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HomeMy WebLinkAbout1701-B C Y 0 A \ C C1-1-. CAV 0 \ GA PLANS F- OR CONSTRUCTION OF C U C A M 0 G A C G W D 0 0 3 0 V A D R A N C 0 C U C A V 0 N G A C A F 0 R N I A RANCHO CUCAMONGA SAN BERNARDINO RD > DRAWINGS INDEX c� IT L, Sheet No Title 0 L BLVD o Q m 1 Title Sheet Z 2 Site Plan Q 3 General Plan 4 Foundation and Abutment Layouts No. DESCRIPTION OF REVISION DATE APPROVED 5 Abutment and Channel Sections CITY OF RANCHO CUCAMONGA 6 Deck Slab and Details 7 Log of Test Borings PROJECT LOCATION MAP N CUCAMONGA CREEK _ BRIDGE WIDENING AT FOOTHILL BLVD No Scale QPOFEss,oN� C13 i No 42?' 1 m ACKNOWLEDGED BY DATE rr Ex{� nF Ot ?OC ��, CITY ENGINEER R.C.E. N0. DESIGN RECOMMENDED � CT� A.B. B ASSOCIATES INC. „ tre 200 DRAWN ® dc 2ts$`sh-tuo rix(eta) 383-145E SHEET K.Z. -1_oF_� PREPARED UNDER n1E OF, •//��/ ,, / ��/ � CHECKED ARMEN BAROO m DATE DRAWING 0._ S.E. No. 4227 EXP. DATE 6 01/2001 - _ . BFLNCHMARK! 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I I ; �L= 1 L �V 1 I i I I i j i I I , ; I ; ! I I f ! I I I i i t ! ; I I I I i I I ; i I I I - , fi ! �� 12 + 00 13+ 00 14+00 z 1 6 + 00 17+ 00 18 +00 19 + 00 20+00 �25.4MM 1.2 9M) (3+ 65.760M) 3+96 .240M 4+26. 720M 1 F(42 57 . 200M) (4+ 87. 680M) (5+ 18 . 160M) (5 + 48. 640M ) (5 + 79 . 120M) ( 6+09 . 600M) TRANSITION EDGE OF PAVEMENT w W z z 19 21 w < 19 3 m n- 0,-, w� Ur. ij w 2 U^ �. Wz03 21 cr o o /FROM 48 14.630M LEFT TO a-- m uci a U � - cr In 9 PAD B CO r`co ,,, t`o ''n r� i.Ln �' 62' 18.898M LEFT OF C L �''� � m v n � - PADA W opo �� aro'' �� x W v v •a 2500 sq.ft. r ''� �^ °1•N o o v,.r o ttn d'� m 0� T_ 0 II I ( ) o �-,� o to Q(. !d w m �. or`-G.' t- CONC. 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T F X� l/ ' I • :. I - - - - 2q_ a _. - -1 V I 11 31 1z - . [ 4�- .� -- -. �. _ _ \ ,1 _ _ .0 I 1 = . _... . I - _. ' -� _. -. _ - - - - - . - I 2 3 � u � I 6 Ln _ Is - _A- 11 __ _ - - - - - (5 - _ _ _.:.- + N - - O - -. - - .. - - - .. -__ - - .. J _--_- -_..r.� �- -. i . . -7r _ _ !_ _ _ :� 1 NNWPvE- -- _ _ 49. _ _ � r ,r �/ --.. - - 4_'C_i* ,gyp_ a.. .6 ,�. .�: .�,. :�; ,�. T� - ,� � y _ � _ ,� � � ap, � G� �µ -CONST 32 OF PAVEMENT ON THE SOUTH SIDE OF THE MED4W UNLESS MI�P'RONEMENTS ARE- -.�' w - L 7; ,/ , L : .;5 , ;r,:;: r -` f ) p E�. _ CONSTRUCTED WITH THE DEVELOPMENT OF CUP 95 25 LOCATED AT THE SOUTH WEST CORNER G _ -: ,,; `' `°i>x a:'% g=%' '! / 1 1 - p SIAWCU I UN f 12 ,r, 1 1 NEA 2 EXI G. CAT PAVEME 13 1 {/ _ 1 ",,-PROP WATER Q, ,� 13 0� g} -STORM DRAIN UNE SHOULD BE SHIFTED TO THE NORTHERLY SiDE OF FOOTHILL BLVD. IF I 8 __IN-TO__ ' / - wr -- E STS I BE RELOCATED PER STORM ` .2 .,- ,., - - `"� I - ��� �_ ° :F'N -,!{ _ - TITER. ao ,� j - 4 ., 8 1 1 D IN PLANS �0"r• CUP 95-25 SHOULD DEVELOP AND FRONTAGE IMPROVEMENT BE CONSTRUCTED FIRST. ,_ _ . ._ -_ J/3 3 -S 8 E •� Q� „ ///{yam,/ ., -, _ i! - - r;' ��tJc,' Vit''__ .s..�>>.�_ 'l ---- \ - y N� 11(� 1 I __ t +00 ,�/, r: „r sfF X} ,; w - .. PROPOSE MEDIAN1/ 1,+ b u 1 ',- sra 1 Z _ _ j. j i�.. + �__-GI: i f___ N 89'56 36"YV _ -- - t^�5•�;: 4+87.188010) -'= 4+57.20010) N1 9.58-06'W (5+18.16010) _J._ - ' 6 ^�- ( --- - - LINE CURVE DATA TABLE (3+1;5.76010) -Al ?X6(3+ 6 4oM) - -- -_ _ .. __ ( x - - -_ SAWCUT UNE ` '� (173.2 410) 3 'j - - - LINE/ ,.� ___- - - - - _ _._ 36.52 1 � -= j - -- -' r - - - -- - __I IL , - - NO. BEARING/DELTA RADIUS LENGTH TANGENT Q- - ..f - - , - - -- -- - - -- „ --- _-I _ 0 _- `� -�_ H�i,L' (W) - w) �` rte__ ME 1 __ --�= I SEE TRAFFIC-SfiGNAL A 180'00 00" 2.00, 6.28, =II,,,; 1 �" F P T PI I OICA�'ION 180'00 00 0.5 1.57 --- - rn D :,, _ -_7`.