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T _ _ _ �.- -- _ . --•-� ,-•ter•-'�� •�--_--• ... -.>_ f -. - -• - „� '' h I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR SHEET N0. TITLE CITY CSF RANCHO CUCAMONGA PUBLIC WORKS CONSTRUCTION 1988 EDITION WITH 1989 AND 1990 SUPPLE - MENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2 TYPICAL SECTIONS COMMUNITY DEVELOPMENT' �'� �'� DEPARTMENT . 3 STREET PLAN AND PROFILE STA. 26+49.00 TO STA. 36+00.00 4 STREET PLAN AND PROFILE "" HE M STA. 36+00.00 TO STA. 46+00.00 5 STREET PLAN AND PROFILE PLAN S- ,.. OR STA. 46+00.00 TO STA. 56+00.00 g STREET PLAN AND PROFILE ' STA. 56+00.00 TO STA. 64+60.71 UE UNDERPAS 7 STREET PLAN AND PROFILE (SIXTH STREET STA. 53+07.86 TO STA. 59+24.50 ILLIK Is STORM DRAIN PLAN AND PROFILE STA. 26+49.00 TO STA. W+011100 9 STORM DRAIN PLAN AND PROFILE ATCHISON , TOPEKA AND SANTA FE RY8 STA. 36+00.00 TO STA. 46+03.09 TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED JANUARY 1988 10 STORM DRAiN PIAN AND PROFILE STA. 46+03.89 TO STA. 56+00.00 11 STORM .DRAIN - DETAILS P . O . C . M . P . NO . 2 - 95 , 613 2 N.R.W.L RELOCATION PLAN AND PROFILE MARCH 1 1990 1 13 N.R.W.LL RELOCATION - DETAILS 14 ULTIMATE SIGNING AND STRIPING PLAN STA. 26+49.00 TO STA. 46+00-00JE,esEr 8C VO. (FUTI✓/.QE) 15 ULTIMATE SIGNING AND STRIPING PLAN STA. 46+00.00 TO STA. 64+60.71 16 ULTIMATE SIGNING AND TSTRTPi G PLAN +00.00 T10 STA. 59+30.00 _ --- _ ---- -- SIXTH STREET) --- �y �� ;- �i�pF E SS 10 � G AND S1RiPiNG PLAN � V � <��INTERIM SIGNIN �- STA. 26+49.00 TO STA. 46+00.00 I ,��,rj�_r . � __,3 �f�� ti ''J t, yiris ''�'r,,-,V4 SAN GJ iE IROBERT M. BARTON ` D STRIPING PLAN jr - _ ^�`��_ 1g INTERIM SIGNING AN I- ,�,. , , ,, - , ..:„�-•'- � --- rF t�, R.C.E. -444 EXP. 9/30/92 sig, STA. 46+00.00 TO STA. 64+60.71 ,M,;;�r3,J,,- �O I 1 UeLEI W GATHER R3� COMPANY 01 CAlti j I 19 INTERIM SiGNiNG AND STRIPING PLAN TO STA. 59+30.00 a,�T�-T - (SIXTH STREET STA. 53+00.00 1 I I Y.N. I T-1 PERMANENT AND TEMPORARY TRACK CHANGES _Eo "f[_�•. -o•�c_:_=___:_ =---'. �ti q` r CIOAI• SI '(•5 uU SI �• IWOS I•nn lam,! fh L /y 1 NA.0S-1 TO S-10 BRIDGE DRAWINGS �.t .-.-�W -.� _. - I " +---. .�-. /y. � UOUGLS H. MAYS � � No. 21062 A f I1ILO a.I_ R.C.E. 21062 EXP. 9/30/93 * Rtxp. of-bo-ob # -- itr n•u /v / , ti - ,, F,., L.D. KING INC. r1 _ • �.+ CIn SI V I rJ FONTANA ti.,,w�cr ,T f ori��y i 0� I 1`p• -' IJn 1.111 ACIP p UPL A140 �i -"= T,;�1;6� PROJECT SITE - l •Psi w 11.til( �' !•GI1111 - -��- NOTiCE TO CONTRACTORS ;jTILIT =��-t _ - ' �_ _- " ' a ;IG1,i:0u OTE.• 1«Ser. � y ` -7-rA1 • Cucawnga County !later District C � � •41SfP S•kk♦ ,_ent Construction contractor agrees that in P. 0. Bin 638 accordance with eneraily accepted r, Rancho Cucamonga, CA 91730 eoRstruetion ractices construction � L4 (714) 987-2591 a1i pp PWA contractor will be re uire� to assume sole "� '� -� \ q "I �\ I �� .1JI�M �/T.S. and com late responsibility for job site conditions during the General Telephone Company �� OuTAR10 � course Or construction of the project, including safety of all 9000 Hellman Avenue ``'I --� -I� � -r--- --- - g CA 91730 � -."";',I` 1, parsons and property; that this requirement shall be made to Rancho Cucamonga, `�G,= J apply continuously and not be limited to normal working (800) 422-4132 =I, contractor further agrees to defend, hours, and construction c J indemnifyy and hold design professional harmless from any AT&T Communications I -- - and ail liability, connection with the 455 Second Street real or alleged, in performance owork on this project, excepting liability San Bernardino, CA 92401 VICINITY MAP arising from the sole negligence of design professional. Attention: Mr. Ken Smith (714) 381-7380 5T t5, iso, i All contractor and subcontractors performingwork shown on Pacific Bell Telephone ' or related to these plans shall conduct their, operations so 3850 Jackson that employees are provided a safe place to work and the Riverside, CA 92504 public is protected. All contractors and subcontractors shall Attention: Mr. Craig Phillips compPly with the "Occupational Safety and Health (714) 359-2771 Regulations of the U.S. Department of labor and with the BENCH MARK NO. ��2 5�1�ET /NOE)C /`'IAP State of California Department of Industrial Relations Southern Califcrnia Gas Company PROM Construction Safety Orders". The Civil Engineer shall not be 2191 East Birch Street R. R. SPIKE /N POLE NO. 309950 E. DESCRIPTION OF REVISION �sTRE APPRoveD responsible in any way for the contractor or subcontractors Brea, CA 92621 AT THE N.W. CORNER OF HAVEN AVE. (� compliance with said regulations and orders. (714) 529-2889, 529-7070 AND SIXTH ST. CITY OF RANCHO CUCAMONGA Southern California Edison Company ELEV. = 1073.229 PRIVATE ENGINEER'S NOTICES TO CONTRACTORS 1351 East Francis Street BASIS OF BEARINGS Ontario, CA 91761 • location of an underground (714) 986-5861 M I LLI K E N AVE . UNDERPASS The existence and approximate y The bearing of. N 0'30'17" W as shown for the centerline of Milliken utilities or structures shown on these plans are obtained by a --j"s indi sates Existing Sewer Line Avenue as shown on mop of Assessment District No. 82-1 was used search of available records. To the best of our knowledge, for the basis of beorings for these plans. TITLE SHEET there are no existing utilities or structures except as shown19'w--- ind'.cates Existing Mater Line on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines - The Contractor shall possess a Class A License (General Engineering ~� -. Indicates Existing Gas Line whose locations are not shown. The contractor shall be Contractor) , in accordance with the previsions of the Contractors' Licensing nsible for notifying all utility and irrigation companies Law (Ca>l.ifornia Business and Professions Code, Section 700 �etse4) and '.he Indicates Remove Existing A.0 oavemen: CITY ENGINEER 6Y: � � DATENO. 2 % Ic res po Y g• riot to work on excavation to determine exact location of all rules and`r�egviations adopted pursuant thereto at the time this Centrac.or is CITY ENGINEER RC.E N4. 21g1 lines affecting this work, whether or not shown hereon, and awarded. �'3 Indicates Construct A.C. PaveRrent for an damage or protection Of these lines. DESIGN �_ D KING, INC RECOMMENDED N 0. �xinG c��sR E.'o' sr.: s11,,* 120 y NOTE. • _�_.� Indicates Overlay Exist'.ny A.C. ?avemen': o1,ra��o, coilr. 9iO4g The contractor shall call in a location request to W DRAWN 17'4> 983-5492 SHEET Under round Service Alert. (U.S.A.) Phone 1-800-422-4133 The Contractor shall verify the location of ;411 ex4stin5 utilities within the Indicated Feather to Ooin Existing A.0 ?allemEnt prior to digging. No construction limits of construction and shall notify the (ngineei -of any deviati,;n from the CATHER C.C. P. /I � OF � two .( ) working days pep ermit issued by Public Works Department shall be valid location shown on the plans prior to construction of 'iRrtproveReents in the -T-1 , i�o6L- P ��- � ; ►. _,� ,ndica.es Construct IZ.C.C. Sidewa'k CHECKED � � n DaAwi►�c No De Leuw, Cather & Company �-R.CE NO ; involving underground facilities unless the applicant has an vicinity thereof. _ _ _ entification number issued by U.S.A. s - _ Y ` Q - Engineers and Planners San Francisco, California DATE is Y - _ 1007 R i � I 21 v C� ARiPf� ¢ --#--�j P4-A"( pEp GO,MP/iCie17 VAR•G 'f0 MCE R.A�E • � (b'K11N) f;A1tT1+ k14TER-Ih�- � 1rXl�0?l4G(lo% MAX.) 2 801* VAX- ii _ • f, • s p G/AYCOXSK3oG g • 0 W, a A 2 2 a L- �/AR1 t;S 18 GM P A. I N PIPE Iti APF't.lGAb1-r otJ Y At Tt� O MWD PKIVEWAY AND FIAT 6'0P 5W-Tlo1y �ASTsId� of A�1twIKGht ave.PLAT bBD. (57; 5i4T• 5eF Iq ) Q P. C_.0. BENCH GUTTER 17 Rgr.'To Gil`(STD.¢W 515 F&F 10' I 10' v 7' 9.5 3� OF- 1NI.E'T APR-N. (WCA-MPAT 3` Q.y 7' SCA L� Tl+� rJ(J�f?f SfvE dF TNS�lAT pED•> � -To e-ITr it 917 For. 2 23 2' 4' 1 40' MWD C-*mr O TTHE� 9--,-r G PATOr- kA � ' F (Wwrev AT 114t`hoUTH ',% er- T 1�te FLAT bED.) o ADS �I,OP� A5 SHOWN � I I tl 2°� 23L..M"M - tf: '1 (dLrfTER PrR M AI t, ABcN� �X POr�O A 1 N i lrl A ` p.c.c. eeNCH Gtrr-rER PER CtfAIV - 1=3 22 a -- SEGTIDN A-A, STA . 53 + 36 TO 55 + 35 W. PKWY STA . 