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Home My WebLink About5109 Retaining Wall 690ECherry Avenue OC 74.�'-8" Datum E I ev 1010.00 F=====_______ FG 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 17+00 STANDARD PLANS (DATED MAY 2006) A10A 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 NO. BACKFILL BRIDGE SURCHARGE AND WALL RSP A76A CONCRETE BARRIER TYPE 60 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 1 H=4' THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B3-9 RETAINING WALL DETAILS No. 2 B1 1 -47 CABLE RAILING B11-56 CONCRETE BARRIER TYPE 736 PLAN SYMBOLS Section Ident i f i cation Standard Plain (May 2006) Sheet No. Deta i I No EC Sta 10+49045 "RW690E" LOL Sta 695+67.03 "R5" Line 33059 RT BC Sta 10+40002 "RW690E" LOL= Sta 695+57.90 "R5" Line 35058 RT N88021 '1 9''E Cherry Avenue OC Abut 1 --- -------1 0+00 Begin Wa I I ----------- --° Sta 10+00.00 "RW690E" LOL= Sta 695+17.89 R5 Line 34062 RT 695+00 S64025/54E DEVELOPED ELEVATION (MIRRORED) 1 "=4 0'- 0" INDEX TO RETAINING WALL PLANS SHEET NO. 20 30 40 50 60 70 80 90 100 110 120 130 140 150 TITLE GENERAL PLAN R 0 RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 RETAINING WALL PLAN NO. 5 ARCHITECTUAL DETAILS NO. 1 ARCHITECTUAL DETAILS NO. 2 ARCHITECTUAL DETAILS NO. 3 ARCHITECTUAL DETAILS NO. 4 MISCELLANEOUS DETAILS NUMBER & PHASE: 08000007441 LOG OF TEST BORINGS NO. 1 OF 4 LOG OF TEST BORINGS NO. 2 OF 4 LOG OF TEST BORINGS NO. 3 OF 4 LOG OF TEST BORINGS NO. 4 OF 4 CURVE DATA No. R 0 T L O 20000 27000'54" 4080 9043 O2 20000 26°2653" 4070 9023 3O 4935000 03°11'03" 137029 274050 ® 7994052 00007'31" 8074 17047 O5 8000000 01012/34 11 84044 168.88 BC Sta 10+55059 "RW690E" LOL= Sta 695+72.55 R5 Line 30091 RT PRC Sta 10+64.82 ''RW690E" LOL ' Sta 695+81 .48 "R5" Line 28091 RT _0 11+00 1 2+no �� Top of s,l ope , 4 01 orA flatter attYerA yo "RW690E" LOL 13+00 Toe of slop RW LOL� Top of Architectural Wa I I treatment l\ Concrete Barrier = Type 60D, see U c ''ROAD PLANS" `L C) U > o - FG rB1-56 Concrete Barrier Type 736A End Wa I 1 Roadway section, see "ROAD PLANS" Weep ho I e and BO -3 pervious 3-1 backf i ---1 Retaining Wa I I Type 1 B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 17+26.21 to Sta 17+43.69 "RW690E" LOL Note: For Typical Section from Sta 17+10.81 to Sta 17+26.21 "RW690E" LOL, see "MISCELLANEOUS DETAILS" sheet EC Sta 13+39033 "RW690E'' LOL= Sta 698+55091 R5 Line 24.20 RT 14+00 S87041/34E 15+00 N89° 43'49''E 696+00 697+00 698+00 699+00 700+00 End Wa I I = EC Sta 17+43.69 "RW690E" LOL= Sta 702+60.00 "R5" Line 5048 RT BC Sta 17+26.21 "RW690E" LOL= Sta 702+42051 R5 Line 5048 RT "R5" Line BC Sta 700+96078 "R5" Line PLAN 1 11 =40/-011 BY DESIGN Tim Fuller DESIGN OVERSIGHT DETAILS BY Yihong Wan QUANTITIES BY SIGN OFF DATE Tim Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) 16+00 � 17+00 701+00 702+00 EC Sta 702+65066 "R5" Line CHECKED Pete Smith COUNTY ROUTE PREPARED FOR THE SHEET TOTAL 1,615 BY LAYOUT CHECKED STATE OF CALIFORNIA Brett Makley CHECKED Pete Smith Y i hong Wang BY SPECIFICATIONS Jim Rucker Tim Ful ler PLANS AND SPECS COMPARED Jeremy LaHaye DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CHECKED Carol i na Lopez -Toro l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� ORIGINAL SCALE IN INCHES UNIT: 2232 Z 03/29/11 No. C66397 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 ST P shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG FILE _> REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL 1,615 CY 2,473 TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 587 624 D ' LF l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Fc / 0 Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL ST P shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Cable Rai I i ng (B11-47 For Arad i ng, RW LOL see 'ROAD PLANS" Top of Wa I I FG \atter or f qo Arch i tectura I treatment B3-9 Retaining wall gutter _ Weep hole and c Concrete Barrier pervious � Type 60D, see backf i I I BO -3 L ROAD PLANS 3-1 > (D o c Retaining Wall FG Type 1 B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 10+00000 to Sta 17+10081 "RW690E" LOL QUANTITIES STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) STRUCTURAL CONCRETE, RETAINING WALL ARCHITECTURAL TREATMENT (TYPE B) ARCHITECTURAL TREATMENT (TYPE C) BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE MINOR CONCRETE (GUTTER) �- CABLE RAILING CONCRETE BARRIER (TYPE 736A) BRIDGE NO. 54EO1 01 POST MILES 13.2 6,490 CY 4,653 CY 398 CY 1,615 CY 2,473 SF 89091 SF 2159155 LB 1 5,1130 SF 24 CY 711 LF 33 LF RETAINING WALL 6 9 0 E CONTRACT NO.: 08-468004 GENERAL PLAN DISREGARD PRINTS BEARING REVISION DATES SHEET EARLIER REVISION DATES so 10/ 10 01//11 02/01/12 07/ i' l-. - r - � i A % — n i' Cherry Avenue OC Abut 1 footing ------------------- -----� 10+00 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Begin Wal Sta 10+& 1055 DEVELOPED ELEVATION (MIRRORED) 3-1 I/811=1 /_0il Top of slope DESIGN DETAILS QUANTITIES "RW690E" LOL 1035 RW footing, Typ 1040 11+00 Toe of slope 4 -.1 or f I atter PLAN I/8..