- _ - `+ _ � - _ _.I PLAN FOR REL B - _ . _ _ __ _ C 15'11'21" 114.50' 30.35' 15.27' c� zo_ :;, ,• . �3 _ - - - - - - - r _ _ - --_- --- --- �`_ -�-�� _< 1 -; APPURTENANCES (TYP:7 -�, 3+05.03M ,i �� _ Q - - - - _ - - - -- - --- - - D 90'00'58" 35.00' 54.99 35.01 23�14Q.02M -� i ,. �• 13 1 I - ., , ta. 0+ .75 C=St 633+20. 8 Iter - _ _ ( U I !) 1. T .,- _.. . _- -- :Sta. 1 1+ 2.1?,�.Prop., Str: imp-:--Plan _ _ - _ _ _ z O Z I 6 ! -- L S AC BERM - _ _ i_ F.I > E 89'59'02 20.00 31.41 19.99 +(3+60.3111 i I -+_ �- _� ` Y - - - _ _ - - ._9 4 1r .T _ - T '2q i J'1 F 90'02'30w 20.00' 31.43' 20.01' ..,..r r w�lw.l,��wl �w� ___ - - �"' AA �"� i G 55'1 7'29" 15.00' 14.48 7.86 ___` �"�R __ -_. �W) ` �/ v1 a I O N - - -�; - - 12-.�t^ -- _4____- --�-- . _ --- H- r?- } H - - j=" -Cy _... �---- -- _ H 19'51'04" 25.00' 8.66' 4.37' r' 1 1 , i r_ _ .. PROP. STRIPING -r - a 'tip, = OSEB SDE - � a--- - . ------- -U Z ---- '-)- =� 0-- i' �: ---j + I 7--j-, �7,PER:,STRIPING—PtAN - _ r-' "'._ N � � OF PAVEMENT -� �'_.w -___ n � w � Q SEE 'STORkN DRAIN I I 05'48'45' 279.00' 30.13' 15.08' w w i Q o �- U BY OTHERS z a z I m,n � ac o ,r �„� __ -_ _VACANT . a Q � PLANS FOR; AILS NOTES: .. - - . M$ NW 01*n 3UJa' Q . .� ZZzz ^ o (1275MM) > wo ;` r0o : 1 I �•�i, - ' I , 1. THERE IS NOT ENOUGH GRADING TO IMPAC coo z Via° m, zd z �•• W N m ^w o a E N PROP. 51 RCP a ^m �' ^w � �, _z m I I I- 11I � L III UJ w a0 _ O ' , ,..1 ._ FLOOD CONTROL DISTRICT FACILITIES Co + �`� "� + J = o o ^m - STORM DRAIN LLLL ♦ + O � J N O W d I�•t ./. t i N w N +. � o J o v o In H- r $ PER STORM 1--= N In z �In .z a U.. , `I . I ,I �,; 2. ALL EXISTING LANDSCAPING ON NORTH SID"' FBGE �' U w z ^ _`' Nin °d N ow DRAIN PLANS Q �. 10 , IS TO BE REPLACED IN KIND oX 3C o N z_ �, _ ~ o N w t ••- �.z I i , "' x'00 N, ozd�- �"' ~ °° �c° - ++ ° K `"'� 0 < I - I No. DESCRIPTION OF REVISION DATE CITY w = N In 36.57610 + o o -+ o + + ao 1_; C*' O N co w o. ( ) + ♦ > T + + D 0 I APPROVED min ocn- + 0 +.0Ozo . 4z z �mg n g aw : I I I X $ N �'n 120' 7 cn w v %_-r W a 00 o ••� �- � x: 1. , ! ; ;r i__.. (M) DENOTES METRIC MEASUREMENT IN METERS UNLESS �`' ~ .Z , ! I ! I CITY OF RANCHO CUCAMONGA a OTHERWISE SHOWN 11 CONSTRUCT CONCRETE LOCAL DEPRESSION CASE E PER CALTRANS SIDS. AND CiTY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 307 mi I CONSTRUCTION NOTES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, 127MM� 12 REMOVE ° °°� �° STREET IMPROVEMENT PLANS 644J CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A O CONSTRUCT 5m THICK A.C. PAVEMENT OVER 6' THICK CRUSHED AGGREGATE 9ASE. PER CALTRANS STD. SPECS. TSEARCH OF HERE ARE THENO EAVAILABLE VAIL BLUTRECORS DS. TO THE EAS SBEST OF OUR KNOWLEDGE, ( w 13 sAwcuT AND REMOVE EXISTING A.C. PAVEMENT AND RECONSTRUCT FULL DEPTH PAVEMENT. FOOTHILL BOULEVARD ; 1021010) THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO Q CONSiRUCT 4 THiCK P.C.C. CONCRETE SIDEWLX PER CALTRANS STANDARD S Ti M 14 REMOVE EXISTING CONCRETE SIDEWALK. C PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD (1 001010) (200AiM) w w 3+94.71910) 6+09.60010) s OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS ( 3 CONSTRUCT 4' THiCK P.C.C. CONCRETE ACCESS RAMP PER CALTRANS STANDARD PLAN NO• N8-B, CASE E 15 (WIDTH lNOICATED ON PLAN). CONCRETE DANE APPROACH PER CITY OF RANCHO CUCAMONGA DRAWING No. 101 TYPE C �ESSi STA. 1 +95 .01 TO STA. 2 +00.00 M RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES • CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL (1 001010) 16 REMOVE AND