54 + 10 TO 55 + 46 E. PKWY. NO'S - Y. MWD INGRESS / EGRESS PLAN 1%OR (�/W I Y LOGA�ION I Sl A. (FIELD LOCA i E , CE OF MWD ESM 1.) vAR,ES SEE SHT. 5 of 9 �At5OOO -n . E-�O 4 C51q VAR,5co 1a / '10 10 1 0' /AR 3 QO' 7' I AO 1A� � 107 �rA. E50+00 10 550 30 A' X O.�j'O MIN - -_ �rR �r PI�AI-moi ' �LOPE 2,•f MqI k 29' 2 3 , 2q• py � ORAAGl �HOV�N ON w�- 0.6 1 P6 1.1 -(C "& pZIL �RA�� � hN0 W N ON �fRL;� PI�AN�i f* 1.10 TO T.C. X Le /EL, LAI-le -- - -- L,�v l5L LiH6 E (, P� p.C.c. g�NCN AL1 f'ft✓R PI;R OE'(A1{. v ( �XPos�(� A�aEi. �iNi�iN CROI.lti1D o•� MIN. 13'O - $ 1� STREET CONSTRUCTION NOTES f✓X'I�'f. 10' M1N. VAR. A' VAR. 5 I 5 i 6 -V* 1 CONSTRUCT 0.40' A.C. PAVEMENT OVER 0.60' AGGREGATE BASE. 4105-v V-9.5' 6 , �bI,pP15 Cf�?UND,NE! 5' 2% F ?K 2 CONSTRUCT 0.25' A.C. PAVEMENT 0UE2 O.� P1(' AOOCATV- Mne 3 CONSTRUCT VARIABLE A.C. OVERLAY (0. 10' MINIMUM) . M5t5-r 511iK OROU i0 , �P� I r ' 1 I �A, 41*. 0 4 CONSTRUCT A.C. BERM. 1 5 CONSTRUCT P.C.C. CURB ONLY PER CITY STD. DWG. NO. 301. o 50+00 5'f . A•4+ T 1 Q-TRAN�it'r10N 13 TO n A SC? 3 � O 28 g 53+r00 2:1 1A' 2:1 66 CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STD. DWG. NO. 303. 5�� FLAN �R NGS R/W LOGA-r10N vA R AI 10 MEE1 6)(11*f. �A+10 4.7:1 7' 1.F_7 7 CONSTRUCT P.C.C. SIDEWALK AND RAMP PER CITY STD DWG. NO. 310. R/1,y ,3'O , -8.5' 65, 23 1N. � G{20UND 1.10: 7' 1.6'� O CONSTRUCT 4' P.C.C. SIDEWALK PER CITY STD. DWG. N0. 304. TEMP. R1�,►tf Etar>SY -o R/w STA. 47+ 50 TO 49 + 50 W. PKWY. MILLIKEN AVENUE � �P �+00 2: 4 IX 2:9 9 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. DWG. N0. 306. �� ���� 10 CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY STD. DWG. N0. 518. ,a ,3'-fo r%>;NG>% A. o STA. 39 + 67- 81 TO STA. 64 + 15. 89 ��` 5� 2g' 11 12 CONSTRUCT MANHOLI%DER ANDIPE AajuG-rDULE-ro 4-W-� 0 Io' MIN. Arai. 4' VAR• 53+ 00 2:1 1A' 2:1 ?f , 13 ADJUST STORM DRAIN MANHOLE TO GRADE. � 0.5 3'-a.�' S3+3la 2.1 : 1 7 '!.5: 1 �4k. 13 ® R/vw 14 -f0 R�LOCAT�D f JR5 :2!.f 6' 1 6 ro R/w 15 CONSTRUCT P.C.C. UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 507. 5535 1.10 : 1 7 TSP R,Car•fif �o 1Q eiI.OF� CR�UNDINC � M 1 xi 1 \/A16 CONSTRUCT 2 GALVANIZED STANDARD STEEL PIPE HANDRAIL •4 -- k 510+ 00 2:1 �A 2.t 29'0 i * r PI &O UN W el >>✓ & LIN 1 r3 10 ��NGE r- NG15 1-OGA-r,ON , 17 CONSTRUCT P.C.C. BENCH GUTTER PER DETAIL SHEET 2) . V O �W AR ll va 10 M1E.1. UZ53 .5 0 -S STA . 43 +90 TO 49 + 50 E. PKWY. roll �LOPI: ROLIN D1 NFa 1q GoN�t�IG-r (D N 1 N CSI-4A1 N (,9 N K r!%NG� 1OGONSTF-UGT lCo'WIDE X 40'LOfJG FLAT 6F-D FOF, MWV lf`l6�Es5/E6KE55 STA. 40 + 20 TO 47 + 50 W. PKWY. 60 - 2 60 1'�Kr'a5�h (4 Pt,a�N ON SttT 5 OF 19) 13 th 47 13 6 8 Zl PK0Vlt7� Co' X(Co' DOi1L3LE LZAF CRAW LINK- 6ATE . VA E2. 13 @ rJ(A- A&+ 60 z v ' VAR. ' ' ' vG! ' AR Q G10 R A• vnR © 7 7 QO •I n 0 28' @ 51A. A7+ 0.5' 3' -8,5' 2I Q 1Q TO T I - O.Ofa TO 0.10' 3'-S.5' 0.5' O PKOVIDt✓ lg 'C-Mr f IPE , /o Vlf ' '5i0M . (ZEF�(� TD GIT` 6' �}3 -- q 6� ciTD. DW(O . NO. 515 pKD 517 FOO- INLIET ^rg-0N MP CNert •FAY 0.�9 , A STA. 40 + 28 TO 43+90 E. PKWY. dISSIPATO{z (��SPEGTLVE�-Y• 23 rl-AGE ff L i 1 o K Gd VTKOL fLAtiI --ET AW N6 e( F!E S F.ETW rE fq --, OrA. 04"?0 5TQ . 48 +qa± . To STS.. X04+ 15+ ru-ru RE 61 DxwAI.K 5 >✓xi err 1 M�RoiEM�N'foi o� g A GLIT 7 JO 1 N SIAM L 015. 0.12'SUF-FAcE GOUtZeiE A.C. OVEN 0.2b' PA5F- GOURS>: a.G. �L1TUR� PAVI%MEN'( jlE 5RAtL l3lr O.25 SuF-f=Ae:F- Got}K�iE A G REMOVAL NOTES; AO REMOVE A.C. PAVEMENT MILLIKEN AVENUE O REMOVE P.C.C. CURB ONLY OD REMOVE P.C.C. SIDEWALK STA. 33+ 20.47 TO STA. 35 +76.27 REMOVE P.C.C. CURB a GUTTER Ri`nr (00' I ?r lag' HT1 A71 13' DESCRIPTION OF REVISION DATE P vAAPOR A' vA i�✓ 1VAR1 % Ao0, CITY OF RANCHO CUCA.MONGA SEE PLAN FOR \ L DCA T/O/V VAR. 2 3 �x1 . NOf�(H 1roL,AND I NG , G�1 , 1.(otl 051 r5l TOM6F-T MILLIKEN AVE UNDERPASS �X1Grr. C✓1DEwALK \ A \/AR1[:� 0.329'0 10 O.L3A% GuK I I �xrsrlN� 2:1 MAX. ' l `I-ii -- MAX. 2= , � __ - _ - 2 , 2% T P - _2•� 'T u�os I C A L SECTIONS. . eco u lO 5 APPROVED BY: 1 DATE: /9 90 �l..l'fU R� 1 M 1�ROv�M 1-�'ry A l �A -GLt( O tit `> 21817 W J 1 �r F �, D (SEE /r'LAN fOR CITY ENGINEER RCE. NO. SIXTH STREET 1 LOCAT/ONS) DESIGN ������ L.D. KING, INC. RECOMMENDED 2151 E.'D' St., Suite 120A � �' Ontario, Calif. 91764 �� STA. 54+ 03 TO STA. 55+95 MILLIKEN AV E N U E DRAWN (714) 988-5492 SHEET A. t 4 TO STA. 9 +72- . 97 D Ei M 2 ST 27 86. 8 2 of CHECKED Z-106 2- DRAWING N0. C.E. NO DATE G LXP �'3O'g3 •� 1007 - R '' r . i. i' t , .,.. .i. , t 1 t, , I-. .l..._�,:. 1..,.1•...1... :1.., }, } . .{., .t... .-t. y ' �'� I . ' !-L, _ 1 -i ._ .. .}_, I .,1..._�.-.. .-I... I __I 1 11.1, . i . b I ?A,+�.4� i � I � � { -I-.. . I i . . y I F: 1 .;,.j., ...I .i:. .� 1... }. .1..,_ � .. " 1 I i j ti I 72.21_ �. 0� q ! , D ! ... _L._. �_ .�..., �.. 1r F•• ►- 1p Q� V 01 1.fl .A w N 1•+ O 131 Q71 5L�7' 13� p ` ♦ .. I ! .I .. • i i I " j ! - N ~ , �o ;. , !_r.t.. .r..I.,._.r_...�. T_. I.....i, ,.i. ..l_, :,.:L._.,..� :3 u I s m yo I O I i I I i I I j J .� .i o : : I . N tN)1 tNJ1 cNi1 tat CNj, p W 1Wi1 + w D ' 1 m : } 2 4- ! I ..I. 1 1 1 . 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Asph. * ,\Y4�- \,A � Q ,q Ar m" .. i � . APF4 MW-e AP�4 eqq-q K-V� I J�- Q \� .I 114 :i 6 - DE"IPTION OF REVISION 9ATa I r ! .q�q "- w . \ . v w z 14 \\ � 4- - . 98. \ ,-- //00 . k.)!Q "m \3,rL DG. (�, - - r- . \ I . . \iw 9 - - - I �/7� .w 1< STREET CURVE DATA -% \ ;e �/ . A PH M- (11bl-1A . \1-,V A Pw VA-41W- " 15 CITY OF RANCHO CUCAMONGA \ 1.10 \ 00 I A. - 0 Z� a T 0 Z� a c T \��\ In I gmf%&Im s L \ I . � ,,,��h, ,;� --- . MILLIKEN AfENUE UNDEINMO 1 "033'10" 35.00' 55.32' 35.34' 13 \ -x e Ln \ T CONSTRUCTEM NOTES f 99.3 1 . I ,\ �, \ to-, 'I-, RUJC. M.P. 95.6 5 'I-, - - 'I W \ \ 1Z , 157-24'050 1.00, 2.75' 5.00, 14 \\\Idt . - -� , \ \ N1\ I (D 5.39, is i fe ** -* @ �v- CONSTRUCT 0.40'A.C. PAVEMENT OVER 0.601 AGGREGATE BASE. 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A - --- I I :j i I I vil - I - It I I I I I f 1-0 � i = I' f I I . , .L - - P, � I I I � A�_ .- * 0 . �_ , I il;--;;;.r f - 4 I � I - i I I I ' "_" 1 '_1_>lj l__r _ _ I � I , 7 1 . . � I 9 I I \ I I . . 1 . 1007 -R I . -.- . - . . . . - - 0 4149 BRGS.ABUT.1 36'-10" (BRIDGE EY) 10'-11" 1 151-011 I 10'-11" I I 9 -1111 9'-11" ' \ s , � �-6.f /� PIER 2 COL. & FUTURE TRACK (BRIDGE EY) I A.T. & S.F.TK. , BRGS.ABUT.3 6'CHAIN LINK (BRIDGE EY) � WATERPROOFING T/R CONCRETE WALKWAY i MEMBRANE , u ' RAILING (TYP) 67!/1a i �� LOOSE BALLAST SP'4N •23'Sg" �1/2" SPACE i '0' i RETAINER (TYP) BETWEEN BOXES (TOLERANCE) j I NOTE: 6" 5ALLA5T 19YCoNTRAGTD AGGR ELATES SE GL AI55 2, �sg �- �� BRIDGE EY t✓j/ , 5 ;� 3p TRACK (EAST LEG OF WYE) SPvR, TR K- � 19 I / M P. 95+ 3400.28 LUMINAIRES SEE i _1 ELECTRICAL DWGS. E5. 765+33.20 i� i BR •Qs <c/ ' / Ot BRIDGE EY PRECAST/PRESTRESSED 6 :MP g5t34-oo. •28 v i� MJ LIk EE N�y,S 8 / /� CONCRETE BOX GIRDERS TOP OF CUT •BASAD v, 6'-0"x4'-0" COL. 3'-6" WIDE (9 TOTAL) U cArLlE. D(VN (TYP) (TYPICAL) BRGS.ABUT.1 PIER TEXTURE (BRIDGE ML) - i 781-511 785n i SPAN 1 ,' SPAN 2 •/ r-----------1-i------r-j-------------- --- --------- i °3� 1 1 ' i . t BRGS.ABUT.3 ' -- __ , ' i� , �, (BRIDGE ML) !------- ------------------------------------------------ ----' AT & SF. MAIN LINE �_j '71 , TYPICAL SECTION (LOOKING EAST) TO LOS ANGELES ' E- -- BRIDGE ----_---% --------____— __ / -_- / - ' _-- TO SAN BERNARDINO ----------- , - _10L-------------------- f - , BRIDGE ML J 4 Q 4 8 12 FUTURE TRACK , , ,, � , � — 16 110tv 111111111 scale feet 70 1 / ' VS- s8 •]�/ 1>1 �, i BRIDGE ML I MILLIKEN AVE. 22'-gt1 T/R 1124.0* I T/R EAST 111_411 11'_4" WEST I 10'-411 I 10'-4' i CLA.T.&S.F.TK. BRIDGE & COL. 6'CHAIN LINK ' 3 ,+ RAILING (TYP) CONCRETE WALKWAY T/R , ' Co 8- MAX. PLAN ' ij 0-10 , 20 10 0 10 20 i 1 - 20 I scale feet WATERPROOFING LOOSE BALLAST MEMBRANE 5� RETAINER (TYP) I/2" SPACE BETWEEN i PROFILE GRADE 139 511 . BACK-TO-BACK ABUTMENT (BRIDGE EY) BOXES (TOLERANCE) A.T .& S,F ,R.Y .TRACK I 161'- 4!'