=1 /_0.. BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION T i m Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 -47 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 588 624 D l ' 02/01/12 FZOFESSIO RE(GIST)ERED CIVIL ENGINEER DATE �o `? Nq� Brett Makley Z w C66397 m 03/29/11 PLANS APPROVAL DATE cr_ No. The State of California or its officers or agents it Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet, ST TF OF CAL'<Fo��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2/ -oil Typ LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to (A6213 LEGEND Structure Excavation (Retaining Wall) Structure Backf i (Retaining Wall) BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. 1 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 111111- 10/ 10 0,1/a/11 02/01/12 07/ /10 1 2 15 w V) I I W Q I I I I— A n i /SII n A/ /SII A n i /1II A n i /SII n A/ /1II n om/ r,II N DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 0 0 Ln Ln + N C J � I — U I 1 050 Top of slope 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) %8••=1 ,_0.. 1045 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 589 624 D l ' 02/01/12 �OFESSIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, TF of CALW)\\ P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 60D, see ''ROAD PLANS'' BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. 2 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 3 15 w In kR I I w Q n M PLAN I/811=1 ,_0.. DESIGN BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF C Brett Makley DETAILS BY Y i hong Wang Pete Smith CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 589 624 D l ' 02/01/12 �OFESSIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, TF of CALW)\\ P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 60D, see ''ROAD PLANS'' BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. 2 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 3 15 w In kR I I w Q n M I I I I — A n/ /\ I I it n/ /N I I it n/ /1 I I A C) / /1 1 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) U U I U I I I C I C V I U I V u V V I I 14+00 4-'1 or flatter DEVELOPED ELEVATION (MIRRORED) "RW690E" LOL of slope DESIGN DETAILS QUANTITIES /8=1 /_0.. 1035 Top of s I ope O O RW footing, Typ PLAN COUNTY ROUTE POST MILES /_0.. 8- TOTAL BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE SHEETS 08 SBd CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carol i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER BY T i m Fuller ORIGINAL SCALE IN INCHES Brett Makley UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 PLANS APPROVAL DATE FILE => $REQUEST J DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 590 624 D ' l 02/01/12 �pFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq<' Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or Sq 1%v - T TF completeness OF CALIF00P completeness of electronic copies of this plan sheet, SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10� 10 1 01/ /11 02/01/12 1 07/ /10 4 II I I — An/ n11 An/ /N 11 1 in/—n'' L I N.. V I \./ L I o I I Datum E I ev 1010.00 15+00 16+00 I 1035 N1I Z DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 15+00 4: 1 P/r- I f 1 atter DEVELOPED ELEVATION (MIRRORED) 'IRW690E'I LOL a I I I I Top, of slope `Top of, slope I/OII=1 ,_011 1030 RW footing, Typ 16+00 ko O PLAN- 1/8 LAN I/811=1 /—o11 DESIGN BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE Brett Makley DETAILS BY Y i hong Wang CHECKED Pete Smith STATE OF CPROJECT ENGINEER QUANTITIES BY T i m Fuller CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 591 624 D ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q N4 Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. V I L CIVIL S 1 shall not be responsible for the accuracy or q T TF completeness of electronic copies of this plan sheet, OF CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 111111- 10� 10 01/ /11 02/01/12 1 07/ /10 5 I I I I . 1 -1 nrN/ /NII AP'/ /\11 7n/ .1 nl/ II 7L DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) V V V I I V I V I V L J V, I I `J 75 Type 60D, see ��ROAD PLANS" Datum E I ev 1010.00 17+00 DEVELOPED ELEVATION (MIRRORED) i1 031 RW footing, Typ 1 4 I i 1 4 %8••=1 /_0.. 1 030 ----- Begin modified Type 1 wa I I Sta 17+10081 RW690E LOL ''RW690E'' LOL DESIGN DETAILS QUANTITIES 1 7+nn PLAN— V8 11=1 /-oil End mod i f i ed Type 1 wa I Sta 17+26.21 RW690E LOL End Wa Sta 17+4T_. Note: For modified Type 1 wa I I details, see ''MISCELLANEOUS DETAILS" sheet BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE POST MILES SHEET TOTAL CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carol i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER BY T i m Fuller ORIGINAL SCALE IN INCHES D ' UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 Brett Makley Z 03/29/11 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 592 624 D ' l 02/01/12 �pFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq<' Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. V I L CIVIL S 1 shall not be responsible for the accuracy or q T TF completeness of electronic copies of this plan sheet, OF CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10� 10 1 01/ /11 02/01/12 1 0 y/DTA0 6 C he ry Avenue OC Limits of payment for Prepare and Stain Concrete 112'-10'' Limits of payment for Architectural Treatment (Type B) (Measured along ''RW690E'' LOL) 590'-0'' Limits of