RELOCATE EXISTiiNG Gl11ARDRAiI AND POSTS PER CALTRANS SIDS. Civil Unde round Service Alert ( CONSTRUCT 6 TYPE Al-6 CONCRETE CURB PER CALTRANS STANDARD PLAN NO. NS-A . ` � APPROVED BY , " , � � _' z LIABILITY AND RESPONSIBILffY FOR THE UNDERGROUND UTILITY PIPES, / 1 / r DATE _ CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. (200MM 17 EXISTING POWER POLE TO BE RELOCATED UNDERGROUND BY OTHERS. G' �� ,� - - �C(,4'i ' ) 0 � � � CITY ENGINEER - '�� � �' - R.C.E. HIO. 24953 ao 5 CONSTRUCT 8' TYPE A2-8 CONCRETE CURB AND (ATTER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 104. (1 .71610)(0 91410) � George A. Lenfeatep s CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB O 18 CONSTRUCT MEDIAN CURB FLARE PER CITY OF RANCHO CUCAMONGA STANDARD On. NO. 109 (L=45', W=3'). � No. 45920 � DESIGN REC N `9- Csll• TOLL FREE KEITH INTERNATIONAL, INC. ,9 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, © CONSTRUCT CONCRETE CRO$$ GUTTER AND SPANDREL PER CALTRANS STDS. AND ZZ�- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD DW. NO. 107-B. lPzp.12-31-02 K.Y. 22690 CACTUS AVE, SUITE 300 0% SPANDREL PER CALTRANS SIDS. AND CiTY OF RANCHO CUCAMONGiA STANDARD DRAWING N0. 106-A. Q J, Q- 0 1 -800 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (7.31.544) �,q MORENO VALLEY, CA 92553 n WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 7 CONSTRUCT MEDIAN TAPER PER CALTRANS TABLE 7-405.5. MODIFIED FOR W-24, ALL OFFSETS DOUBLED). 21 CONSTRUCT STREET LIGHT PER CITY OF RANCHO CUCAMONGA STANDARDS (16000 LUMEN) WiTH 8 MAST ARM AS NOTED �` DRAWN SHEET o 422-4133 HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER 0 2.43810 ( ( - CAS\F J.D. (909) 653-02 ��-� 40 HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION ® CON 8 WIDE BUS BAY AND RiGF(T TURN LANE PER CAI-TRANS STANDARDS AND CiTY OF RANCHO CUCAWW,A STD. DWG. 119 0 a M.H. TO GRADE is --;` WiTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM 5.63910 2is 3 REMOVE / RELOCATE EXISTING FENCE TO NEW LOCATION AS SI•i . CHECKED p�7 79 DRAWING N0. d LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY O CONiSTRUC� 18.5 WIDE RIGHT TURN LANE PER CALTRANS STDS. AND CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 119. DATE - TWO WORKING DAYS BEFORE YOU DIG OF RANCHO CUCAMONGA OR THE ENGINEER. 31 CONSTRUCT 8- CURB AND GUTTER PER CALTRANS STANDARD PLAN NO. N8- TYPE A2-8. �'C• R.C.E. No, 4,5920 "7E 1 1 199a 70 - a. _ 'f-�>4�-f:-�-T [ (.c:,,::) nF:- 2( - - - -_-,---__- -A""-.. - - 1 Foothill Blvd � Foothill Blvd. � Bridge —0.3% 3.000 7.292 13.411 ± 1 .805E 1 .805E 11 .583± C14t° (0 0) o 20 PROFILE 0 13 .220 3 6 + � + � 14 16 N > M ; ,�• �:. � �°'�11 :: 10 Profile Grade No Scale +' � . . r:. cn w cn w —1 9. 169 j ..�,. ,..;�>.: * 00 00 04-j 0ll .+j I I I i°0-0 v t� v I I I 5.992 .219j± 6.096± j 6.096± I'L] 8 7 18 Cast—In—Place 7 concrete Bridge widening 9 TYPICAL SECTION INDEX TO PLANS 1 :100 Sheet No Title ELEVATION CALTRAN S STANDARD PLANS DATED JULY 1997 3 General Plan 1 :100 4 Foundation and Abutment Layouts 5 Abutment and Channel Sections Al OA ABREVIATIONS 6 Deck Slab and Details Al OB SYMBOLS A77D GUARD RAILING FLARE 7 Log of Test Borings jx 4.572± 4.572± A77J GUARD RAILING CONNECTIONS TO BRIDGE RAILINGS, Sta 254+19.724± j RETAINING WALLS AND ABUTMENS LEGEND: C LChannel j j 80-3 BRIDGE DETAILS IXI I j j 8 86-21 JOINT SEALS (MAXIMUM MOVEMENT RATING=50mm) 87-5 DECK DRAIN Ol Paint "Bridge No" 1 1 I I I 2 Paint "Cucamonga CreekBridge"" 7 I "• 14 B11 -52 CHAINLINK RAILING TYPE 7 0 g B11 -54 CONCRETE BARRIER TYPE 26 T3 TEMPORARY RAILING (TYPE "K") O3 Remove existing cocnrete barrier o I 0 16 xO4 Remove existing MBGR 0 " Standard Plan Sheet No. o 11 O5 Existing structure approach to remain 6 O6 Temporary railing Type "K", see "Street Improvement Plan" R xi - x xI Detail No. O7 Remove existing channel (portion) Do 1`0o —..