+- BACK-TO-BACK ABUTMENT (BRIDGE ML) PRECAST/PRESTRESSED LUMINAIRES SEE N.T.S. CONCRETE BOX GIRDERS 0 ELECTRICAL DWGS. TOP OF RAIL 3'-6" WIDE (5 TOTAL) _ (ONE ON EACH SIDE) _ _ -- _ _ rr 1L - - -- HANDRAILING -i v } ' 1.5' 8'-Q"x4'-Q" COL. N Z MILLIKEN AVE. °p " (NORMAL) (TYP) 2Y -- 21TEXTURE (TyP) 1.5 1 ' TEXTURE ---------I �- --� (NORIv IL - UNDERBRIDGE SLOPE 2 PIER ABUT. 3 ABUT. I - 300' V.C. 1 1 I I r--___J__L__--_--_L_L—_—_—� IO RET WALL DELETED WINGWALLS ADDED 4-26-91 9- AT & SF I DESCRIPTION OF REVISION DATE CITY ELEVATION PROPOSED TRACK i APPROVED FUTURE NORTH `--------------- l CITY OF RANCHO CUCAMONGA Mimi 20 10 0 10 20 SOUTH TRACK—.1� so- scale 1" 20' feet TYPICAL SECTION (LOOKING EAST) MILLIKEN AVENUE UNDERPASS OFSWYLE EGI I BRIDGE EY 0 A.T. & S.F.RY. PUC*2 -95.66 I �/ 4 0 4 8 12 GENERAL PLAN & ELEVATION 716 11 11 Q 11 c scale feet DATE APPROVED BY CITY ENGINEER R.C.E.N0. 21 17 U PROFILE GRADE Z DEFGSOUSA �"F�W ��MENDED — --- MILLIKEN AVENUE CAT�HER DRAWN N Leuw,Cother 6 Company SNEET�Q N.T.S. CADO/E.M0$0 Engineers and Planners. Son Francisco.Cofifornia 6-71 71 OF- —'5— CHECKED I R.C.E.No 741A¢ DRAW—INC NO.. s- E. 1001?O pA nq FILE NO 3917-11 1 { i t f 1 i # l } , 3 ttT } j yIj • ....1 { + { r , I + - -- -- _ - - -- - -- - - - - -- - - - -+-- --- - - - - - _. -1- -k- 1 } - - -- } 1 i I 1 t .- i ` r I 1 I i 1 I { i { { { ♦ { TI t 1 1 i t f i IT f i t , � + I j i I , # + 1 + 1 i.. { , r , , r , - - - - -- - - - -�-- - - - - -+ -+ - - - - + - - - _ _. - i -- 1 - - -- - - - I } i j} 1T - }- j} + + ` r 1 j _ + _._ r � t � 1 + _.1 i + ` , � { { ; �' I � i i - } t � � { �t � j ` � { : r i ' i { t � - � . .. .`-__ j- - ` { j } - i + j.. { i i _ _ _ - - -- + I I , 1 I ! I { } t 1 1 j { j I t i 1 { t / , 1 i t i i t _4 - # {1 T + 1 ri t 1 { i __ -. __ _-.-.-�-_-�. _. _.Y , .. ♦ _.-t-- - ..-� -_._.-�..--t-. ..�. __.�. _ .tT __. .. ...+ -_. _.__._�_..... � , � .. , � _ r .._ ♦ _. _ ..� _.,-.- .. .{ .. _...� i. -+ _� .._� �. 4 �. +. t ♦. ' -� _.+ _-i i_ y "t_ Y- ' TT_ - _ _ -"�.. _-f--L - �_ f t I { j r , r + - t I I 1 + . : f - I i { 1 t 1 i 1 1 1 1 II 77il � F l} 1 } }t T "i t f �- - } t j ; - ' {1} 1 1 *'� ; � t 4 -Y i I , � �, { It f f I II 1 1` # i t F �i - - - } ! I Ll i f t r 1 t 1 i f 1 { + 1 t t I 1 1 / ( 1 } } i 1 1 1 1 i f i f -�`--r- 11 ; ' I I 1 " i ; -- - - -- - - -- - - - - - --- --{ - -- ._ - -I- _4 + _t- - - - _ - - - f - } -t -- - -{ -- - - - t - - - + 1 i t7 , • i i i I t ! - -- I f l j {t 1 1 i� r f --4 J - - - - - - �- T + f i 11J I 3 # , r i r J� • moi � � � • I { t , t f i L- : , } S i , ' f -- I J 9 ? } 701 { i ' I I 6-I O Rt I Z. ' 40' t , 1 i 11 i , { { 53 54 55 56 VERT • = 57 58 59 STREET CONSTRUCTION NOTES BENCH MARK NO. //2 PLAN SCALE '( 1 Construct 0.AO' A.C. pavement over 0.60' aggregate base. R. R. SPIKE IN POLE NO. .309950 E. AT THE N.W. CORNER OF HAVEN AVE. . ��. Construct 0.25 A.C. pavement, oi�R 0.�31 A,�aFR�C{A-f� �0� Ill = 401 0 AND SIXTH ST. • „� F 03 Construct variable A.C. overlay (0.10' minimum). 4 Construct A.C. berm. £LEV. /073. 229 SEE a�'f-l�E7r 3 14 5 Construct P.C.C. curb only per City Std. Dwg. No. 301. /O° �' to ' w w nix ' 6 Construct P.C.C. curb and gutter per City Std. Dwg. No. 303. 51� 9� •� � QC 111 Y w -� 07 Construct P.C.C. sidewalk and ramp per City Std. Dwg. No. A-7' 310. PY! 8 Construct 4' P.C.C. sidewalk per City Std. Dwg. No. 304. J I o v o 9 Construct P.C.C. drive approach per City Std. Dwg. No. 306. F:`N14 � � 1 e � � v �0 x� � z � � � �� ° v � X�"3uZ S '�' R tov� NOf A ?I-l� .rfl? �( I I 1 " p v r- - U _ Us 10 Construct P.C.C. local depression per City Std. Dwg. No. 518. IGH ; ( `� + + .+ Q �k � ~ N 6 > q J� -°�I-W ,� 11 Construct 6" P.V.C. bleeder pipe (Schedule 40). , T W W M A 1 L boy, A'IATCh' L/NE Q ESHEET 3 g 1� 8 -� �� , t d 9t1 -� ��ni Z ® WG0F4CiTRUCf MAK IPOI�� AHO AAJU�f -To CRAM I� �. D I 8 :T 0 Z = y p ��'" o 13 Adjust storm drain manhole to grade. t� e�X { � T ,oNT of "-FP-r- �Q I%5n. x 6NO rZq Jo u `" ® To � 1?5L'0 ,A-r5o � pTH�Rh(�T T LIC*T C:OND"UIT5 AND N �+Ma- ae t �p140N p1NG.No. (ori 30-ro713, NOTIFY I;DrSONs iNyp6e7otz bEF�IzC PMH& ANY WoKK ( KF-NVVA� ` IZCrot�►TIoN�. - __, — _ _ - '=-_ — -' _ --: ;. 15 Construct P.C.C. under sidewalk drain per City Std. Dwg. No. AL- . e - a3' 597. Biu _ ��1 _ 16 Construct 2" galvanized standard steel pipe handrail _ I `A S/X TH , m 17 Construct P.C.C. bench gutter per detail (sheet 2). 3. �2 �a �.H•H. ��=- — L STREET /X Tll - STREE _ —r,7 _ _ - 18 Future street light. -- -- — .---�-- WO "Au- fr- o Iz f4.G. 0&r- O•ze ¢A-fr A•C- X Q **.K 54u- M 0.25' 51. 9PAeF- e-OLIP5r A-4:- I �+ DESCRIPTION OF REVISION DATE CITY v ` X APPROVED REMOVAL NOTES CITY OF RANCHO CUCAMONGA AO Remove A.C. pavement. MILLIKEN AVENUE UNDERPASS 6 Remove P.C.C. curb only. P,U�. M.P. 95.6 �✓f(��� GURV� OAA @) Remove A.C. berm. ' OD o R -r Remove P.C.C. sidewalk. STREET PLAN AND PROFILE ® � i3,Wmoo, ��, E Remove barricade. STA. 53+07. 86 TO STA. 59+ X4.50 • OFRemove P.C.C. curb and gutter. 1 r r APPROVED BY: DATE: /9 ® 35r3� lAq.00 4.15 Q•b7 CITY ENGINEER RC N0. 21 17 L�CInG INC. RECOMMENDED 200.00' 42.5d (0271 DESIGN L.D. KING. 2151 E. St., Suite 120A N Ontorio,Cold. 91764 -q0 DRAWN (714) 988-5492 SHEET - D.G.M. 7 , • OFA CHECKED *4 .C.E.f10 DRAWING N0. DATE � q�,30 1 1007 - R c,Q0 41W p ABUT. 3 B'2 0 • _ r4ST WYE PIER 2 RETAIN WALL ABUT. I �'�-qc, • � � 5• ABUT. 3 1•� PIER 2 F v �>4 J F Z 41 ABUT. I NOTE PLAN- /. Elevations obtained from topographic plan Scale 11r40` De Leuw Cather" 913187 2. No groundwater encountered. W W J � Z W Q 8-2 //30 E/. //24.5 1 e„ f' ( //23.0 (SM)Tpn, me to coarse SILTY SAND with E/. ia" (SM)Tan fine SILTY SAND with organic materia/ GROUND SURFACE PROF/LE grovel and cobbles-Fill. and scattered gravel-FiII. - ">Rzz ���„ (SM)Light brown,fine SILTY SAND. - - - E/. ///9.O 8„ l/20 Ton, fine S/LTY SAND. M) Ton,fine to coarse S/LTY SAND with s �M) scattered grovel and cobbles -Fill. a (SP) Gray-ton,fine to medium SAND with SEBULK increasing silt 105.3 2.4 :7--,.- 2 2.5 scattered gravel. ;.; (SP) Gray-tan,fine SAND with silt and grovel. @S=3 1 2.5 (SP) Gro tan fine to coarse SAND with -; ;,;Q' (SP) Gray- ton,fine to coarse GRAVELLY SAND and ssilt., rave/g ///0 1127.911.7 3 2.5 with silt and cobbles. SE 4 BULK cobbles S 5 BULK SM)Groy-ton,fine SILTY SAND with caliche. 126.5 1.9 3 2.5 103.9 8.6 T; 5 ySM Semicom act tan fine SIL TY SAND. //00 i 7BULK (SM-ML)Compact,red-ton,fine S/LTYSAND. ' 4 1.4 14 S 110.8 13.0 6 2.5 SM)Compact,red-brown,fine SILTY SAND .. 8 BULK with c/o and caliche. 9 1.4 34 SS C S 108.1 I I.0 '�'� 5 2.5 ti: 7 I a 22 y :: (SM)'Interlayered semicompact,tan,fine S 101.7 7.5 ; l0 2 5 SMI Compact,tbn,fine SILTY SAND. 6 1.4 I7 SILTY SAND an d(ML) ton SANDY S/LT. S 110.9 8.1 2.5 (SP)Compact,ton fine to medium SAND with 100.4 19.0 ` 7 2.5 /090 o : 9 i:a 3o scattered gravel. S 11 1.4 25 8 1.4 23 106.6 6.310 2.5 o+ c s Iol.5 8.0 9 2.5 (SM)Compact to dense, ton, fine SILTY SAND. I I 1.4 33 s lose4.s L 1212--51(SP)Groy -ton, fine to medium SAND. f: 10 1.4 77 S 104.2 6.6 12 2.5 (SM)Com act tan fine SILTY SAND. 0;'0 grove/ 99.9 14.4 II 2.5 /080 �; . 13 I.a 3o SM)Compact,ton,fine SILTY SAND. f 12 i.a 23 �•: S 10 6. 6.3 •',;pa��]036 SM Com act to dense red-brown fine 15 1.4 26 V 15 2.5 a era son an grove S/LTY SAND. /070 Pee S 98.2 15.6 15 2.5 �.• 4 - '` 16 1.4 3 /011187 (SM)Compact,red-brown,fine SILTY SAND. 16 1.4 25 9128187 17 2.5 /060 - PROF/LE Sco/e Horir. /,vv/o, 9128187 Vert. - _ LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATIONS MOORE s TABER UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring ROTARY BORING PENETRATION TEST CONSULTING ENGINEERS AND GEOLOGISTS Pt OH CH MH OL I CL I ML SC I SM SP SW GC GM GP I GW FOR SOILS Location i NN tl _ Loco on Sands with fines Chan sands Gravis with fines Clean grovels ^' Peat ze Rota borin B"No• - rY q Approved - /� /87 //Z Gravel P ( J08 N. H B-No. �'Iy sit»one a stns one e > >Ix°yotlnes �96nn•s >12°/atlnH <5%fln•: . © organic molter Top hole elev. B Na �I7�-��'��%' Ltquldl4nit r•aferthonl0 Liquid limit less , o Accordin to the Standard Penetration Test organlc g 2•� REGISTERED CIVIL ENGINEER No. soils g � Sands-more than SO /o of coarse, Grovels-more than SO loot coarse :.