payment for Architectural Treatment (Type C) • �• -ffel rows• • •• to • •• Abutment Match groove lines to mer,)t 11+00 12+00 13+00 14+00 15+00 16+00 ARCHITECTURAL TREATMENT KEYMAP DEVELOPED ELEVATION (MIRRORED) 1 11=30'-0•• Custom A Motif A Motif B 112' -loll 17+00 Motif A DIST COUNTY ROUTE POST MILES SHEET TOTAL CHECKED STATE OF C Brett TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 593 624 D ' UNIT: l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE => $REQUEST The State of California or its officers or agents Exp. CIVIL S P shall not be responsible for the accuracy or q TF completeness of electronic copies of this plan sheet. OF CA FO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 10+00 Motif A Mnt i f R 11+00 DEVELOPED ELEVATION (MIRRORED) Mnt i f r 1 "=1 0/-o 11 Motif A Motif R 12+00 Mnt i f A Mnt i f R Barrier ), see "ROAD PLANS" O O O Ln + CV (U C C- 0 4 - i i v i Datum E I ev 1010.00 I 13+00 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DEVELOPED ELEVATION (MIRRORED) DESIGN DETAILS QUANTITIES 1 "=1 0'- 0" Concrete Barrier Type 60D, see ''ROAD PLANS' 14+00 NOTES: 15+00 1 o For "MOTIF ELEVATION", see "ARCHITECTUAL DETAILS NO. 3" sheet. 20 For ''SECTION A -A'', ''SECTION B -B'' AND ''SECTION C -C'', see "ARCHITECTUAL DETAILS NO. 4" sheet. 3. For "DETAIL 2", see "ARCHITECTUAL DETAILS NO. 4" sheet. BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF C Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Carol i na Lopez -Toro DEPARTMENT OF TRANSPORTATION ENGINEER BY Tim Fuller ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54E0101 RETAINING POST MILES 1302 ARCHITECTUAL CONTRACT NO.: 08-468004 WALL 690E DETAILS NO. 1 REVISION DATES I SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES 110/O 10 01/ /11 02/01/12 07//10 7 OF 15 i� w Q 0 I I 0 w 0 o - W Q 0 n, w V) I I W Q Motif B Top revea Motif A Top of IN Abbreviated Motif B 35'-0" Motif A & B Insertion Point 3 Elev 1031 01 7 Fluted Fin Texture only 99' -oil Concrete Barrier Type 60D, see ''ROAD Pi wN '' Fluted Fin Texture, 0 TyP 0 0 0 0 ----- ---------------- AtN 07 R 1�� H 4 ------------- ----------------- -- ----- - ---------- -- ----- ----------------------------------------------------- --------- - 0 --------------------- I --- ------------ --------------------- ----------------------------------------0------------------------ c ----- FG U, 4- 0 i Datum E I ev 1010.00 1 5+00 16+00 17+00 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DEVELOPED ELEVATION (MIRRORED) DESIGN DETAILS QUANTITIES 1 "=1 0'-0II BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 594 624 D l ' 02/01/12 ES S10 RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL %V- completeness P completeness of electronic copies of this plan sheet, ST TF of CALIFO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES ARCHITECTUAL DETAILS NO. 2 13.2 OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 8 1 5 i� n, W V) I I W Q Motif A /_011 48 a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -0II 9 Typ = cn I I I I I I I I I I I I I I I I Grid Spacing sL I I I I I I I I CD I I I I I I I I A - r- - - - t - - - -_T - - ------ - - - - -- --------rt---------I-----r----r----7---------1-----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 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 Motif B 48/-011 3/-0" Typ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �, a _ (n I Grid Spacing ,� -° I I I I I I I I M .L I I I I I I I I 0 I I I I I I I I I I I I I I I I ---- ---- -----I---------- ---- ------------------------ ---- --------------�- q Insertion -- I I I I I I I I I I I I Point 3 I I I I I I I I I I I I I F T I I p I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I I --------- - --- ---------i-----�-- -- --- --- C Insertion -r ---- T ---- ---- ----- -----7----�- -- - ---- --- - --_1------- C I I I + + I + I + 1 I I I I I + I I I I I I Point 3 F I uted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION 3/611 11_1 /-011 dM • 11 Wi I I I I D I I I I I I I I I I I I I I I I I I I I 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------4---- ---1---------�--- -------1-----�----4- 4 ---- A-----1-----�-- 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 I I I I I I I I I I I 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----j-----1-----1-----L----L----1-----II-----I-----L----I --- 1----J-----1-----1--- ------- F I I I I l I I I I I I I Insertion Point 2 Fluted F i n Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-011 Match 3/-011, Typ 112/-1011 groove i nes to Grid Spacing r) c Abutment 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ~ ° I I I I I I I I I I I I I I I I I I I -� ---- - - --------------------- -------�--------------�--- ---- ----�- +---� - I I I + I I I i I I I I I -------p POST MILES TOTAL PROJECT 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 E 08 I I I I I I I I I I I I I I I I ' ----' ---- -------------------'' ----------------------------'''1 ' ---- 1-----'---- F F I uted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION 3/611 11_1 /-011 dM • 11 Wi I I I I D I I I I I I I I I I I I I I I I I I I I 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------4---- ---1---------�--- -------1-----�----4- 