—• 17 and replace with channel (transition wall) 12 - X - - - - - - - GENERAL NOTES O8 Existing channel to remain Exist utilities 1!1 II 9 O9 Remove existing channel (portion) N to be relocated 2.540 1 .27 1 .270 2.540 0') b other DESIGN: BRIDGE DESIGN SPECIFICATIONS and replace with bridge C'4y (1983 AASHTO with interims and Rvisions by CALTRANS) 3.050 10111 16'1 3.050 10 Patch existing deck drain 9 1:1f1.1 13 DEAD LOAD: Includes 1 .676 KPa for Future Wearing Surface 11 MBGR, see "Street Improvement Plan" 19 3 12 "i I I 19 LIVE LOADING: HS20-44 and Alternative Exist utilities j� 4 REINFORCED CONCRETE: fy=420 MPa Bridge deck drain (Type "A") to be relocated I:I I:I by other f'c=28 MPa, Unless Otherwise Noted 13 Remove existing chain link fence _ _ _ �� FOUNDATION DESIGN: Based on Foundation Investigation Report by 14 Chain Link Fence (Type 7) 10 1 I 0 Leighton and Associates, Inc., Geotechnical I I and Environmental Engineering 15 Remove existing AC dike — .._.._.._.._.._.._.._�. •_.._.._.._. .. Consultants, dated 29, 1998_.._.._.._.. I I. I _.._.._.._. :._ : - 16 Concrete barrier (Type 26) May ! j ! 1 . The contractor shall verify all controlling field dimensions M j II I I 3.048E before ordering or fabricating material 17 Concrete curb, see "Street Improvement Plan" �r 15 j► ! c ! j! j 15 2. All dimensions are shown in meters, except as noted 18 Wee hole `�' rt ► v I 1 ij 3. Profile . of widened bridge shall match the existing as—built O Weep hole 11 ! v ' w 1 ji 19 Structure approach If 4) 1� ' j' QUANTITY 5 jj o in I j� 5 : Longitudinal const ©0 Refinish Bridge Deck +I 1 :: 6I 1 it (tYP) i n cy O 1 1 i Bridge Removal Lump Sum E] Channel removal (portion) if c Structure Excavation (Bridge) 168 CU M DO 11 1 0 , 1 j1 Structure Excavation Channel) 0 CU M ® Bridge removal (portion) 4­1 ! ii I v I 1 �j ! Structure Backfill Bridge) 52 CU M ! Structure Backfill Channel) 10 CU M New construction Structural Concrete, Bride 200 CU M _.._.. 9 — o) ►j 1 I 1 jj Structural Concrete, Channel 22 CU M As—built (Existing condition) .1 jj Structural Concrete, Approach Slab 10 CU M Skew j Drill and Bond Dowel 28 M j4'15'14 ' Refinish Bridge Deck 20 SQ M Sta 3+00.448± if ,I . 1! Sta 3+09.617± Joint Seal, Type A 9 M Face of Abut. jj ► II jj Face of Abut. Bar Reinforcing Steel, Bridge 9500 KG No. DESCRIPTION OF REVISION DATE APPROcITY`�D I 1 1 Longitudinal const Bar Reinforcing Steel, Channel 1500 KG Foothill !Blvd �� i �� it (typ) Chain Link Fence 20 M CITY OF RANCHO C U C A M O N G A jj I I 'j - - - - Concrete Barrier (Type 26A) 10 M (N89'00'j04"W) CUCAMONGA CREEK i ii ! I ij Sta 3+05.032± —C Foothill Blvd BRIDGE WIDENING AT FOOTHILL BLVD j jj 1 ► �j Sta 253+96.021 ± Nq ChannelQuo Q/�Qss o if �N y o\y u No 4227 ACKNOWLEDGED BY DATE I ni CITY ENGINEER i R.C.E. 0. Fxp 06 01 2001 j 7 ! DESIGN RECOMMENDED PLAN ; 0 A.B. B & B ASSOCIATES INC. �4� TO `w�i'R �'�u" 2W 1 :100 �4, Q��� DRAWN ® (�'13 �" FAX(213) 353-.14M SHEET ���° ;��� K.Z. -3—oF—� PREPARED UNDER tHE SUPERVISION oF: CHECKED DRAVANG INO. y' DkTE SSE. No. 1�227N IAN EXP. DATE 6/01/2001 1 O Z� Install 6' high chain link Chain Link Railing Remove fence per S.P. 151C. Type 7To of slab exist fence Extend fence to adjacent B11-52 Type 26 Barrier P existing post B��-54 376.841 (W) Remove exist Foothill Blvd 376.811 (E) — — j>—;i Type 26 Barrier II II Top of exist slab 60 — — �— � .. Top of exist slab .......... Exist key I 377.051 ± (W) 376.914± (W) 377.021 ± (E) Exist Cucamonga Creek i� II I li ii 376.884± (E) Channel �I �I 5 Existing post j _ — _. _.._.._.._.._. _.. i I Top of exist abutment 00 i . Top of exist abut i Exist weakened planes 376.581 ± (W) 600 3 To of abut 376.445± (W) 600 3 t I 376.551 ± E #19 —�1 drill & 376.372 (W) ! 