•• � Oiomond Core bOrin Top hole elqP ;; 'd ��II q Moisture (96 dry wt.) Casing fraction Is smaller thanNQ4 sleve. fraction is larger than NQ4sl•v•. ;-Y. Sand : Fill material N� of bows Granular Cohesive Set Sample number Pushed Fin. grained sail. Coarse grained soil. :. Auger boring Dry density (lbs./cu.ft.) Size Of sample (inches) DE LEUM CA THER 8 COMPANY (More than 5096 is smaller than Ne 200 sl•vs) (More than 50°J6 is larger than NQ 200sI•w) 10 Unconfin ed compressive � 'It 0 5 Ver loose V r ft ® St Shale Y Very soft lows r foot 11 Eof feproll� tion OD B pe 00 LABORATORY CLASSIFICATION CRITERIA © IM Blows per fbot Cc. I 6-10 Loose Soft ® Sompl'� boring strength (tans/sq.ft. - (Using a 140Ib hammer 191Y driving ro til/� ,�/KEN AVE. UNDERPA S S XW ewend 9N►- • �-greater than 4 for Gw a e forsw; (o'°� between Is � Designates other soils tests (Using 140 Ib. 20 o CH opop x o.D Cay � : Sandstone II -20 Sem;compact Stiff ;�; Jet boring C- Consolidation �� 30 drop) hammer with >ZI , GP end SP-Ctaen gravel or send not meeting requirements for Gw and SW. C 2.4 5 4 I 1.4 65 30"drop) 1 30 A T A•I• S. F. RY �� Sandy clay or � �'-'� S- Direct shear t3c . OM and SM-Atterb•rg limits below Ila. or P I. lora then 4. clo a sand Limestone Very ; Test pit -'ws_T-_ Conformable material change 1>z RANCHO CUCAMONGA CA 21 -35 Compact Ve stiff = GC and SC-Atterberg limits above"A*Ila• with P 1.greater, then T. Y y -� E - Expansion Elevation 3 M and MH Approximate material change t3 • Fines (slit or clay) Fin• Mrdium Flne Coarse obDlet enuidtrs ;J� Sandy slit Or ®MelamarphiC 36-70 Dense Hard ® 21/ 'Cone penetrometer T-Triaxial compression Date 110 Unconformable material change LOG O F TEST BORINGS s L sand sand Bond ravel ravel silty sand rock SS-Soluble sulphate 31 b o ' r ;n >M Ver dense Ver hard • _ THESE BORING LOG SUMMARIES APPLY ONLY AT THE TIME _ I l g � Siert size: g - � rA Y Y I CO CorrOsivlTy _ MLS , ,� Silty clay or OQ 2 /Q Cone penetrometer Igneous rock AND LOCATION INDICATED SUBSURFACE CONDITIONS Classification of earth materials shown on this shoot i• boaed on field inapection and clayey silt MA-Mechanical analysis Date of Date 20 40 BY A.LS. D a an ao eD aD 60 70 ID QD IOD MAY DIFFER AT OTHER LOCATIONS AND TIMES. Scale As Shown Dotr 3 Drawing rto. LIQUID LIMIT should not be construed to imp! laboratory analysis unless so stated. SE-Sand equivalent boring Blows per foot �� / -8� Check b y , y✓.IV1.E: �S SHEETS-2) 2/ of 5 f i At3UT. 1 � BRCS.ABUT. ,-TO STDRM SEWER 2 91I'-01 7 , � SEE CIVIL DWG5, ++~ ► ,I STRUCTURE 1-0 1-01 r Z2 EXP.JT '�' 2++ ABUT 3 -- �a -5 �►G.. 14- 2 I 3-(1/2 -- - _ �SEE DWG.5-6 FOR - --- - - - - - - - - - - - - RECESSES IN TOP x5 (F I S'' ; -- OF PARAPET ---- - I �- #a t TYP.) , .I �t15(TyP) ; EXTEND vERr CALS CAP END i ,r 5-G; 2-O it \ , 5 n=o �G►� - t I'-4" @ WA.LKWAY5. ;- --+-- DAMPROOM NG r 1 +� , N ��' _�_;�-_ S-';_ j CDNSI R• ..►T _ T _ 7 - i - -3-6�23-6�? 3-��2 2-10 3-��2 3-6/23-6/2 2-I1/2 - ' 111 ~O --- - -- - - -- - - -- - -- --- ---- -- - - - - --- - --- - - - ----- - - I' + i' ' Oi aat 5 JOINT 9 p , ; ' ' `� _ W.4TERPRC?►OFtNC� CD I 2 EXPJT. ; PIPE NAWDRAlIr�l I(TyP.) 5 CTUT8) N i I ; PSP I I - I Ya -- ----, I SLOPE 1 10 �'' 1'-- - -qtr - ---�' I• K s @ 3 I I ,i + .i TEXTURE -- �O I = 1 EXP JT. 5 - - - �y - 3_ VERTICAL RISER I p I ,+ �-T- ADD .*5 9 l, t W/n PERFo Ar14N5 - I N (Tyf? , I \_ 4 CAST IRON t #5,�- @ 2 -- \ PIP,, C-) X12 ' I ------ - - �- 5 L7 CTOT:4) r7t ;41, - to -° a t2j-ALT. . SECTIONrA #5% � 10 13 27ca xItELASTUMERIC 29 30BRG.PAD. BOND TO BRG. _�_ _ �5- 5 DOWELEDSEAT & BOTTOM OF BEAM - --I --- --- � INTO FooTINGW17H EPDXY. PADS TO NAVE ' I ; � - BOX GIRDEREn �� �. G-16 '� '"EEL. LAMiMATE EQ UA LLy SPA CED. TyP. ! I ( _� r ----- - ~ 11L- -- .-h JOINT 9 F►_.acES EACH ABUT. -� #5(71/p) WArERPRonI-ING 1 =C __o! (TYP) I + . =� I •`� `-�� � _ � � �9 ALT. W st1O CTAP m i 1'-10` �.-- - I ' � ! nor -.� 3' cLR. '.w9 C12'� 3-8 35PA.C3-G/2 = 10-7/2 3SPA.C3-6/2 - IO-7/2 I 3-G/2 i 1�10"` 4SPA.0 %2' = SPA. 3' G/lig- 14!-2" I t�10� 2�5' `' ( r ; SECTION C �� - --- - � BR.G5.ABur _ -.— — _ - oil 2-0 3 - t o S-3 _ �t5 /8 W-DIMENSION5 BETWEEN ( BRG.PAD SPACINGS (BRG. PAD SI`'/-tf�ING ; _�� (TYP) C BEARINGS BASED ON NOMINAL w1orH OF Box \� .� � ; ,► GIRDERS + '/2" rOLEFZANCE I \ , ADD #5 1 9 BETWEEN EA.PAID OF ADJACENT GIRDERS. — 1- \ _ _- TYP. AT A.Bur_ & PIER �' , „ ` _-] � 5 � 6• ADD �5 0 @ 18 SEE DETA►�P _ 2_5 ---- — -- - -- _--- - -- - 12 4 - - - 1 - FOOTi NGCrol 0 - SECT N B - - - 1 - �__-- /8 = s'3 BEND IN FOLD ANN? PLAN 5 E SPL1GE AT MIPSPAN lt S_3 �5— S �ta i BRG.ABMT r EL.t 1L4.12 n Ex P •!r, - - �% G EL.1124.22 29-6 �- - -- - Sv�t2 �t8 @6 STRUCTURE S-3 =� I *G tvtATCN WALK CURB -2 - 4 -2-#t01-1 I �t5@ISO_ / j CONFIGURATION ON SE-Al" '15 EL I IS-93 I ---- - - - - --- - - - - - - - - - --- - -- - - - - - - - - - - --- --- - --- - -- - ----- _ �sns + ABLjT-5. t Z3 s#SC+6 -- i I - .;; fi �� �'�� ' , . ' '� �' -m 5L1e18 Ir i 2 EXP. JT. Ilj I ( I' 9 FILLER �, I �� I I I 1 II, I , I IOr12 I.F. S-3 / III 15 @ IS''o•F I I1 , I � I � O 1 � 8 DOWELS - ' 1 CHAIN LINK RAILING I TEXTURE ON EXP05E7D ! I I I I #5 DOv4'EL5 -- CONCRETE FACES OF I . I' ► II �. I j + i I .II i 1 I i� F I j I I 2-gots SEE DETAIL j ABUTS. & WI NGWAL_LS. I I I h I j C II 1 G4L.V. ST g -lo;- 8-O (T`(P.) I l 2 4S , EEL _ I USE BURKE FORMT!�.�� P� i ,40JDRAtL TYF?) �% i I ' I -0(? 4(r OT X304 I I1 ( I ���(�I I I I II i� I �; I — I ort) SECTION D APPROVE• EQUAL. II I M r �i oil i,5 , - �' 1/4" I►-p..o0(o (TOT 2) 1 - i [ , i _ I i_ 1 + -- 'L1 `C � L SLOPE PAVING DELETED 5-15-916' 2 I c �-TE XTUR E lU nj RET.WALL DELETED & WINGWALL ADDED 4-26-91 ' ' I I i I 't0 DOWELS I.F. (Y �' 05 @ 18" clrY I 1 5 -0 I I 5-p, I tp-o I I ;;t5 DOWELS O.F. Q DESCRIPTION OF REVISION DATE APPROVED �- CITY OF RANCHO CUCAMONGA 4 DRAIN U fe IST MILLIKEN AVENUE UNDERPASS' #5 CTaT 2) VARIES AT A.T. & S.F.Ry.PUC.# 2-95.6B i I i I. ABUTMENTS 1 & 3-BRIDGE 'ML' EL. 1o95.51 i SECTIONrE -- 77 1/211_ 1#-o,► s-3 APPROVED 8Y: DATE ///ao • CITY ENGINEER R.C. 2 817 DESIGNED RECOMMENDED ELEVATIO (LOOKING EAsT) WINGW�,LL ELEVATION F�.SOUSA C w �t-, vs- clo N 1'- p' — DRAWN Do Leuw.Cother Company SHEET 22 E.M DE30 Englneers and Pkrmers o San Franc veoXc0fornia Lr CHECKED R.C.E.NO DRAWING NO. E . MOEEIO DATE Zl 6l 9 D FILE NO t -3-2"x k?-x1 jECASTOMERIC BRG. PAD W/ 3�Jg,O HOLE. BOND TO BRD. SEAT A 1307TION4 OF EAS; W/ EPDXY. PADS TO HAVE2-.f6�5 STEEL LAMINATES \ _. U A L I Y S P AC EDa TYP, 10 l LACES 1 M J 1-6 FACE OF CONCRETE V. STRUCTURE ' ! _ =�@ t2 ` N' TEXTURE \ \ FIELD BEND AS =-I 420_2" NECESSARY TO — j miss VERT'S• (TYF) IO HOOK (TYP.) e �+ \'\ +— 12 -5% 8 7% 8'-7% 12_5 , 1+ I ,- it . \, 506 ---'-- OUTER HOOP \, 2-011 BUNDLED LED 21-911 I 2,M9 11 61 _0 " ,t TIE DELETE \, SPREAD A5 NECESSARY DELETE TLP BAR OF \ TO CLEAR RESTRA11I`JFR5 STIFUZOP TO ACCOMODATE 1'-Q" 41_0+1 1'-0" VERTI CAL \,\ 73 � --- PIER RESTRAINER PIPE ,` " ' I� " ' " �\ ! 7 " ' �3 0 1 '1 ' A B��.j 13F�G5. WHERE REQUIRED. 1 3+_0++ 2✓1 4 �4-Q 4- /tb = 16- 3/4 3-5 /f6 35th-�4- /f6= 12-2 /i6 2-1 \,\ 29 10 \ � a �Tor. 4 ) BAGS. 610 F!ESTRAII�IER j • PIPE (TYP) , _ , so 4 3-06 (TYP.) i 0 CONT. E.F. I I I r �4 cv , PIER � I I - t o 0 _! _ ---- ------ ----t-- - ---- ---- --- -- ------- ---- - --1---- ------- ----- --- ------- � _ + J17 CIO] I #5 STIRRUP I cV � I ---- --- -- ------- W I _ ' a •\ I *11 l o %I6 '\ 4 SPA 4l-i3/i*�'= 16'-3 V4 2�t� AT TOP COLUMN- -- i � � �1 I (TOT. 24) 7 ' 3/��1 \ AT BASE COLUMN j/ COL. \ •\ -05 TIES C� LOOP HOOKS #5 TIES \ �--� AROUND BOTH OUTER H40F SECTION - PLAN A >k VERT;CAU BARS. SECTION e ++ ++ ++ + S-4 � I i + /� 1 -0 � /2 -1 -0 /12 1 l+-1+_01+ 44 PVC CONDUIT CONCEALED IN CONCRETE POUR— KEEPERS TO BE CAST AFTER i I GIRDERS ARE PLACED FACE OF EXTERIOR GENERAL MOTES LUMINAIRES COLUMN BOX GIRDER SEE ELECTRICAL DWCS. COLUMN DESIGN SPECIFICATIONS: AMERICAN RAILWAY ENGINEERING ASSOCIATION 'I COMPLETE TO JULY 1986. \ � � _ ._ �� ELASTOMERIC I STRUCTURE _ y�� (, AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS N BRG. PAD STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES 13TH EDITION DATED 1983. 9-911 CONT. CONSTRUCTION J . .