4 ---- A-----1-----�-- 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 I I I I I I I I I I I 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----j-----1-----1-----L----L----1-----II-----I-----L----I --- 1----J-----1-----1--- ------- F I I I I l I I I I I I I Insertion Point 2 Fluted F i n Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-011 Match 3/-011, Typ 112/-1011 groove i nes to Grid Spacing r) c Abutment 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ~ ° I COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 595 624 D 02/01 /12 RE IST RED CIVIL ENGINEER DATE QROFESSION�` Brett Makley Z a PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 U) ----1 o I I I I I I I I I I I I I I I I I I I M L 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------I---.21----'-----'-----1----------'----'---------------'-----=---- ----------'-----'---------- -----'-----'---------------'-----'---------------'-----'---- ----------'----------'----'-----'---------------=----'-- -- -q I I I I I I I I I 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----T--------------I-----r----T----7----,-----1---------r---- --- --------7----,-----I-----1-----T----T----�-- - - B +/-----r----r----T----,-----1-----r-------------1-----I- I----- I I T T I I I I I I I I 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---------+----t----1---------------f-----t--------------I-----i-----t-------------I-----F----+--------1--------------t----t----1----------F----t----t----1-----I---------- - --- t - - - - - -- - - - - - -- C + 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 - 1 - +1 - --1- --- ---- ----�-- I I I I I -- - - - -- - - -- ---- ---- ----1----- ----+---- ---- I -----1----- I ----4-----4-----4-----1----- I I ----4-----4---- I I -4-----1---------4-----+-----4-----1-----1----- I � I I --------4-- I � I - - - - - -- p / I + I I + I I I I I I I I I I I I I + I+ I I I I I I I 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------�__ --J --- -----L -- L ----1----J-----1---- ---- ---- ---- ------ -- ----1----J----- -- - 1----1----J-----1-----L ---- L ---- 1----J ----- 1 ----- L ---- L----1 ---- J ----- I ----- I ----- L ----1----1----------- - ------- 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 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 -J____ --`__J y ---T - ---- -1----- ---- - --�- --�-- --------------1---- -i---1 --------- ---- ----1-----1----- ---- - -----+� ----- - ---- --- -----1-- ----------- ---------1----- ---- ---- - - - -�-- - - - - - --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 ------L-=�=y -- - ---1---- T ----7 ---T--- + I ,-----1---1-----T----T----�-----I-------T--- -- I --, ---I-----T-- --- -- ----T - I ---- I + ----1---- ----- I ----T----7- I I ------1J----1-----T---- I -- ------- G / / + + +/ I I+ I I 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 I I I I + I I -------I--- -r----t ---t--- 1-----I- -------t---------I-----I-----i----t---- ----1-----I-----r----t----t----1-----1--------- ----t---- -- ----- ----t---- --- + ----I----- - ----t----1-- ------- H / / / I I F 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 I 1 1 1 1 ---t—_L_/_ / I I I I I I I I I I I I I 1 1 I I I ---/--- ------I-----�---- + ----4-- ----------- - ---- ------------ -- ------ ----4-- - - - - - -- I i / /+ / / I I I 1I I I I I I 1 1 1 1 1 1 1 I 1 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 I 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/ / / --7-T --J±----I---- ----L----1----J-----1----------L----1----1----------I-----L----1----1----J-----1-----L----1----1----J-----1-----L-- -L----1----J-----1-----L----L----1----J-----I----------L- J / / + -------1-----r----T- ----, - - - - - - -------1-----1-----r----t----t----�-----------4 I I I I --- - t- - 7----,-----1-----F_ T---- T I -T -I-- ---I---------- t----�- - - - -I t---- -----I----------r----t----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 --------1-----1----- - - - - T ---------1-----1-----� ---- ---------1-----1-----� - - - - T---- -----1-----1----- _ I I I I I I I I I V Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH)(REV.7/16/10) CUSTOM A ELEVATION DESIGN DETAILS QUANTITIES 3/611=1 /_011 BY Tim Fuller BY Yihong Wan BY Tim Fuller Fluted Fin Texture, Typ CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 595 624 D 02/01 /12 RE IST RED CIVIL ENGINEER DATE QROFESSION�` Brett Makley Z 03/29/11� No. C66397rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 3,_011, Typ 1 2 Grid Spacing I I I I I I I Motif C 0, 24/-0'1 a'c � U ° 4 5 6 7 8 I I o I I I I I I I I M I I -----1-----'-----'---------- -- q - I 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 C 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 I I I -L---1----1----J-----1--- L- L----1-- ------- E I I I I I I �- Insertion Point 2 Fluted Fin Texture, Typ MOTIF C ELEVATION 3/611=1 /-011 NOTE: 1. Fluted Fin Texture not shown for clarity. LEGEND 1 - Indicates Vertical Grid Line - Ind i cates Hor i zonta I Grid L i ne - Indicates 311 raised relief BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES ARCHITECTUAL DETAILS NO. 3 13.2 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ 10 9 15 w ff� n I I 0 w O J a - w n, w V) I I W Q i FG nIAI i /"\i SECTION A -A DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) LEGEND - Indicates 3'' raised relief K1nTc C e 1 o Permissible location of weakened plane and expansion joints° 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. DESIGN DETAILS QUANTITIES SECTION B -B SECTION C -C % 11=1 /-oil xposed surface of ;rete barrier (where occurs). f ace of wa I I s ha I I extend to ter. Do not paint gutter. 