376.414± E #19 —�1 drill & YP ( ) c bond dowel ® 300 376.341 (E) ( ) ! bond dowel ® 300 into fir° into 300 deep hole, typ I 300 deep hole, both locate dowel 150 from end abutment stem walls , I 80-3 i Weakened plane KBO-3 i and top slab 01 1000 3-2 Exp jt 3-4 0I W BO-3 Weep hole ' c _o 3-1 1000 1300 5992 1219± 6096± I 6096± Cucamonga Creek E IChannel z I in Remove exist channel—%%, i Exist weephole Sta 253+ c�� Z o transition wall �� typ 370.998± CSI M +3.6% ± < _ .._..-I_ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..L. ExistChannel Cut—off wall _.._ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. _ . _ ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. per "cut—off Invert slab -� _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ I j j Iwall detail i I Top of footing ► � I ! Ilii v 879 & W ele 369. (E ) Transition wall) see Drill & bond dowel I _.._.._.._.._.._.._.._.._.._.._........_.._.._.._.._.._.._.._.._.._........_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.,...... YP1cal Transition Wall Section" 0 on "Abutment and Channel Remove exist channel Section" sheet I and rebuild transition ,— — M wall Sta 254+16.434 3000 7292 Sta 254+17.122 Channel Creek Cucamonga ' Creek Channel E LE VA TI ON EAST ABUTMENT I I Exist channel 1 :50 transistion wall rn N I I I I Remove exist Key see Key Details" on Exist abutment Exist 12 premolded I transition wall 12 premolded exp "Deck Slab and Details" sheet expansion joint filler ' Foothill Blvd I I #19 X 900 joint filler (tot 2 ea abutment) I drill & bond I I I � I ' dowel ® 300 into 300 deep hole _. _. _. _. _ _.._.._.'_.._.._.._.._.._. _.._.._.._.._.._.._.._ . ' .._.._.._.._.._.._.. _.._.._.. Sta 254+09.127± - - �9 —Cree Sta 254+09.843± ._.._.._.._.. _.._.._.._.._.._ ._ ................ Channel i i i I Cucamonga Creek — --_--_--_ — -- ----- --- -- _-------_-----_--_—Channel _-----_-- --_— , : I I lI ' ' I XXXX 45721 4 I 572± 300l 300 , I ! I I I Drill & bond dowel I I I I (TyP) I I I I , West Abutment I j I I III I _.. _.._.._.._.._.._.._.._.._.._.._ ._.._. L.._.._.._.._.._.._.._.._.._.._.._.._.._ .......... I I I I I I I I I I I I I I � � -H II I I 2134± I I I I I ! I ! East Abutment I I 4267t ' I 4267± 2743± 13411 ± ' I I I i i j I I 1592 I I I 4200 , 1500 7292 I III I I I ISI j � I j l i I Skew " I j I �1� 415 14 I . : EAST ABUTMENT PLAN Std 253+95.679± I I I I I Sta 253+96.362± q Channel j jIj I I j j Channel 1 :50 I I I I I I I Foothill Blvd Bridge I I Note: (N89-00-04"W) Typical Transition wall All dimensions are in milimeters, unless othervise noted invert reinforcing ® Denotes structural (Bridge, Channel) removal I iIj I I i i i 0 600 No. DESCRIPTION OF REVISION DATE CITY FOUNDATION PLAN #16 @ 255 APPROVED CITY OF RANCHO CU CAM ON GA 1 :100 #16 Bars as shown (Total 3) In CUCAMONGA CREEK BRIDGE WIDENING AT FOOTHILL BLVD O ??,0F ESS/04� P,pc 300 ACKNOWLEDGED BY DA'T14. A j� u No 4227 CITY ENGIR.C.E. 40. ✓ 2 m ; NEER E Yn Of,n� 20n �; DESIGN �j RECOMMENDED CUT- OFF WALL DETAIL A.B. � CU.rJR ASSOCIATES INC. R(fr.7 1636 w+c�Ew�iki 'e�w. I1f 200 ST JSP DRAWN ® i s�'131L%C1440 A99001 FAX(213)353-1460 SHEET 1 :25 �,q�-,-,.