- J4 I I _ CONSTRUCTION SPECIFICATIONS: STANDARD SPECIFICATIONS, STATE OF I j 8-*11 r----11'-6" i -� CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JANUARY 1988 . A 8-•11 x 41 -6 1 ! ! BUNDLED I I I 60GN ' LTy►ND11RD PLANS: PLANS SUPPLEMENTED BY STANDARD PLANS, STATE OF p S-4 ♦ 4'_p'' CONSTR. JT. " N CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JANUARY 1988 . EL. 1fi16.I , I I 9- fi 3 i EXP. JT FILLER I i j i ESIGN LOADING: COOPER' S E-80 -- — --------- iZ' ro L J m CONCRETE: REINFORCED CONCRETE: -- � 7' „ -LUMINAIRES(TYP) EQUALG SPACIN fl� 3500 psi ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS ro- Wro f� 1400 psi _u) N 10 PRESTRESSED CONCRETE: SEE DWG. S-9 REINFORCEMENT: -REINFORCING BARS: ASTM A615 DEFORMED, BILLET STEEL, 1 I I s� i-O GRADE 60 , FY=60,000 psi min, f,= 24, 000 psi. •5 �' 8 2-O *S Cf 0I8 �S LII Q DARE TO BE HENT ACCORDING TO MANUAL OF STANDARD PRACTICE, ACI. SPLICES +1 - MINIMUM LAP OF 45 DIA. FOR #8 BARS AND SMALLER; 60 DIA. FOR #9, #10 (TYP.) YP)i , 1 _Q AND #11 BARS. CONCRETE COVERAGE TO REINFORCING STEEL - 2” UNLESS NOTED !.� d �I: 11111 END VIEW OTHERWISE ON PLANS . 61-0110, rB (TYP) i S-4 I/�11, "-1'—Q'+ DETAILrc CONSTRUCTION JOINTS: NO CONSTRUCTION JOINTS TO BE USED EXCEPT BY rD PERMISSION OF ENGINEER OR AS SHOWN ON THE PLANS . TEXTURE WITH BURKE FORM ;� cj-s>� 1I N I „-1,-Q„ �j-4 FOUNDATIONS: ABUTMENTS, PIERS AND RETAINING WALLS TO BE SUPPORTED ON LINER NO, 304-= OR OvED I I 24-Off EA COL- w /2 SPREAD FOOTINGS. SEE SOILS REPORT FOR ALLOWABLE SOIL PERSSURES . T rs EQUAi._ . ALL �_ � _ I � I NO PL ICES 5 EACH COLUMN• - — 1 I- E3 EA CORNER I DIST OF STANDARD PLANS. A62-B,C, BO-3, B11-52. (T% P) 6'�C TYP) Pi ER COL. - I DATUM: SEE CIVIL DRAWINGS . ' QUANTITIES: SEE DRAWING NO. S-8 . ROUGHENED I I JOINT PRi OOF NG CONSTR. JT (TYP) CTAP) DESCRIPTION OF REVISION DATE APPROVED clTr i #7 Q 12 EACH WAY �r 10 !' EACH WAY CITY OF RANCHO CUCAMONGA e � Z EL.1094.00 __ --- - -- - - --- -- __ _ - - • _ _. -. --- - - _ �-_- - . MILL KEN AVENUE UNDERPASS =m 12-45/8! I7' - 2 /4" !2'45/81 11�-6" 0 A.T. & S.F.RY. PUC•2 -95.fi6 - -- 42'-0' QLow 23'-0` PIER 2-BRIDGE 'ML' U ELEVATION i SECTIONrD APPROVED BY' DATE 21817 (� C ENGINEER R.C.E.NO. I „-1,_Q„ yr L Q 12 �1+Ct VV'AY ��I _ I I_�'I �-4i DESIGNED It RECOMMENDED /4 ALL EXCEPT UNDER F. SO DeLEER - -- USA i � q E o COL. (TYF?) CATH R �. DRAWN De Leuw,Cother & Company SHEET Z3 E.MOBO Engineers and Plwv"rs• Son Froncisco,Caifornio 67 (w /7 CHECKED DRAWING NO. E. MOBODATE Z 9a FILE E NO 3917-11 771- 211 STRUCTURES SYMMETRIC SPAN 1 ABOUT CL PIER 2 25'_8" 25'_10" 25'_8" . -ItPIER 2 It ERGS.AF3UT. 1 It INTERIOR DIAPHRAGM O / ! ! /� BRIGS. a NUMBER IN PARENTHESIS a IS HEIGHT OF STRAND / Z INCHES ABOVE DATUM LINE ---� — ------------------- ---z ------------------- -------------------� ---- -------------------------- -----------4------------- / --- W = J AA 11 to • Ij to a j �l o ,;,I I , _ _ J(36) --------------------------J' L---------------------------------------- 'L------------------------------------------- -- ------ / 1--- m m i. • 1 r------------------------------- ----------------------------------------,,Ir-------------------------------------------f- ------ /�� ------- U)+ I 29 30 le o 1� to . iil o tl I P N • / 1, I U1 1 LI j� lel ------------------------------ILL--------------------------------- 'L------------------------------------------- ------1 L------ 04 N / r- --------------------------------illr----------------------------------------, ir--------------------------------------------�--� r--------- p p II I ' /,oe I 01 `-------------------------- ---- II ' -------------------------------------- ' II I // I O O -= - -' lL------------------------------------------- --J �' L---------- / r-------------------------------------,IIr---------------------------------------- :Ir------------------------------------------- ------------- - - C ) I � G M N (4 I Lu ;10 �. a 11 Ile ; . S-G t----------------------------------- III -------------------------------------- II II 6------1 _ 0 -DRAIN_HOLE (TYP.)----------- I I - --------- ---------------------------------�� L----------------------------------------',IL- ----- ------- ------- -- C.G. aF _ STRANDS ' �- i Ir , Ir --- ----------------------- -, ---- -- + + - ._ - (y 111 ,� I � � I � Y` ---------------IV --- ---------------------IIL--------------------------------------- '�L---------------------------------------- i / / L---------------- - -----------------------=----------------ilr----------------------------------------II, ------------------------------------- � ,-------------------- — I,r . 1 I o . ,,,, a ., I . DATUM LINE 1/4" ABOVE III „11 1 � / I J HGFE DCBA ABCDE FGHJ --------------------------------------- --JI L----------------------------------------o+IL------------------------------------� / I-------------------- 8Q2 1'-4' BOTTOM OF BEAM ----------------------------------------------il ------------------ --------------------- -------- /r— 3" 4' 8�2-1' 4" 3' --------------------- A / ►! . II II/4'`0 TIE ROD IN 5"0 DIA HOLE . i;�i . of � ,� i . 5"5 L-----------------------------------------------i; L-- SEE DETAIL la DwG_s-9----------------0111L---------------------------------J L----------------------- STRAND PATTERN E N DIAGRAM FOR AI ------------------------------------------------- J------------------------------------------ r-------------------------- INTERIOR AND EXTERIOR BEAMS � I I11 III I / 1 10 • 1 to 011ie I 1 III / ---------------------------------------------------IL----------------------------------------JIIL•---------------------------- -i�� / I e ------------------------- NCS SCALE / i----------------------------------------------------- ----------------------------------------�I�i--------------------------� �i------------------------------ - - O P - -. . v — STRANfJ P�TT' `N BETS EEN HARP POI NTS <E3RI DC-7E ML) �1 I s • 1 Io . 1 ,I . • I /� 1 . ABCDEFG (2,4) H(2,4,G) .r(4,G,8, I0, I2, I4, Ido, IS,G7 3 —G —Iw------------------------- -------------------------- ----- ——————————————————— -------------------L ---- --------------------- — ------------------------ -------- -- ------- ------ -- I I 1 1 / I I q y STRAND PATTERN AT ENDS (BRIDGE ML 5� 20-711 VOIDmin 5%2 ABCDEFG (2,4) H(2,4,G) J (4,41,43,45, 49,51,53,55,67) I SEE NOTE I112"JT. IN WALKWAY � � / I � STRAN_D PATTERN BETWEEN__ _ WARP POINTS (BRIDGE EY) 9" 4 SA4.@roe=2- �I 9" +�7 BAR SPACING 11 ��L 2" XP. JT. ABCDEFG (2, —_-__ _- ; - - _— -- SEE DETAIL_ F 4 I-IC2 4,6) J(4,�o, 5, 10, 12 55� � 5•►0% 5 EQUAL SPACES = 79'-F)" (SPACING OF %2 JOINT IN WALKWAY) � (TYp.> 7CONT. TOT7 _:;�-3� j STRAND PATTERN AT ENDS ( BRIDGE EY K A •5 r--1 ��91 PLAN ABCDEFG C2,4) H (2,4,6) Jc37, 39,4I,43,45,55) ___ _ I =� 6 11 - 1-011 ---- •5x3'-3" BEARING BEARINGTOP I GIVEN LABWOO To AEFLOAT ! j •4 U (4' 8") FINISH.S U R FA C E TO B E - 77 2 �' 3'-611 LIFT-LNG LOOPS � 1� �'' 31-3" SUFFICIENTLY SKOOTH � , S O G j � ,1 EE,� C \ =1 W So -WhTERP�ZDOFING i � -- _ ________ ----- MEMl3 Rf4Nl W1LL ,�(t1T j t INT.DIAPHRAGM SPAN It INT, DIAPHRAGM I 3 CLR. _ 5-5 / -p O~ - -------- ------- - VARIES VARIES �� D�4h(AGED _ I _N a j TIE ROD NOL' E CTY�� ! ° !- s-6 3"TYP. I Ym 8.29�. - } Ye-18.02" • 4 CONT. 13._3.. ! 1��_3 , 5x2-G�@1211-� io = I1 (TCT 2) I'- I t HOLD DOWN � 4 HOL1` DOWN t-2 (SEE NOTE ') It L - 79'-5" OUT TO OUT OF BEAM PATH OF CENTER OF GRAVITY OF PRE1S1 RE55lNG � sTEEI_. SECTION A INTERIOR BEAM SECTION 3/I6''= I'-o' S-5 3�1 .� NO SCALE •5x2'_E " Q 12" _o t51 0�► o o l- SHEA R KEYS TO TERM) N ATE 6 IN I �I in -- -- - - �- ----- _---- -_ ------- F9 oM END OF A PJA CE NT GIP-PE-P, ��CL = __ �2- I/2 X ( 131-0'') 270 KSI. - ---------- PRESTRESSING R _ _ PRESTRESSING STRANDS 2'-7 1/4"MAX. /1,5- •7 CONT. �r - - -- AT ENDS OF EACH 15,1 AN1 . N 2 •7 CONT. I 2'-G 3/4"MA) ) ; *7 =0 4/2 5 2 2"CLR. __ ��5 x 3=31 7%4#" MAX, _ (6��4" M ,� I FOR DETAILS NOT DESCRIPTION OF REVISION DATE APPROVED i ' 3,"�1 SHOWN SEE INTERIOR -- 1'-3" *5 n 1'-g" i _ _,_ PRESTRESSING STRAND BEAM SECTION, CITY OF RANCHO CUCAMONGA acv v • 5'_801 5 1-81,)[ O o 6" --- T (41�-- ---- MILLIKEN AVENUE UNDERPASS _ 1 1 � 'tibE MOA HOLE 3 7 7 � 3 •4 U 5 -8 - ��`_ %2" DRIP c oovE-��LL�Er�GrI-� 0 A.T. & S.F.RY. PUC•2 -95.68 r) 3xLIFTING LOOP DETAIL C EXTERIOR BEAM �ECTION DECK PLAN DETAILS-BRIDGE ML r NO SCALE a •5 N0 SCALE -- 11<T1 31_ I/21 E 2_.4 CONT. NOTES APPROVED BY DATE: 1/ i9 1' NUMBERS IN PARENTHESIS O ARE FOR BEAMS R.C.E.NO. 1817 WITH DEPTH - 5'-O" (BRIDGE EY). SEE DWG.E-9. CITY ENGINEERIf VOID DIMENSIONS SHOWN ARE MAk MUM & MUST NOT BE DESIGNED RECOMMENDED \ " 4�3" " ' 1 11 ® EXCEEDED e ANY POINT' INCLUDING SPLICES OF VOID FORMS, F. SOUSA G� '� �k- �S (� 4 8 12 /2 *5 BARS TO BE PLACED IN OUTSIDE FACE & MAY BE SET I,- I I ,2,, ` © DRAWN SHEET DETAIL AFTER 5LA6 15 SCREEDED• PLACE TO M155 JOINTS De Leuw,Ccther fr Company Z�' � DRAINS IN CURB. E.MOBO Er,Qneers and Plonrb.s. San Fra+ciseo.caHorrwo S—SOF 2 Y211.11-011 -1'_0' cJ-S R.C.E.NO _iL NECKED DRAWING NO. E.MOBO DATE AlL�9D FILE NO �7c7�S J 3917-11 i BRG.ABUT PIER BRG. ABUT PIER I�- 111 41 ILS, f�-2�/ _ 1 DEEP '�- RECF55 I'- 7'+ IL 61 40 / 411 ASPHALT PLANK (TYP.) _ ' - — i ' I I i i I I I -- ' ---- ------ ' --- I I — —'-------- I i I STEEL PLATE (TYP.) I I I i I BOX GIRDER (TYP.) yj■1: l Itcv \ I I L--_j ,' ------- --------� I ---� I + --1 1-------- 31V2 \ 1 +, - 3 - 3%2U I I � DEEP RECESS. END IFTI 4/4 pEF_P 2" RE:ESS 5" FROM c1! \ , EXPOSED FACE C ON t.