1 " chamfer Typ QC BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE POST MILES SHEET TOTAL CHECKED STATE OF CALIFORNIA Brett Mak I ey BY Y i hong Wang Pete Smith CHECKED Caro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER BY Tim Fuller ORIGINAL SCALE IN INCHES 1 1 1 1 1 1 1 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 Brett Makley Z 03/29/11 FILE => $REQUEST DETAIL 1 1 1/211=1 /-oil I LOL Wa 1 Reinf DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 596 624 D ' l 02/01/12 FZOFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL ST P shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet. OF CALZF(flz SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1/4'' chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" C Fluted Fin valley, Note 1 SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) 3" = 1 /- 0" � Fluted 1 1/2" 9 Typ =N ,0 Fin va I ley, 4 Note 1 RW LOL ----- -- ---- - 1 1/2 9 Typ F Wall Reinf SECTION D -D 3" = 1 /-0" BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES ARCHITECTUAL DETAILS NO. 4 13.2 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 10 15 w Q 0 I I 0 w 0 a_ W Q 0 w V) I I W Q See Note A See Note B Finished arade Backface of Retaining Wall Detail "A" Geocompos i to Drain Deta i I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" DESIGN OVERSIGHT 4" 0 drain 3'' Uns I otted Plastic Pipe 3" mina SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa I I. Cut hole for 3'' pipe d` °d o, Level or sloped toward wall o � Cement Treated 1 -0" Permeable Base Cap -typo See Note B 3" Slotted Plastic Pipe. See Note B Tee Connection Wal I Re Bond to Geocompos i to E. A Drain I= DETAIL "g•• WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale ALTERNATIVE TO BRIDGE DETAIL (BO -3 3- NOTF S A. 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 Is adjacent to s i dewa I ks or curbs, provide 4" cast iron or asbestos cement pipe under the sidewalk to discharge through curb face Exposed wa I I dra i ns sha I I be I ocated 3"± above f i n i shed grade B. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i n.9 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. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) SECTION B -B �411=1 /-0il Limits of Standard Type 1 Wal Limits of Cable Railing rB-3 Wa I I Expans i on 3-4 Joint Type 1 Wall Re i nforcement, C TyP ----------------- C Concrete Barrier Type 736B, see "ROAD PLANS" M #5 -I @, 16 Ln oncrete Barrier ype 736A #5 Vertical back face 0 0 D �1 ,N 32 Barrier LOL Varies 1.7 SECTION C -C Y411=1 /-0.. Note: Not a I I reinforcement shown for clarity. For reinforcement not shown and footing dimensions see Kandfor Design H = 8' B3-1 (B'1' 1-56 Limits Of Modified Type 1 Wall Limits of C,oncre e arr i e Yr Fype N88044'48"E Barrier LOL o - 0 #5 'N ,' @, 32 B MODIFIED TYPE 1 WALL PLAN Y411=1 /-0il DESIGN BY Tim Fuller COUNTY CHECKED Pete Smith PREPARED FOR THE SHEET No TOTAL SHEETS 08 SBd CHECKED STATE OF C Brett Makley DETAILS BY Y i hong Wang .: 02/01/12 ES SIO Pete Smith cHCarolina Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES Brett Mak I ey UNIT: 2232 03/29/11 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 9PLANS'' PLANS APPROVAL DATE °G X FILE _> REQUEST 1 . Foot i ng not shown for c I air i ty. 2. Not a I I reinforcement shown for clarity. For reinforcement not shown seeB3-1 3. For Concrete Barrier Type 736A to Concrete Barrier Type 736B transition detail, see B1 1-56 4. Modify Type 736B footing to f it. Continue standard re i of wall front face "RW690E" LOL 3/_0" Limits of JTanacral Type 1 allI 2� x20�D Type 1 Wa I I Reinforcement, Typ w 0 0 Li 0 o - W Q 0 BRIDGE NO. 54EO101 RETAINING WALL 6 9 0 E POST MILES I 13.2 MISCELLANEOUS DETAILSLLJ Q REVISION DATES SHEET OFLi z DISREGARD PRINTS BEARING Li CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 07/ /10 1 1 15 � DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 597 624 T<,4Dl ' � 4z1 .: 02/01/12 ES SIO RE o IST RED CIVIL ENGINEER DATE �Q Nq� Barrier Brett Mak I ey Z 3 03/29/11 w No. C66397 m 9PLANS'' PLANS APPROVAL DATE °G X The State of California or its officers or agents it Exp. CIVIL a y section shall not be responsible for the accuracy or q P ST rF 1 OF I I ROAD PLANS completeness of electronic copies of this plan sheet. CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 . Foot i ng not shown for c I air i ty. 2. Not a I I reinforcement shown for clarity. For reinforcement not shown seeB3-1 3. For Concrete Barrier Type 736A to Concrete Barrier Type 736B transition detail, see B1 1-56 4. Modify Type 736B footing to f it. Continue standard re i of wall front face "RW690E" LOL 3/_0" Limits of JTanacral Type 1 allI 2� x20�D Type 1 Wa I I Reinforcement, Typ w 0 0 Li 0 o - W Q 0 BRIDGE NO. 54EO101 RETAINING WALL 6 9 0 E POST MILES I 13.2 MISCELLANEOUS DETAILSLLJ Q REVISION DATES SHEET OFLi z DISREGARD PRINTS BEARING Li CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 07/ /10 1 1 15 � BENCHMARKS POST MILES SHEET No TOTAL DIST COUNTY ROUTE TOTAL PROJECT SH Horizontal coordinates are CCS NAD -83 (NSRS2007) 08 SBd 10 12.3/14.1 598 624 Vertical control based on NAVD- 88 ( NGS NAVD88) N Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 02/01 /1 2 gOFESSIO SET MAG NL & FLASH FOR AT REGISTERED CIVIL ENGINEER DATE �o Q �4 Pt. 5001 A-09-127 �� `�Iko N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 700 1 2 3 S.PIRATHIVIRAJ z SET REBAR W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS 100' +/- W'LY OF CHERRY 9 7 8 8" 9 03/29/11 662 m Pt . 