�coP ,� K.Z. PREPARED UNDER THE SUPERVISION OF. -4-OF-7— CHECKED DRAAWNG NO. S.ENNo.4227 EXP. DATE 6/01/20001 CE Abutment #13 (tot 2) #13 300 between keys 100 Bridge slab 300 #16 (tot 2) L 50 oLr) c� N U Clr To of Abutment 0 ----- Install 450 Ion lightweight 0 metal inserts (gtyp) I 50 `n Clr #16(tot 2) o u 0 N #13 ® 450 Abutment �O #13 230 @ 300 16 ® 450 #13 JG�� #16 ® 450 4 0 60abutmenthlandd 250 0 transition wall #13 ® 300—< #13 ® 450 N a; 50 50 o a 50 50 o Clr Cir ° Glr Clr Z Invert slab V) B-2 bars c0 � #13 © 380 #32 © 190 0 o Z Batter 1 /2:12 N 230 230 Note: Subdrain system cn cn not shown `rSee A.P. 7902—B (00Staggered Q- 1000 Weephole o Per S .P. 182 B-3 bars > o B-1 bars Symmetrical about 100 Weephole ( oo #16x1220 Q 300 CL Channel Per S.P. 182 \ r0 #16@ 300 eo way Profile Staggered Const Joint C o ' 0 a I 10 0 NOTES• °ro° #19 @ 300 #16 @ 300 ° 0 o N N I o #22x4800 © 300 00 1 . Abutments shall not be backfilled until the #32x oL@380 \ abutments and invert slab have achieved r� J the design compressive strength. 900 --- 2. Abutments shall not be backfilled higher ' ° Ln 300 See Det. "A" this sheet Symmetrical than invert slab until bridge slab is in about c place and has achieved the design Q0 #32x2300 @ 190 compressive strength. En "� Staggered 3. Backfill material shall be placed and U 1-380 compacted in equal lifts behind both #16 @ 450 lap #13 @ 450 50 abutments. The difference in backfill Clr • 300 0 Const Joint elevations shall not exceed 600. #16 L C�? 450 #32x0 @ 380 1100 BACKFILL DETAILS o #16 @ 190 1 :50 4572f 0 r- � U o I 450Approach slab Bridge top slab 0 Clr (Typ) O.G.D TYPICAL TRANSITION WALL SECTION o I'l- v 1 :25 413 (tot 12) - -- L#16 © 190 I� U 900 600 900 REINFORCEMENT STEEL SCHEDULE 1100 1300 Abutment BARS B-1 B-2 B-3 H Bar Size Vertical Horizontal Bar Size Vertical Horizontal Bar Size Vertical Horizontal & Spacing Length Length & Spacing Length Length & Spacing Length Length Denotes excavation 4200 to 5200 #29 ® 450 2600 1980 #22 CSD 450 3500 2600 1 #16 0 450 4120 3500 TYPICAL ABUTMENT SECTION 1 :25 Denotes backfill Note: All dimensions are in millimeters, unless otherwise noted Abutment Existing Channel Type "B" joint to be removed per S.P. 165 Invert Slab No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CU CAM ON GA 450 CUCAMONGA CREEK 300 300 - BRIDGE WIDENING AT FOOTHILL BLVD ��vPOF E'SStpy� ACKNOWLEDGED BY , DATE ff ff No 4?27 Z � � CITY ENGINEER R.C.E. 0. DETAIL A LIMIT OF EXCAVATION AND BACKFILL Q Fzp ')I-, ?��, ) r,; DESIGN RECOMMENDED 1 :25NERS S`j P� A.B. sBrnu& B ASSOCIATES INC. 1 :50 All Jr-r, / � e vn sr+�hi E I V.D �200 ST� DRAWN ® t 35� tuo°01 FAX(21M 353-14M SHEET K.Z. PREPARED UNDER TW SUPERMION OR CHECKED DRAWING NO. �'{ c S.E.S.M No.�4� EXP. DATE 6/01/2001 IAN I—40 I � T cC� o� zC 3.050 #19 _J125 ® 150 Type A Joint Seal with waterstop 75 #13 ® 300 Bs— Bottom face reinforcing Top face reinforcing 7 o� Clr rn � 0 Bridge Slab � Inside face of abutment (ty tC)U #16x600 CSD 300 -- � 6 )75 Strip waterstop 1 _3 CIr 12 premolded expansion 40 I II I #32 1 ® 150 #130 450 ea way I joint filler or expanded I I polystyrene I II I #32 ® 450 I I I I I I #25x5800 ® 450 I II I I I , j APPROACH SLAB LONGITUDINAL CONSTRUCTION JOINT II I I � 1 :25 1 :25 II I I I I I I I I 32 ® 6 (tot 4) I II I I I I I Bott face reinf #13 bar chairs ® 1370 along #16 (tot 2) I I (See reinf plan C Foothill Blvd and 900 #13 ® 450 ea way 153 this sheet) typ #13 ® 450 ea way along Cucamonga Creek I 50 0 %_ #13 