-Y•RT TYP A� DS N MS DETAIL F DETAILKG_"� A - i I- STEEL PLATE I , _ I,' , --+ ® i i `� i � _ W/2 - 2"� ,j 1 pD 1/2 = I'-0 /2 = I _o.� s_6 S 6 HOLES (TYP.) 1 r_____-{-=' • � - -� L_----------- ----------t'- -� L_ -ii L/ L 1 rD ri PARTIAL PARTIAL - -- - --- ELASTOMERIC BRG. PAD �--�" i - I"EXPANDED POLYSTYRENE UNDER EArCH GIRDER (TYP.) PLAN AT ABUTMENT PLAN AT PIER *5 U CTOT4) _ EQUAL SPACING ^ I - - �-- - ;0 5 (rOT: 2) I I --- - -- CONSrRUCr I oN JOINT 3/�0 PIPE BRG. & PIPE l ERECT GIRDERS BE>-ORE BOTH ENDS OF AExiT PLACING CONCRETE TN ISV __ 4- .0 1 t o AREA. BOTH ENDS OF ABUT - -- �p -- - 6-#7 ��� (ror.of 24 VERT ;t7 LEGS 4LAYER OF 8 X Ij1ASPHAL.T PIER -cv 1 � 11 PLANK OVER �'c V >3 E;� 1 Z E D 11-3" STEEL it 3/4 7� 8 x 2-1 BRG. & PIPE ASF_,A_' 7_`--� _ - ' WITH 2- 2"0 HOLE5 CrYP) , I LAYER' OF 81x I��ASPHALT PLANK 21 -611 ELAST. BRG. PAD OVER R.'�6�F 'R i ZK ��P:+ �. =? STEEL 13/4�x OX 2-10 1/211x8"x2_'-1 " WITH -- WITH 2- 2''0 HOLES (TYP) of i 2- 2 d HOLES (TYP.) i I SECT-) ON I-� li j _ w 2" CLR. I Y2x 8 x 2-IOS-6 _. t w \ I ELASTIC BRG. PAD TYP - ( .) I W/ 2 2 HOLES (TYP.) 2EXPr POLYSTYRENE 2-•8x5 � TOP OF PARAPET I'_ OI I 1-2" (TYP) } ----�► } 2 EXP POLYSI-YRENE RESTRAINSR-TYPE A 7 n FILL VOID WITH EPDXY_ _-, 1 ��STEEL ROD (A36) 1718 STEEL ROD (A36) . �_^ " WITH HEX NUT. SwED_.E 2- 8x5 (TYP.) PERVIOUS BACKFILL WITH HEX NUT• SwEDGE _ 3%2 SCHEDULE 40 PIPE .BOTTOM 2'-G'` (TYP.) BOTTOM 2'-G" (TYP-) TRA1v5VERs TtE Rai �ac.� ('TyP� -� MATErZ:AI. WIT H /8 It Q BOTTOM (TYPI 5 5 — RESTRAINER-TYPE B . FILA VOID N RESTRAINER - TYPE B 1011TAIL�� WITH RUBBERIZED ASPKALT IN 0-0. CF PIPE THE GIRDER PORTION ONLY. (TYP) �1� PSP 5 Q 5 3%210 SCHEDULE 40 PIPE (T�^P) ---- O.D.OF PIPE 3%2" 5 SCHEDULE 40 PIPE (TYP) 135° HOOK -� O 135 HOOK 10 SECTION J " TAIL N FILL VOID WITH - ELASTOMERIC BRG. PAD RUBBERIZED ASPHALT tO WITH 35/8�O HOLE (TYP.) -3/4 - I -d 5_6 IN THE GIRDER PORTION N ONLY 5 @ 5 (TOT G) TYP - O.D. OF PIPE 2-•8x5'-0"� — /4 FILL VOID WITH EPDXY GROUT TO BOTTOM OF ELAST, BRA. PAD ONLY 8"0 SCHEDULE 40 PIPE SECTION A (TYPICAL FOR SECTIONS A & B) SECTION B 3/8" R_ AT BOTTOM (TYP.) S-6 S DESCRIPTION OF REVISION DATE CITY APPROVED -�o = SEISMIC RESTRAINERS DETAIL CITY OF RANCHO CUCAMONGA 11 z 2Nx g TREATED DF ,� 12 1'-0.. ROUGH , BUFFER - 2 LAYERS OF 3/8 THICK MILLIKEN AVENUE UNDERPASS ASPHALT IMPREGNATED '' +I PANEL BOARD TYPICAL STR,4N0'G�, 1j1MIN, • - 1120 ,-48 GALM MACH BOLTS — _ � A.T. & S.F.RY. PUC02 -95.68 95.66 WITH 2"SC;:. x%g'' G4LV. - r . ;._- INVERTED STRIP OF „ WASHERS �' 18'' O.0. RUBBERIZED ASPHALT r " -- i .t + + --- - - ^` \ MEMBRANE 4-2 WIDE (BRIDGE ML ) 9 7yP A . MEMERANE-- I/2 ► ,_ , .. c� MISCELLANEOUS DETAILS—BRIDGE ML (TYPj - '`�'_O WIDE (BRIUvE EY , EPDXY GROUT EXTEND RUBBERIZED •- ' ' ., ` e ` � . I ;� . •" , • - -- -'_'. ASPHALT MEMBRANE 2�O+� ° INVERTED STRIP OF i�c Ga.CLVANIZED STEEL. -- - - - - -- - - -- -- MEMBRANE 3' G`' WIDE ,BRIDGEMc, PLATE 3'-8'' WIDE tBRIDGE AML i APPROVED BY: DATE 111111011!9.0 o-''. \ CITY ENGINEER o R.C.E.NO. 207 BELOW TOP OF ABUTMENT,- WIDE (BRIDGE EY ) � .3-3 WIDECBRiDGE EY ) � 3 - F> ., ,. �,� a u _ l/ \ N . ---� HERE TRAND- DESIGNED RECOMMENDED 8 x 1 ASPHALT PLANK 6V E F. Ifo GA.GALVAN IZED STEEL S ,c t ASPHALT PLANK. 0 ✓F fZ F. SOUSA DeUR yU £ EZZED �"` -- ,_ T PLATE 3'-0'� WIDE (BRI;aGE 'ML') UESRIZEi: � t',`t 2'-9" WIDE(BRVDGE`EY`) 'r I �E DRAWN DeLeuw,Cather � Company SFtEET.?S SECTION SECTIONKBN� DETAIL E E MOBO Engineers and Plorv+ers• Son Francisco.Cdrforrrio S7t OF r ' NO SCALE S'fo NO SCALES-G NO SCALES-fo CHECKED 14� R.C.E.NO 7'Ot" DRAWING NO. E. MOBO DATE FILE NO 3917-11 BRG-ABUT •C 1_O TR�GTURE P STRUCruRE (rYP) I 1 -- _- -- _ S -623581 i O°4149� t"0 I-� - .4.r--� 11 i 'L I EXP.JT j I TRACK SUPPORT BRACKET B I SEE DETAIL H,DWG 5-10 - J ; �SEE UWG.S-10 FOR I -�►� -- - - - - - „- - - -- -- RECESSES ON TOP ` S 1 /G O PERFORATED-1 IV STEEL B ' S @ 8 'f 1t I --�- OF PARAPET + PIPE .SLOPE 1 : 10. S-7 - ---�__ �, I5, EXTEND VERTICALS CAP END i- I'-4" a WALKWAY'S CONSTR. JT -T _0 ---'_°EG (TOT 21 _ N DAMPROOFING VER. SAL RISER SERcti _ W/0 PERFORATIONS �--�- ' PIPE t-IANDRAIL-- to fl S-6 J ' �, �5 - @ 6 'o TO STORM SEWER. .JOINT WATERPROOFING SEE CIVIL. DwC�S. - I 1f ��\ �', x#5 (TOT 8) 2-0 K - - la s TEXTURE � cryP.> TORE - 0-3 BRG. ABUT 3 BERG A 1 _- ant• t 8 - 5@ 1 4� CAST' IRON - . 3 1 PI PE CTYP. 1) �5 L e cC - „ ,1 _ 1to , =0 -ALT. crG .1 1 1 1 0 3- o it 8 O 2-!0 x 8 Yl� ELA5TOME.RIC BRG. ` - - -- - - - - - - - a1 I , T D BON RG.5EAr AN ' - x ' E j 1 PA t� 0 B D BorTOM OF BEAM WITH EPDXY. ' 2 SHEAR�' K Y JOINT I I I *8 @12u \ ' WATERPROOFING PADS TO HAVE 2 G STEEL- ABlJT FOOTING I _I !� _ LAM I NATE D E Q DP,;�LY 5 PA c G� T TYP• 5 PLACES EACH ABUT. / BRG.PAD SPACING " MEASURED ALONG t Q 1 3 .f 1 ,- 3 " I , 1 3 a �c BRG.ABUT_ . 1 I a 1 f1 1 , �- fl „ , a .v - @ - O f -6 6 l 1 2-5 /Ib I t0/8 2 SAA��-63/ 7 I/2 2 SF34.C'3 6/4-7-I/2 I I 2-5/6 2-5 1 O 2 SPA04_11;&/2 7 I 2 SPA, 3 /2 7 10 2 5 4 I 4 �1 11- 038 II'-4t3/`'f ! 11 - 413/16 I%2+ IIf- 4'1 11 4e - - - - - - — --- — • 5 2�+ YCLLR_ r, 1 + - 231' 101 221- 1 IN 181-01 *-DIMENSIONS BETWEEN 4- SEARINGs PLAN (ABJTMRJT 3) PLAN (ABUTMENT t SECTION B BASED ON NOMINAL W I DTH OF BOX 1 _ '14 - 1 O O 4 i /8 I GIRDERS TOLERANCE BETWEEN 2 8E EACH PAIR OF ADJACENT GIRDERS. TYP eABUTS. & PIER. SEE DETAIL. G •05(TyP)- -`IO(T�^P.) �rYP t5� 10 (ryP) CTYP - -- S-10 C TYP) #5 10 Q _*5 ,410 f +, _ E ADD Jt5F-e9�f - . - - -- r1 ADD r e9' STRUCTURE A BRG ABuT _� y EL. @ABUT. I �5 U TOT 4 (TYP) *5 U TOT.4 (TYP) = i Et f 1 � � 1 \ 27 -O - MATCH WALK 9 CURB CONFIGURATION F1 •t t 16.30(ABUT 3 - -- -ON BEAMS . (TYP) EL.1124.4? eABUT.I - EL 1124.(2 tAB 1T 1 , \ 2- 4 2_�IO ' + 5-�5 DOWELED i EXP.POLYSTYRENE 5- 5 DOWELED I EXP,POLYSTYRENE EL.tt23.Sn, CAB EK 1,23.50eA?++IT3 NTO FOOTING (TYP.) INTO Foc')T1t�a(TyP) I --------- - --+- - -- - -- - - - -- - -- -- ----- - -- - ----- - - - --- - - -- -- .o ABUTMENT 1 ABUTMENT 3 q E`'�.T �N C - -- -- 1 05 U (k1r8 I. ��I �I � T CT _� 3/8�I= i'-o" S-7 C I I EXP JT i I i ze5 CTYF) w`IO CT'YP) Q5 I FILLER I , I ytO r'TYP) 4110 C&12,+ I.F. , ,+ 5 att0 #5 / . - Io 111i '' I� �� sj-0 -r - �,.,u (TYP,) 5e O.F. # r- t - ^_^ i I o ADO `5 e9 21-Or _ I - - c TYP, _ - , /p\, ,I I I { I, I (TYP) a� o, (rYP) r 2�� GA LV.5TD.'STEEL I i I i I ADD st c�91 -1 -- _- Y - - T P - , P I Y PIPE HANDRAI (TYP TEXTURE ON EXPOSED � I I I i j IiCN�', � �� �l i , � i I I� I CONCRETE FACES OF AB ITS., 1 I I1 I —� 1 ABUTMENT 1 ABUTMENT 3 I I II a ' L I I i � il � I I II 11 1.5 w NGwAL� 8. REr wA�� � , � ►-� I I USE BURKE FORM L!NER Q OR APPROVED , ' I I I _ 3 4 I SECTION D EQUAL. _ — ---- i j N - L _ I� ' -- _ SLOPE PAVING DELETED . 5-15-91 11 ALL 1 _ ' �...__r_o^ __ �j -PET.WALL DELETED, N'INGWALL ADDED 8 FTG.DIM.REY 4-2G-91 I , CITY 4��� DRAIN (TYP.)-- - ' 5- O _S-4 I I DESCRIPTION OF REVISION DATE APPROVED 010 DOWELS LF _ _ y 5 DOWELS O.F. CITY OFRANCHO CUC 0 G MILLIKEN� AVENUE UNDERPASS' AT A.T. & S.F. Ry.PUC.# 2-95.6B' EL. 1095 74 - ABUTMENTS 1' &' 3-BRIDGE 'EY'; APPROVED BY: DATE ' /9 dim. 21617 CITY ENGINEER R N . C E GI EER .C.E. 0 ELEVATION <�ool� ►�. F,�_ WING�YAL.L ELEVATION --- - DESIGNED DSI %C MMEN _ _- 0 DED in _.._ I�4,r = 1` o., F= 50USA CA'HEA i -- DRAWN De Leuw,Cother >FR CofTl any SHEET 26 . E.MOBO Enginee*1t and Plorwferlf• Son Frlmciflco,Cf>rlforrfia Ti Z _ �-of-Z5- CHECKED �//__� j DRAWING NO. M050 R.C.E.NO�� L/ DATE ,�/ � /913 FILE NO 1 v-) Jc Ii r STRUCTUFM #4-`1 FC d 4-G _[ FIELD BEND AS FACE OF CONCRETE NECESSARY TO _v ' PIER M IS5 VERTS. (TYP) TEXTiJRE 2-of 11 BUNDLED 2L 3'` 2' 3N /iDELETE TOP BAR OF b•23'58N SPREAD AS NECESSARY -� STIRRUP TO ACCOMORaTE _ o" 10 HOOK CTYi?) 20 {{ TO CLEAR RESTRAINERS RESTRAINER PIPE - 1 I ¢ \HERE REQUIRED =p' 61-0� ILO ------ --- _ BRG. 1 2 SPA.e�3-6%4 = 7- !Y2!' �� 3-5 �4 ..) . 