5002 695 6 - 11 1 0" LINE PLANS APPROVAL DATE C No. -C71/31 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/'AECP LS 4430'' PLUG 30'+/- SLY OF RAILS 300'+/- E'LY OF CHERRY „ RW 690E /13 EXP, 12/3L The State of California or its officers or agents sT CIVIL R 5„ LINE shall not be responsible for the accuracy or P F OF NOTES: 8�� 8�I 2 3 completeness of scanned copies of this plan sheet. CALIFO� (1 ) This LOTB sheet was prepared in accordance with the Ca I trans So I I 6 9 5 6 7 8 7 0 0 1 A-09-1 26 and Rock Logging, C I ass i f i cation and Presentation Manual ( June 2007) . A-09-003 SANBAG 1 1 70 W 3RD STREET (2) 2.4" samples were taken using a Cal i forn i a Modified Sampler. SAN BERNARD I NO, CA 92410 (3) An automatic trip hammer system consisting of a hammer weight of PLAN EARTH MECHANICS, INC. 140 lbs fa I I ing a distance of 30'' was used to advance the drive sampler. 1 = 80 17660 NEWHOPE STREET, SUITE EFOUNTAIN VALLEY CA 92708 (4) Convers i on factor f rom 2.4" Mod i f i ed Ca I i forn i s R i ng Samp I er b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +1 ry- co "' "I-10" Line co STA. 698+99±9 64RT± (1)M C + J � "I-10" Line - Q0 STA. 698+55±; 16LT± +1060+1060 -�"' El. +1057.5 ft ..A-09-003 ® --,, 6 Asphalt Concrete SILTY SAND with GRAVEL (SM) : very dense, olive, moist, little fine GRAVEL, 4611.4 1 :. 0 mostly coarse to fine SAND, little fines, nonp I ast i c, weak cementation +1050 +1050 16312.41 2 M UW SILTY SAND (SM): dense, olive -brown moist, few fine GRAVEL, mostly coarse to fine SAND, little fInes, A-09-126 31 1.43 ..`; M PA nonplastic, weak cementation 1 4 11 % coarse to fine GRAVEL, 68% coarse to fine SAND, 21 % fines E I . +1042.0 ft 51 +1040 90/11 2M45X. UW Poorly graded SAND with SILT and GRAVEL (SP -SM): dense olive -brown moist 9 6 Asphalt Concrete 9 Base +1040 I i tt I e coarse to f i ne GRAVEL mostly coarse to f i ne SAND trace f i nes 13611.41 9 y 9 9 SILTY SAND (SM): very dense, olive, moIst, few fine GRAVEL, non Iastis weak cementation 2UW 63 1.4 1 O CR mostIy coarse cementation to flne SAND, I IttIe flnes, nonpIastic, weak90/11 SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse .' 39 1.4 8 : O to fine SAND, little f i nes, nonplastic, weak cementation becomes very dense 50/6 2.4 2 _ +1030-- - Poorly graded SAND with SILT and GRAVEL (SP-SM):,dense, olive brown, moist, A-09-127 Bulk 0 SE O +1030 little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 15512.41 9 OM UW nonplastic, weak cementation E I . +1025.0 ft 8 F2711.414 M becomes dense M. SILTY SAND (SM): dense, olive -brown moist, trace fine GRAVEL, mostly I Bulk 1 Poor I y graded SAND with GRAVEL (SP): medd I um dense, o I I ve- 57 1.4 10 OM coarse to fine SAND, 1 i tt I e fines, nonpIastIc, weak cementation CP dryI i tt I e coarse to fine GRAVEL, most I y coarse to Kn'ey9SANY,trace fines, 51 2.4 5 OM UW DS dark brown +1020-- SILTY SAND with GRAVEL (SM): ver dense olive -brown, moist I i tt 1 e fine 19 1 .4 2 ::;. OM CR nonplastic, weak cementation_+1020 GRAVEL, mostly coarse to fine SAND, little f i nes, nonplastic, weak 17812.4111 ; ; OM UW DS PA cementat i on 26 1 6 OM Poor 1 y, SAND w I th GRAVEL SP : dense, o 1 I ve-gray,, .4 :';_ graded Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, dry,F-5-4T2.4 3 becomes dense, no recovery dry little coarse to fine GRAVEL mostly coarse to fine SAN, trace fines, 15811.41121/ , ` M 43% coarse to fine GRAVEL, 52% coarse to fine SAND, 5% f i nes, nonp 1 ast i c, Bu I k 4 50/4 2.4 7 W UO becomes very nonplastic, weak cementation dense, no recovery ;.:...0 +1010- weak cementation 61 1 5 0 becomes very dense :.; :OM +1010 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, I I tt 1 e REF /4.5 12.4113 :: O UW coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, .4 68 1 , 41 8 nonplastic, weak cementation 14211.41 6 150/6''11.4 14 150/6''12.41 9 OM UW +1000 �� 2.4 72 7 OM UW Poorly graded SAND with SILT and GRAVEL SP -SM :dense, +1 000 No Recovery, 5 cobble ecountered t.. REF /6 2.4 15 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dr little tt 1 e y9 ray, moist little coarse to fine GRAVEL, mostly coarse to �'50/5 SAND tew fines nonplastic, ast i s weak cementation 1.4 1063 1.4 16 M 0 coarse to f I ne GRAVEL, most I y coarse to f I ne SAND, trace f I nes, 74 1.4 8 OM Poorly graded SAND with GRAVEL (SP): very dense, olive - nonplastic, weak cementation Terminated at E I. 996.0 f t ;::4. gay, moist 1 i tt 1 e coarse to fine GRAVEL, most 1 y . coarse to trace REF /6 2.4 11 M UW 0� becomes