� dlt�!! SANDY CLAY OR Un� ET ��i11HG Ru�Md pry � ` i5�r4►nkw irk+* r M�r`�1M6LI1d maltrrial s:hrrr� a- as noARd� Yirsa dll,roar•� ' Eqt^QJ od rnrAP v; J c'Awre _ro CLAIPCY ,gAf1C � .SEDIN1�11T/IRY Rock .s�...,afr•>: rr, Avtersylf .rA•,n aro f ...__ L I M I T� . ti j Colts 1148liiil 9W f'�f r fi-rc t ran kin �1++r .r 6rr,J s D II+ Y ML .T 1T Vncon& rr&6r4 nw.Anru/ n� .� r i rndAL "f- IrMI TES' 10V 4r �AN� .$MLT fit P --t OaAl�dcvirlgMU AYW } LOG OF TE.' M BORINGS 30SILTY SAfiO MIST IAMPHIc ROCK I TraT PIT w GrA1.E Hoeiz. /' APO. - eglrcEHrAass .r�OiL Tilde PSN TRaTION BORI�g, SCALE �rA J+ fOr f]IIIPGE.g' ,^, j - . DRAWIFiG L ^5 4 8 Q - 10 • PRf.I. DR �LrEf. !.1' P.A-I I -A ' I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE (II OP THE AI3OX 70C[ICENT TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DA'Z'E Its SACRIIML:NT0• CAI,IKI?NIA PURSUANT TO AUTHORIZATION BY THE DIRECTO� Df P,UBLTC: W4)RKS. r�SIGNATU12I'.' ;: , ,4 I l { { •1 '!'TYLE �I'-I- ,� , l . .' .•�. t i _ 7