3.-634 I 3-10 BRG. i �,-0 OUTER HOOP oil ! 1 _ I TIE 1, r - - - - _ VER TI CAL �- --- - --- - - - - -- -- -- Fill, 8� RE57PAINER "O I ; PIPE (TYR) j N tv �---] L--j U '9 co CONT E F os 1 =p O -- - - - - - �--- - --- - --- - - - --- -- - ---- - r-- - - . - - -- -- -- - --- -� PIER - �� �, � .y� - - ---- - - - - -- - -- - - - - --- - - - - _ 1 IWO 3 r--1 , (TYP) r- W 0 8 CTOT.4) - � _ — • -- - -r a - - tj - -- ��� � N #5 STIRRUP C-J 1-_-- -- - -- I-- -- - - - - -1 i i - / 1 � >a � � �� r Il � f �' 1 w i � AT T"OP COLt3l1�lN 3-9 2SP -(P -ff2= 7-t 2 SEl4. � 3-6/2= 7- 1 3 - 9 # ti CONT. X11 (TOT.30) - - --_ - - - -- - - - -- - - -- AT BOTTOM GOWMN p'4149 ,� N ! " j T1E5 - �'---- 05 TIES C� LOOP HOOKS AROUND 240 x 8 X(- ELASTO1VfERIC 82G•PAD SECT ION A SECTIONrB� BOTH OUTER HOOP & VERTICAL STRL E W/ 35/ 9 HOLE. BOND TO BRG. SE,►T 1�2''= 1'-o" S-8 %2" = I`-01 S-S BARS L 007rOM OF BEAM W/ EPDXY• PADS TO HAVE 2-;6 .STEEL LAMINATE; E1QVALL VSPACED .TYP. 10 PLACES . 21-AN FAX OF EXTERIOR BOX GIRDER =N� APPROXI MATE-QUANTITIES p �T EU15TnMERIC CHAIN LINK RAILING (TYPE 7)_. _----- _ __ _ _ _ _ -_ _ 81 t L.F. KEEPERS To BE CAST "-v1 BRG. PAD STRUCTURE EXCAVATION_ _ _ _ _ - _ - - - - __ 2,5G5 C.Y AFTER fvIRDERS STRUCTURE BACKFILL _ _ _ _ _ _ _-_ - _ _ __ (F) _ 1,435 C.Y ARE PLACED - i IR STRUCTURE CONCRETE,BRIDGE FOOTING ---- --- _ CF) 500 C.Y I LLM NA E EA SI N I EXP JT. FILLER STRUCTURE CONCRETE, BRIDGE _ ___ _ _ ____ _ _ _ _ (F) 700 - SEE ELECTRICAL D1MC�5. g-RucT 1 CHAMFER STRtP o , - - - rc FURNISH PRECAST, PRESTRESSED CONCRETE �ovGh E.+Ol.1AL. SPACING BOX GIRDERS _ L= 791-5'1 - -- _ - - -- - - _ 18 EA. p r,A 6- 11 coNT S_8 ER CONSTRUCTION Jr. L =GB-4%2 - - - - - - - - - - - - 5 EA- 5-8 6 11 f 12 0 M L - GS- 9/2 5 EA. SONIXED EL.111G.52 �Co- 11 �c 21L 2 -3+�-}+ I 6� 6 ERECT PRECAST, PRESTRESSED CONCRETE (TYP) , 11 / 1 BOX GIRDERS_ - - L= 79 -5 _ _ __ -- 18 EA. _ __ _ _ _ _ _ _ _ _ 5 EA, C4�BAR REINFORCiNG STEEL-WATERPROOFING 9- PROTECTIVE COVER __ _ __ DET IL DRESTRAINER UNITS (TYPE A) _ _ _ _ _t _ 'ARES1"RAINER UNITS (TYPE 8)LU"M ,IRES(`i'YI?) /2 I O TEXTURE WALL TREATMENT_ 1. I I TC F) -DENOT"ES Fl NAL P4y QUANTITIES & INCLUDES QL�44NT"I TI OF CTYP.} 491 BRIDGE 'ML'� At.JD BRIDGE 'EY'. e 6 III pry L__1 �i8 3/4 P1/C CONDUIT CONCEALED IN CONCR.POUR i ,1 � c 0 =2-O 5� 4 � I o I b �8 TEXTURE MTH BURKE FORM j NO SAs.�t vyI + LINER No.3o4 OR APPROVED ; ; I EG? . TYP•ALL SIOFS OF CCL 1 -08 F.A►. CORNER 71 6MCTYP.) G��T�fififi� i .JOINT PROOFING(T'YP) ' Q-REVISED PER DELETED RET.WALL & ADDED WING 4-21;�-91 i R0L*HENED.,,CON5rR. JT. DESCRIPTION OF REVISION DATE APPROVED WITH 1� j ? � 2� D" KEY - - CITY OF RANCHO CUCAMONGA =� I *10 e G if EACH WAY MILLIKEN AVENUE UNDERPASS *10 OG EAct-i WAY AT A.T. &' S.F.Ry.PUC.#2-95.6B • r -- 00 - 11 - - - --- --- 05 C W 12" EACH WAY � ,r - I J'CLR. W PIER 2-BRIDGE EY �_ ALL EXCEPT UNDER 8- O 8- 0 U 6 O 6-O COL. (MUST HOOK AROUND ml '� Z OUTER 6485 9 TIED AT APPROVED BY: DATE: 1/ /9 9 i 12- TOP I BOTTOM). (TYP) CITY ENGINEER R.C.E.N . 2 817 ? I DESIGNED no 14M RECOM ELADED EL..EVATION (LOOKING F-Asr) u SECTION C F �--• .} _ -_ .. ____ . SOUSA 1�� 'V�- t l t 5 -q 3/8" = 11-011 3/81, = I$_001 DRAWN 77 S-8 D� t.euM►,Cather ` COrT1�1t711)i SHEET Z I E.MOOO En¢,we and Plower,• Son Fromefmo,Caffor* V`a or CHECKEDl f --JR4"�' R.C.E.ND 244f IL DRAWING LA0. E. MOBo DATE /_ /Dp FILE NO 1/ 5 ( ' S �- /7 3— CE5 "- 4vA 4 EOXAL SPACES GO -4V2' (S?ACING OF f/'i' JOINT IN WALKWAY ) _ --- �- 3� i 2 2 22 1 I 22� 2a .1_ 22�- 1 pIAPHRAGM -- - -- A D -9 1EXP. Jr.JT - ' i ¢ W TERI OR DIAP 4PAGNI J10 ut All --- - - - - ----- -- ---- -- - ---- -�r .l----- --- - - --- -- - -- - - - - -- - - - - �, ,,- -- - -- - - - -- --- -- - - - - - - - -- ---, � � i __ _ — —_ -- __, __ ---- —�t �--- - ---_fir -- - - o ► AL T-4j ° I G 2? 58 '� SKEW HOLE -- - - - - -- - - -- - - - - - -- - - - - - --�Ei;r- - - - - - - - - - - - - - - - - - -- - - ,+ � -- - - - - - _ - - - - - - - - - --� `� r _ __ _ - -- ' r y J1TFR0DIN 3dw. C�P) -- S °-,�—t`o [RAIN HALE (ryP) sEE cerAl�' 9 I----- - - --- --- ----- --- - --rlvL--- -- - -- -- - - - - - --- - --- - - r' �--- -- - - - - - -_-- -- - - - - - ---I - "�+ _ _ _ I d4 149" ERGS, ABUT7B r ' 6�- 9 1/2"J T IN WALKWAY 1-2 SP�,�.i 2 SEE DETAILf of F + AN 1 SPECIAL NOTES TO MANUFACTURER SP 9R(26.ABUT. ! PIER 2 1. PRODUCTION PROCEDURES AND DIMENSIONAL TOLERANCES FOR + ESTRESSED CONCRETE VOTES MANUFACTURE OF PRECAST, PRESTRESSED BEAMS SHALL BE IN j .. r ACCORDANCE WITH THE PRESTRESSED CONCRETE INSTITUTE' S CURRENT 1. MATERIALS AND CONSTRUCTION OF PRESTRESSED CONCRETE BEAMS TO MANUAL MNL-116 FOR QUALITY CONTROL. CONFORM TO CURRENT A.R.E.A. MANUAL FOR RAILWAY ENGINEERING, CHAPTER 8 , PART 17 - PRESTRESSED CONCRETE DESIGN. 2. MANUFACTURER SHALL FURNI SFr p I R EC TO R` STRUCTURES AT AT&SF RY, AND THE CITY ENGINEER FOUR SETS OF DETAIL 2. ULTIMATE COMPRESSIVE CYCLINDER STRENGTH OF BEAM CONCRETE: NOT DRAWINGS FOR APPROVAL PRIOR TO CASTING BEAMS. IN ADDITION TO TOP OF SLAB TO BE GIVEN �r LESS THAN 5, 000 psi AT TRANSFER OF PRESTRESSING FORCE, AND THE DESIGN LENGTH OF THE BEAM, THE DRAWINGS SHALL SHOW THE A W- OO D FLOAT FI NISt� �. _ X06-4 (SPAN 1 ) - -- 6, 000 psi IN 28 DAYS. PRE-TRANSFER CAST LENGTH REQUIRED TO CORRECT FOR ELASTIC r� fl = GG'- 9'' (SPAN 2 SHORTENING, SHRINKAGE AND CREEP OF CONCRETE. COMPUTATIONS FOR sm oo .4 ro 8E rE7gpp � F 3. ULTIMATE COMPRESSIVE CYCLINDER STRENGTH OF CURB AND WALK THESE CORRECTIONS SHALL ACCOMPANY THE DRAWINGS. styooTrt so HIATERPuDot�ING -_ M-01013iZANE WILL NOT + � C + SPAN _ CONCRETE: NOT LESS THAN 3, 500 psi IN 28 DAYS. $F_ �P.M�G �D. �� 3. AN ALTERNATE STRAND PATTERN BETTER SUITED TO THE BEARING \ BEARING 4. CONCRETE SHALL BE AIR ENTRAINED CONTAINING NOT LESS THAN 4% MANUFACTURER' S FACILITIES WHICH HAS THE SAME ECCENTRICITY AS �� VARIES � + VARIE�a� NOR MORE THAN 6% AIR BY VOLUME. THE PATTERN SHOWN ON THIS PLAN WILL BE CONSIDERED FOR APPROVAL UPON SUBMISSION BY THE MANUFACTURER OF COMPUTATIONS WITH THE 5. MAXIMUM SIZE OF COARSE AGGREGATE: ONE INCH. DETAIL DRAWINGS. HOWEVER, NO CHANGE IN THE LOCATION OF THE TOP ROW OF STRANDS WILL BE PERMITTED, It INTERIOR DIAPHRAGM / 6. ALL PRESTRESSING STRANDS: 1/2",9, 7-WIRE UNCOATED, - -- — - --- LOW-RELAXATION, WITH MINIMUM fs = 270, 000 psi AND OTHERWISE 4. AFTER BEAMS ARE CAST, MANUFACTURER SHALL FURNISH I i E CONFORMING TO CURRENT ASTM DESIGNATION: A416. #nIE: ECMZ- STRUCTURES , A MYLAR REPRODUCTION OF EACH `X'tE R aD Ho c. E C7'YPO c I Ym = rp.73M "AS-BUILT" DETAIL DRAWING FOR HIS PERMANENT FILE. Ja S-6 s '7: INITIAL PRESTRESS: 0.789 f32,600 LBS. PER STRAND. 5. L1 BARS MAY BE ADDED IN THE BEAM WALLS TO FACILITATE YC = 13 '90 _._—.._ __ � / S. NON-PRESTRESSED REINFORCEMENT: DEFORMED BARS , ASTM NON-PRESTRESSED REINFORCEMENT PLACEMENT, ONLY IF A 1-112-INCH DESIGNATION: A615, GRADE 60. FABRICATION OF REINFORCING STEEL MINIMUM CLEARANCE CAN BE MAINTAINED BETWEEN THE L1 BARS AND 22 - 9 (SPAN 1) HOLD DOWN _ 22-9 (SPAN 1 ) SHALL BE AS PER CHAPTER 7 , CURRENT CRSI MANUAL OF STANDARD THE PRESTRESSING STRANDS . ' T- -- PRACTICE. 22-11'' (SPAN 2) 'r 22 - I (SPAN 2) 6. WELDING OF REINFORCEMENT PROHIBITED. pAT-EI � �� � L= 68.4/2 our To OUT OF BEAM CSPAN i) GRAVITY OF PRESTRESSING L - 613'-9/2' OUT TO OUT OF BEAM (SPAN 2 9. DEAD LOAD: (ASSUMED POUNDS PER LINEAR FOOT OF TRAGIC) 7. REINFORCING BAR SUPPORTS, IF USED, SHALL BE CLASS I, PLASTIC TRACK 350 PROTECTED, IN ACCORDANCE WITH CHAPTER 3 OF THE CURRENT CRSI SECTION A BALLAST 1560 MANUAL OF STANDARD PRACTICE. NOM: SEE DWA .5-5- FOR „ CURB, WALK & RAILING 500 BOX GIRDER DETAILS 3 16 = 1'-0 S-g _j >1 BEAMS AS APPLICABLE 8. MANUFACTURER SHALL BURN BACK PRESTRESSING STRANDS TO A DEPTH NOT SHOWN. 1L OF ONE-INCH BELOW SURFACE OF CONCRETE ON ENDS OF BEAMS. FILL 10. LIVE LOAD: COOPER' S E-80. RESULTING RECESSES WITH EPDXY GROUT. W IMPACT: i = 14+8009-2) PERCENT. ROD 9 INT DIAPH. ROD t INT DIAPH Q 9. MANUFACTURER SHALL SUBMIT MIX DESIGN ON CAST-IN-PLACE 11. ALL CONCRETE FORMS EXCEPT VOID FORMS SHALL BE FILLETED 3/4-IN. CONCRETE, AS WELL AS PRECAST CONCRETE GIRDERS, FOR AT&SF �� -� I �4� 2_ 6 n -� 8''-I AT CORNERS AND EDGES . APPROVAL. 