moist +990-- Dr I I I ed on 9/16/2009 REF /5 2.4 9 W ne SAND, fines, nonp1astic, weak cementation on +990 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered 16511.4T12 A During Drilling 16811.4110 :`OM +980 28 2.4 11 OM UW PA PP -150/5''12.4113 Lean CLAY CL : very stiff, I f f, o 1 I ve brown, mo I st, 12% f I ne OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, o I i ve brown, moist, I i tt I e coarse to fine GRAVEL, +980 V//SAND, 88% fines, 1 ow plasticity Term (nated at El. 981.0 ft mostly coarse to fine SAND, few fines, nonp1astic, weak 27 1 .4 12 ::;:' OM 1Ive-brown, moIst, mostly CLAYEY SAND (SC): very dense, olive-brown' Drilled on Hammer Energy 10/21/2009 Ratio (ER i =75%) cementation medium to fine SAND, little fines, low plasticity Groundwater not Encountered +97050/6 2.4 13 :. `OM UW During Drilling +970 F6_57 .4 14 OM Poorly graded SAND with GRAVEL (SP): very dense, o 1 I ve- iymoist little coarse to fine GRAVEL, mostly .coarse to Kin(e'SAND,trace +960- Terminated at El. 963.5 ft fines, nonp1astic, weak cementation on +96 0 PROFILE Drilled on 10/21/2009 Hammer Energy Ratio (ER i =75%) VERTICAL 1 " = 10' Groundwater not Encountered HORIZONTAL 1 " = 40' During Drilling +950 +950 Stationing along ''I-10" Line 696+00 698+00 700+00 702+00 704+00 706+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE S. Pirathiviraj STATE OF CALIFORNIA BRIDGE NO. 54EO101 R E T A I N I N G W A L L 69 OE DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /099 01 /28/10 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 1 OF 4 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS i I I I I I I UNIT: 0 1 2 3 PROJECT NUMBER & PHASE: 2232 08000007441 DISREGARD PRINTS BEARING EARLIER REVISION DATES CM103/ REVISION DATES SHEET OF 10 07/ 10 10/ 10 01/ 1 02/01/12 1 1 1 1 1 1 12 15 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J 0 - LU LU Q EO 0 LU 0 0 - LU a 0 CL w V) W r BENCHMARKS POST MILES SHEET No TOTAL DIST COUNTY ROUTE TOTAL PROJECT SH Horizontal coordinates are CCS NAD -83 (NSRS2007) 08 SBd 10 12.3/14.1 599 624 Vertical control based on NAVD- 88 ( NGS NAVD88) N Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 02/01 /1 2 gOFESSIO SET MAG NL & FLASH FOR AT REGISTERED CIVIL ENGINEER DATE �o Q �4 Pt. 5001 4u N: 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 A-10-168 1 2 3 S.PIRATHIVIRAJ SET REBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 100' +/- W'LY OF CHERRY 7 8 9 03/29/11 C71rn 662 Pt. 5002 695 6 8.. ❑ �� I-10 LINE PLANS APPROVAL DATE � No. N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 RW 690E SET REBAR W/"AECP LS 4430" PLUG 30'+/- SLY OF RAILS 300'+/- E'LY OF CHERRY The State of California or its officers � EXP, 12/31/13 agents sT CIVIL R 5 LINE ED shall not be responsible for the accuracy or aT P y F OF VO NOTES: 2 completeness of scanned copies of this plan sheet. CAL (1) This LOTB sheet was prepared I n accordance with the Ca I trans Soil 695 6 7 8 9 700 1 A-09-129 and Rock Logging, Classification and Presentation Manual ( June 2007) . SANBAG 1 1 70 W 3RD STREET (2) 2.4" samples were taken using a California Modified Sampler. SAN BERNARD I NO, CA 92410 (3) An automatic trip hammer system consisting of a hammer weight of PLAN EARTH MECHANICS, INC. �� 140 lbs falling a distance of 30 was used to advance the drive sampler. 1 = 80 17660 NEWHOPE STREET, SUITE EFOUNTAIN VALLEY CA 92708 (4) Convers I on factor f rom 2.4" Mod I f i ed Ca I I forn I a R I ng Samp I er b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. "I-10" Line +1 STA.699+98±9 0± o +i �o +1040 c + J +1040 = 0 �Q �C/") A-09-129 A-10-168 +1030 EI. +1029.0 ft 8 +1030 EI. +1026.0 ft ® SILTY SAND with GRAVEL (SM): medium GRAVEL, to fine SAND, dense, olive-brown' Iive-brown, dry, I i tt I e coarse to fine little fines, SILTY SAND SM : Bu I k SE CR olive -brown, moist, few fine GRAVEL, mostly coarse to fine mostly coarse nonplastic, weak cementation 18 2.4 1 � M UW PA SAND I i tt I e fines nonplastic, weak cementation 28 1 .4 1 OM CR Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse SILTY SAND with GRAVEL (SM): med I um dense, olive -brown, mo I st, 16% coarse to +1020 1611.41=- M PA fine GRAVEL, 66% coarse to fine SAND, 18% f i nes nonplastic, I ast i c, weak cementation to fine GRAVEL mostly coarse to fine SAND few fines, non Iastic weak cementation 9 y 9 P 9 +1020 22/ coarse to fine GRAVEL, 65/ coarse to fine SAND, 13/ fines 78 2.4 2 OM UW PA Poorly graded SAND with GRAVEL (SP): 0 very dense, olive -gray, dry, 40/ coarse to fine ; .. 