0 460 0 CIr `O U o #32 ® 150 � ( I tot 4,ea edge I, I I I Cucamonga Creek Tunnel I I o 0 • I ° #13X460 ® 460LO • Exist Bridge (typ) . W_�._�_ _v �W ... _� �- •._ ._ _ �_ -- ---- #130 300 : or, 0 - D I 50 1 \ 0 - Abutment L610CIr Lnlu 20 drip groove (typ) Bottom face reinf—typ #16 0 255 (TOT 7) #16 Distribution bars ® 225 150 (See reinf plan this sheet) 1872 2700 255 455 Cucamonga Creek BRIDGE SLAB EDGE DETAIL BRIDGE SLAB REINFORCING PLAN BRIDGE SLAB SECTION 1 :25 1 :50 1 :25 DECK SLAB PLACEMENT NOTES 1 . The Contractor shall submit a deck placement Chain Link Fence 4' high schedule for approval by the Engineer. 2. Longitudinal construction joints in the bridge slab, if required shall be located at the edge Type 26 Barrier B11-54 of the traffic lanes approved by Engineer. 600 3. Longitudinal bridge slab closing section, if req'd 6 Premolded expansion shall not be placed until three days have els sed 190 25 thk expanded it filler (typ) CtYP) after placement of adjacent sections. p polystyrene around 710 p bar 12 Premolded expansion A 4. Reinforcing steel shall be continuous thrrough 0 5x1900 ® key— 10 it filler (typ) all construction joinsts. d- # Y 5. No transverse joins shall be permitted in the 0 o bridge slab. f 50Note: CIr All dimensions are in milimeters, unless othervise noted 50 A CIr #16X1220 0600elp\�, #13 230 0300 NBridge Slab 00, No. DESCRIPTION OF REVISION DATE clrr Typical abutment E APPROVED reinf °0 CITY OF RANCHO CU CAM ON GA CUCAMONGA CREEK SIDEWALK DETAILS a QROF ES S/04, BRIDGE WIDENING AT FOOTHILL BLVD RESTRAINER UNIT SECTION A- A KEY DETAIL 1 :25 Q�� GtA V~ No d22'1 :25 1 :25 1 :25 ACKNOWLEDGED BY ;ir DATE i CITY ENGINEER L R.C.E. ,sl PvDESIGN RECOMMENDED `�'p ` = '/ P� A.B. B & B ASSOCIATES INC. ,e1_1 ®t�i�( ' �kw. wire tao vLAl'� DRAWN 4�i 2t61' 55� i44o°01 FAX(213)353-1458 SHEET =� K.Z. �—OF� PREPARED UNDER THE SUPERVISION OF: CHECKEDDATE — DRAWING NO. R S.E. No. 4227 EXP. EXP. DATE 6/01/2001 i�U` o r� BENCH MARK KILOMETER POSTS SHEET TOTAL g iI DIST COUNTY ROUTE TOTAL PROJECT N0, SHEETS a ! TO ACC5MPANY PLANS DATED12 7 7 o W _` ID V Fi o I Q Q�OEESS/0 U0140001 -0 at REGISTERED GEOTECHNICAL ENGINEER to 06 41 °� W x a o r^ e p W e tri c i Cz R. KHIABANI NOW o LLJ PLAN APPROVAL DATE EXP. INC. GEOTECHNICAL LEIGHTON & ASSOCIATES, E vv E ° .+ O c ° O t w c E^wx V� a. O E g ° W 17781 COWAN AVENUE l� o `Eos F CA0 Z IRVINE, CA-92714 r_ N The State of California or its officers or agents shall not be responsible 21: B-2 FS'` : Q H S B-- for the completeness or accuracy of electronic copies of this plan sheef. W . C9P LA N V E g (°AW3i m m � SCALE 1 500 Z � � p nn O w O u°1;oao� ia1D��i`raama ; o I + t � I � W N :O W �w • i N s,nz Wo 3+00 FOOTHILL BLVD. 3+50 Eo0 ° E� ° a C V) g I r y a;tY w W ®O ' w w C- ° Z c Z1. ° a._�Z Of, O U = ° N V a E 1 w° I W ° O d r n a 4u a®O Z E E� o o f o x E + Y I E b a 0 °" N E N • M M O t E • ~ O Z ; Z € Z Z N ' i � + _ o � c a � x �R , x p • _ LO Z O v U W m O L (D ! m W h d c c E C cam•, C Zo Qx � m Q P L ° m 0 V) Z j i U U W o. 0 j cc u°14cao� $ ❑ y In L W � v ♦ U U j F- J ♦ a E c N U) ,° Q t ,z � N C I c.. x^ .. Haag C E ^ O f E p �O O } ° C m m O �.- I _ 378 -, ° 378 w o o a w� -� ° .� U :� (n V 0- 6 Is 0 t (S O U s +- v- L to O U o • O + S o " Eg a13 E 0 C3' 4 z B-2 - oo � O 376 E ` 3 Top Hole Elev. 375m 05 HS 375m 05 HS 376 't � �� SILTY SAND with GRAVEL Top Hole Elev. �� �_ A EL and COBBLES, fine to Asphaltic Concrete over Native Fi® "�` coarse grained, dense, moist, medium brawn "�` SILTY SAND with GRAVEL and COBBLES, fine to I 'LE4 a ` 374 O O r f� 1 .O r ...0 BAG 5 coarse grained, dense, moist, light brown 374 I .. 01.5m: SAND, GRAVEL and COBBLES, dense, moist, light _ 01.5m: SAND, GRAVEL and COBBLES , dense moist light j i a 63.5 760 67 35 ,:.,o . 63.5 760 54 62 - 6.0 , brown brown g j • .o,,' m E g z m 372 o E� °• : _ 03.0m. SAND, GRAVEL and COBBLES, fine to coarse _ 03.Om: SAND, GRAVEL and COBBLES, fine to coarse 372 U°uo*°-t m E• a 63.5 760 39 62 - 5.9 63.5 760 50 62 - d a t E grained, dense, damp to moist 6'8 rained dense, W E w � J ha ug � �• . ..� a. grained, nY 1 . ❑ damp to moist i a E BAG 0 CC 04.3m: Occasional boulders • E " °•° 04.6m: SAND, GRAVEL, and COBBLES, fine to coarse °' • ' E., v w 370 63.5 760 50/4 35 �'o:~ ` -- 7.2 63.5 760150/1" 35 .•o•» -- 7.1 04. 6m: SAND, GRAVEL, and COBBLES, fine to coarse &Nib o b a Z grained, very dense, moist, light brown grained, dense, moist, light brown 370 i a o- Z BAG Occasional boulders Z C C ^ O►V1 0 •.w .•. .•... .•. � it; � ' t - 63.5 760 50 1" 35 °• 06. 1 m: SAND, GRAVEL, and COBBLES, with some SILT, 06. 1 m: SAND, GRAVEL, and COBBLES, with some SILT, p °• • 163.51760170/3" 35 . .. ... Q 368 :: fine to coarse grained, very dense, damp, medium brown •:;a'• '.� fine to coarse grained, very dense, damp, medium brown '�• ° 368 Q < �- W 63.5 760 86 35 .o -- 6.3 07.6m: SAND, GRAVEL and COBBLES, with some SILT, fine 63.5 760 128 35 -- 6.4 07.6m: SAND, GRAVEL and COBBLES, with some SILT, fine a >- 3 W � a a o --� to coarse grained, very dense, damp, medium to greenish brown .:a to coarse grolned, very dense, damp, medium brown WE BAG , W " ° 2 W w 366 .;o;';; 08.2m: Boulders • . W j < W 2 IC x c - 09. 1 m: SAND GRAVEL and COBBLES, fine to coarse rained, 09. 1 m: SAND, GRAVEL and COBBLES, fine to coarse rained, 366 o 63.5 760 50/2 35 - 5.3 9 63.5 760 60/1 35 . ° 9 y a o y 0 w o very dense, damp, light brown very dense, damp, light brown coarse rolned -•- • • g very dense, damp, medium to greenish brown 4.9 010. 7m: SAND GRAVEL and COBBLES, some silt, fine to 63.5 760 72 6" 35 GRAVEL and COBBLES some silt fine to ® ® ® 364 [63.51760150/3" 35 - -- / 4,0 010. 7m: SAND 364 , a coarse grained very dense damp medlum brown o. . o �N �i N i 012.2m: SAND GRAVEL and COBBLES, with some SILT, fine " 012.2m: Some as above i [63.,51760170/3" 35 :a:: • 63.5 760 70/5 35 �° W }W >-`" W c t 362 ,, .' �: to coarse grained, very dense, damp, medium to greenish brown :;°��:•. 013. 7m: SAND, GRAVEL, and COBBLES, fine t e grained, 362 °' 013. 7m: SAND, GRAVEL, and COBBLES, fine to coarse grainedF63-5176015 " w �; N U NU NN = ` [63.51760150/6" 35 0 1 35 . w .d.o very dense, damp, light brown ;►.,e: very dense, damp, light brown ° ` ' " 015.2m: Some as above w o . 360 63.5 760 50/2" 35 015.2m: Some as above fi3.5 760 70/3 35 __ o (n i v 0 0 �, h �, = E a 5-7-98 5-7-98 I I N > £ E No Groundwater Encountered No Groundwater Encountered I U 0 Y 358 - Terminated at elevation 359.7m Terminated at elevation 359.7mELE 'V' ATION 358 0 LAJ w .� a c °Ln 0 20 -6 3+00tn 3+50 00 = = VERTICAL SCALE 1 100 OU ° E o . U v° c Eon v C N a 0 1.2 V 1 on 40 A HORIZONTAL SCALE 1 500 U O - p O V1 O N M � ,p DESIGN C . M K PREPARED FOR THE BRIDGE No. c AY DESIGN OVERSIGHT I . FIELD INVESTIGATOR STATE OF CALIFORNIA MtWECT ENf;NiEER SiGNOFP DATE CHECKED �' B . A L S A M M A N DATE -5/7/98 KILOMETER POST DEPARTMENT OF TRANSPORTATION_ _ LOG OF T BORINGS I ORIGINAL SCALE tN mm T �I T r� CU �^ �- DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY - PLATE OF FOR REDUCED PLANS �9 f 0 20 40 60 80 100EARLIER REVISION DATES 10 --