87 2.4 3 ; : OM UW PA DS Poo I y graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -gray, mo I st, Bulk 0 GRAVEL, 56% coarse to fine SAND, 4% fines, nonplastic, weak cementation 30/ coarse to fine GRAVEL, 65/ coarse to fine SAND, 5/ fines, nonplastic, weak 34 1.4 3 No Recovery cementation +1010— 59 1 .41 4 $ :.OM PA Poo I y graded GRAVEL with SILT and SAND (GP -GM): very dense, olive -gray, mo I st, +1010 a ' 49% coarse to fine GRAVEL, 44% coarse to fine SAND, 7% fines, nonpIastic, weak REF /5 2.4 4 . ': `OM No recovery 7812-4 5 b:: O UW cementation Poorly graded SAND with GRAVEL (SP): very dense, o I I ve-gray, dry, little coarse 17211,47 to fine GRAVEL, mostly coarse to fine SAND, trace fines, weak cementation +1000— 33 1.4 1 6 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -gray, moist, +1000 little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation REF /4 2.4 6 OM Poorly raded GRAVEL with SILT and go SAND(GP-GM): very dense, olive -gray, dry, most I y REF /5"l 2.4 7 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse Terminated at EI. 998.8 ft coarse fine GRAVEL, some coarse to fine SAND, few fines, nonplastic, weak cementation to fine GRAVEL, mostly coarse to fine SAND, trace fines, weak cementation Dri I led on 9/25/2009 +990 46 1.4 8 , : OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -gray, moist, Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +990 little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonp I ast i c, weak cementation REF/6 2.4 9 O UW No Recovery +980 Terminated at EI. 985.5 ft +980 Drilled on 01/28/2010 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +970 +970 +960 +960 +950 +950 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 40' +940 +940 Stationing along "I-1 0" Line 696+00 698+00 700+00 702+00 704+00 706+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE CALIFORNIA S. Pirathiviraj BRIDGE NO. 54EO101 R E T A I N I N G W A L L 6 9 0E DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /099 01 /28/10 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 2 OF 4 SIGN OFF DATE ORIGINAL SCALE IN INCHES i I I I OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 I I I 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 1/ 1 02/01/12 13 15 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J 0 - LU a LU Q EO 0 LU 0 0 - LU a 0 CL w V) W r REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. O 0 C 000 C' op0< c 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. along sleeve friction by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty C O 0 U O Top Hole EI. 00 00 Blows per 12'' 30 0 0 0 0 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 09/1 ti/09 tn 1 o/21 /n9_ n1 /?R/1 o ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C O 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 15180/09 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 600 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 03/29/11 u No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALtFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 F C 0 PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Hole I.D. Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. along sleeve friction LU The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . C O 0 U O Top Hole EI. 00 00 Blows per 12'' 30 0 0 0 0 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 09/1 ti/09 tn 1 o/21 /n9_ n1 /?R/1 o ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C O 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 15180/09 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 600 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 03/29/11 u No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALtFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 F C 0 I- Hole I.D. o Top Hole EI. � 0 J Pressure measured Q_ along sleeve friction LU element (34.88 int Pressure measured area) divided by on tip element pressure measured (2.33 i n 2 area) on tip element. LU Q EO 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (MPa) 200 0 Boring DateLU 0 1 n CONE PENETRATION TEST (CPT) SOUNDING w a 0 BRIDGE NO. � 54EO101 RETAINING WALL 690E POST MILES 13.2 LOG OF TEST BORINGS 3 O w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03/08 10 07/ 10 10/ 10 01 / 1 02101112 14 15 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 ®®® Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL ®CL > 50 SANDY lean CLAY 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® We I I - raded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 0 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 0 0 o Poorlyy ggraded GRAVEL with CLAY (or 'SOYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY ORGANIC fat CLAY SP -SC (or S Y' CLAY) ORGANIC fat CLAY with SAND Poor Iy raded SAND with CLAY and GRAVEL �or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 00C COBBLES SANDY ORGANIC SOIL with GRAVEL COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 09/1 ti/09 tn 1 o/21 /n9_ n1 /?R/1 o IN OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FFORGINAL REDUCEDALE PLANS INCHES I 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) (PA) Particle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 ) SPressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) (SW) Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER I I I I UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 601 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents -�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 CAL10' SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 - 10 Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. 54EO1 01 POST MILES 13.2 LOG RETAINING OF TEST WALL 690E BORINGS 4 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 103/ 10 07/ 10 10/ 10 01 / 1 02101112 1 1 1 1 1 15 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU w Q 0 EO 0 LU I- 0 0- w a 0 CL w V) 4w Q OF z 15 w