30 0 TIE ROD 1 TRANSVFF;� : R0[) NO-1 L KLVISED_ !, ,rSZJ@t2 _0 DESCRIPTION OF REVISION DATE APPROVEDY 4-;r4x'1-o %2 X6Ar. Fp,C-Aw. ' ---`� i'f1 0j FACH WAY ?-, w CITY OF RANCHO CUCAMONGA ((Tor. 2- U ) i = , _ _ s (TOT.IO) _o MILLIKEN AVENUE UNDERPASS R} AT A.T.- &' S.F.Ry.PUC.*2-95.6B 7ItSQUARE N GROUT FtLLER.USE EPDXY PSONDING / DECK' PLAN & DETAILS-BRIDGE 'EYE COMPOUND.GROUT RECESSED POCKET �� 8 SQUARE - - AFrER TENSIONING. PARTIAL GIRDER PLAN SECTi ON APPROVED BY, DATE: i i 90 CITY ENGINEER U, R.C.E.N0. 21'817 NOTE TIE ROD SHALT. BE 0/4�� OYWIDAG THREADED ROD. ��SOUSA fYy���` 0 GALV.WITH GAt_V, DvwlDAG NUT WASHER GRIP NUT TRANSVERSE ROD DETAIL B .I TENSION IN TRANSVERSE ROC BY PULL NG T E I „ _ DRAWN Do L�r,COw ` y SHEET ,28 NUTS ON EACH END To SNUG TIGHT FIT 204 Fr.-LOS.) 112 - I _0 S-9 E• MOBO EnQk+rie-s and Pkrrwso Son Fraw*m,CdNor* S-SOF .C�S A\ CHECKED &1-x)7 :P A& ILCZJ40 7 DRAWNG NO. t E. MOBO DATET�/�1s FU NO 5 BRG• ABUT: PIER 5RG.ABUr. 5 „ I - ------__-, �-__-- -_ -t----- ----- I PIER 2 I i i -_ __ ��---- —_ASPHALT PLANKS CTYP} `'- -- - - i - - -.'- _ _ -- � BRG•A GUT• 1 111 r - 1 ( STEEL. PLATE(TYP} _ - -1 - f ` i i '` 1 ` I 1 j' 4 `+ 1" /2 1 - all ` 1 I � Ir 1 rA ' i , 'o I ', ° /2i t + rB ++ 4 /4 DEEP RECESS ko S-10 I+ 1 DEEP RECESS /� T _ \ ELAST &RG PAD UNDER Z _ -- - ----- EACH GIRDER ;`TYP - I I I ' r rD __-, -A ll 1 I I 1 W I _ s, 1 'F r� 5 - — i f --STEEL PLATE CTYP i - , I 04, IN it I -- r------ I--- - --I 1 r---, II � �`- t+ 1 I L ----i t ----- J --- _ I 04149 -- - I 4+, 4 �4 DEEP_ , ► I --- - --- _ .. t L . ._. -- __ - -- - _ RECESS 2'-_411 1"DEEP RECE55. END RECESS 5f 11 DEEP RECE-55 FROM EXPOSED FACE OF PARTIAL PLAN AT ABUTMENT PARTIAL PLAN AT PI ER DETAI L C DETAIL D EXTC RICIR 15F SMS ONLY TYP, DETAIL E AT BEAM ENDS S-10 3/4 = ( -O �10 It � 3�jo PIPE BRG,ABUT & PIPE / - i. BAG. & PIPE 1 1+ r+ if i, �-6 �� �� 2'-4 SHEAR KEY FILLED t LAYER OF 8 X I ASPHALT t LAYER OF 8 X t ASPHALT W/ EPDXY GROUT PLANKS OVER rc' �� E; '= 'j ! � S;% PLANKS OVER _R 1165 ER I ZEp ' '' + " ' 't 1A L7. , ,r ASP1tA LT, 1- 2 i-2 �- l - STEEL 314"Y., 8"x 1-10 CHAIN LINK Ra1Lit�1G - W/ 2- 13/4 "o HOLES (TYR) TYPE 7. SEE CALIF. +_ 11 2 I� PIER w STC. PLAN &I I-54. ASO 1 \� +, ,, w SEE DETAIL. K BELOW-,, � O Lu %2 A S lX 1 i 10 ELAST. ERG.PAD 2 cLR. '�k -- U w y W/ 2- 1-3/,4"0 HOLES (TYP ) �� Q 1 CHAMFER (TYP.)\ .04F] 4?121 RECESS V2 EXCEPT I FOR f I V s 4" LENGTH AT EACH END , u OF CURB- CONTINUE DECK ; U If - } - --- - - �, , �, -A i WATERPROOFING TO TOP W 2 - 5 x 4�-2 LONG CT-/P — _ 3 TYP 0 :+:a y -- --- - - —S'EEL 3/4 X 8 X 2-8 :-' ''_--1� - c ` t1 'N - — 1' EXP. POLYSTYRENE ----- W1 2 - 13/4" 0 HOLES (T-/P.) T 4F Ft!°C. 5 � _- - - - _ - - -�- - _------ � to ' 7 ' I 12-#4 ---- - - - - - -- - - ---- -- w RESTRAINER-TYPE A 15/ +� STEEL ROD CA3Co WITH HEX -- ---"�"_ - ,: _- '12 J � w 8 ) - , - X S X 2 8 ELACT. ERG.PA.D _ I I (!� FILL VOID WITH EPDXY - -- NUT. S\VEDGE BOTTOM 21-0" CrYF3; _,;�, �' �W/ 2 - 13/4'0 HOLES (TSP.) \ V 11 Q + GROUT. - -- ----- -- a 0 1 O �' :A.'V� •,(� + J� tE �G C'14 E (T-fTYPE B, L - --- , � �._�f` .. L , \ _ ,--- - �-' RESTRAINER- FILL VOID ' 51 - - i # CTOT 6 ,, WIrH RUIBER4ZEl7 ASPHALT IN _.-- - - �-i / 4 ) *`� FILLED WITH 3'/2 O SCHEDULE 40 PIPE ♦ L* GIRDER PC?RTiON ONLY CTYP)"-'r- — a''� '�; ^� -' O.D OF PIPE �' - - o ' I EPDXY GROUT ,- —_ • ,� %2 £3RIP GROOVE/ I%2CLR. -- WITH 3/S ' S C BOTr-OM CTYP) {� , - ' _____/ ' 135 HOOK YV/10 TAIL FULL LENGTH 3/2 0 SCHEDULE 40 PIPE (T-/P.) � - � } • --- - , --- - -- - *5 @ 5'_--- =--�i ., k - ELASrOMERIC 13RG PAD WITH % - -T (TOT-5 ) - 5 ' _ ,� il s - = ai• #5 5 I -O 3 /8 0 HOLES .`TYR) SEE NOTE BELOW - - 1 , J " O.D. OF PIPE 5 _ Q.D. OF PIPE N N # t '' • - SCHEDULE rp WITH 3/ � -�'2'A 3+ FLEXIBLE SEALING 5TRIP 135 NOOK- 80 SC EDU 40 RPE , 8 t BOTTOM, ,` ' (P�JLYURE I'i�At�iE DENSITY t.5 '�/C.F) -tOTAiL - - FILL VOID WITH EPDXY GROUT TO BOTT W. ENTIRE LENGTH AT BOTTOM ANP ENDS 01= OF ELAST0MERIC ERG. PAG' ONLY CTY¢) — - �-- � TYP PRECAST CONCR. GIRDERS & AROUND TIE ROD HOLES. ��4 EkOX GIRDER 2-*8 x4�O� SECTION A SECTION B s-10 s-lo WALK �, CURB DETAILrF_"� DETAILK�G� I11- 1'-0" x •10 3/4" = I'-01 �10 SEISMIC RESTRAINERS [)E--TA--I--L POST 11211 - I -O WALK 9 CURB DETAIL NOTES : NOTE . GIRDERS TO BE ERECTED o N 3 - G BRG.A8Ur. 3 ,, 1. CURB & WALK TO BE CA5T ON PRESTRESSED BEAMS AFTER C E N T E R S AT CE N T=RI N E 0 13 Er f1 R 1 N C,,, 2� STD- PIPES- STRANDS ARE DETE SIONE . BOND E CONCRETE TO c K S N D NEW A 05T -, - � R P T , a i' a,4CEU 8- MAx. PRESTRESSED BEAN! BY COATING CONTACT AREA WITH SIKADUR ' I M i �6 Q 2 G 23 58 I � i - CHEMICAL if it H f MOD MADE BY S.KA CORP. OR EQUAL. FRESH CONCRETE t_0" i - 5 12D(7WE!EG` 6 ' f Co 6 MUST BE PLACED WHILE BOND COAT IS STILL TACKY, 5 I FILL w;rH MORTAR SIDEWALK t 5+_0 I !NTO F007I NG -. 2. PREFORMED 112"AG"ASPHALT EXPAN51ON BOARD TO BE PLACED i 4' TO DIVIDE CURB INTO THE NUMBER OF EQUAL SEGMENTS SHOWN CITY LEAVING i- I '' -1 I ! W DESCRIPTION OF REVISION DATE APPROVED -- #5 DOWELED f --_ 4 --, @rZ" _ ++ i n r, ON DECK PLANS L INa A /2 O Nr N ALK. S- 10 / / INTO FOO, ,NG , 0? _ :041T' L�I TOT 2 o� _ _ CITY OF RANCHO CUCAMONGA g r � Tit Izop. IPNNI�ITINGrP1CMEl�/ MILLIKEN AVENUE UNDERPASS - SEE 5-7 FOR 11-0 ? I-O x2 O I -N ' z 1-: --- - #4 -+ E �, { Gd+Ts R� lr1NlbCt'It•ZF, i' P,C. CONCRETE. i �i PA197-40-oV-MV- e-4T AT A.T. & S.F.Ry.PUC #2-95 6B o • ,, �, I I I M OTHER �AILC '� I NOT SHOW�1. 2-•s�4 x IO (TOT,4) �a v o IPE 5, x9it POST POCKET) c - _ a I, �; (�% INOTO: WTSK 44TA .1- MISCELLANEOUS' DETAILS-BRIDGE"g)""" 1 + GaRNEtZs 5M4PlfH GFIrID f''� PIP'S�G'oG. APPROVED BY, DATE: it CHAIN LINK RA!�_ING POST METAL HAND RAILING POST .� - - CITY ENGINEER 6 R.C.E.No. 21817 DESIGNED DOLEW RECOMMENDED I I F. SOUSA �+A1HER TRACK SUPPORT BRACKET H SECTIONrj_N� POST ANCHORAGE DETAILrK s�E�05T DRAWN pe Leuw,Cather & Company SHEET z .+ n_ , u 1 _ I,_O,I S_1O PA-14 E, H O BO Engineers and Plonners a Son Franclsco,Cofitornia S— 1 (1 L�•� Sig` _ - o 5- 10 3/g - ( -o 5-10 - "OFL _METAL H A W D RA 11.N G D E A i 1•••- CHECKED DRAWING NO. E. M OE30 ATE 3/� /T 9 O_ FILE NO 1 7 S i , 1 � ' C. E FIRE NM - THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY CHICAGO. 0 ILLINOIS SCALE. 1 IN_ O100 FT. CHIEF ENGINFFR J- N _&9k I R _ • DIV. - ' �/�a SUBDIV. V r M = N ( J DATE: Z3 �9 zod V G m _ V �. /�� °, . _ RL�►. 71 _ ♦ ► v jzC:=1.2� 1�C.1C./�-Ttc�ry s ?1t �r . rpt .. 5'f'FJ F— gSZ P t O MG= o.os' } N! 7 MC=o.►S'y i aZo Q TN di5 ?�_... A + I v 4t y6 _ -Z,2 y_ v. _ --•.+--«•tens ®w! .AllAer •eeAlIlleelegr } ...ewl - eeewa � �V1 r 04b'7v �'- Q 2096 2cx� vc v `c `'R``� v SUBTRACT 6.81 FT. FROM ELEVATIONS SLC= Z.o SHOWN ON THIS DRAWING DRAING TO CONFORM } O O � � �! t �, TO PROJECT .BENCH MARK. q 4. G I Z 1'i • � t r r ZS9.z9' T r �v — /R PROFILE: TRACK � 19—T/Fi PROFILF.0 TARGET' S'i"OR'ES—T/R PROFILE. MAIIVCwINE/SHOC)F�.Y T . NO SCALE NO SCALE NO SCALE r CURVE DATA 0 5 e*s3,%s c 3�• 5.v. 59%VAI- -�'> 4-1- 0611 T= 441. m' T= 14-1.40' O 2' � t.....= 94 04' _ ?49.31 ` 1_= ?pj'3�37' TYPICAL CROSS SECTIONS S fl 65+51004, O / NO SCALE TS - i g s►oma+-' Qty *' UJI M , No souk n 3 r 4. Ile OD CD CD 1 _ `O �` f .� + to 4- -11 N . 1N N u< ' u 01 i , ^ ' V IP I v . 111 f 9 3 '. 133 & a vvw - - - - - 1 •• • • ' ( v :L 2 o E�1 sr. IAT -o E;. To'+ Q fz-/w 14 100, o► �4 N -� (j O + Ali r % -SH FLY PLANA A OQJ — , �. 1 . r o SCA 1" to 100 _ - -- - � 8` ; � v ,C a - 1- 3 = f ^j _ DESCRIPTION OF REVISION DATE ROM F RANCHO CUCAMONGA CONSTRUCTION NOTES � CITY o MILLIKEN AVENUE UNDERPASS SHOOFLY TRR. 8 b 1 VE 1482 TRK. Fr. OF 115# TRK. (38 TRK_ b REMOM 387 TRK. Fr- OF 90* TRK. r4m- oNg _ Q A.Tp. & S.F .R Y. PUC'2 -9 5 CONSTRUCT• 39 FT. IAr1G) t NO 10-119# T.O. OUr OF SHOOFLY TRK. SHOWN PANF�I - a LINE OVER & LINE BACK 812 TRK. FT. OF HATN LINE TO 09 LINE pYER b LINE BACK 153 TRK. PT. OF TRK. SHOWN —' PERMANENT AND TEMPORARY TRACK CHANGES sHooFLY Tw. SHOWN- MISCELLANE0113 APPROVED BY: DATE: '�Leqlqo MAIN LINE 10 RIGHT OF WAY FOR TRK. #19 (B. LM OF Y) TO BE ACOOREQ CITY ENGINEER � R.C.E.NO. 1817 HATO-M D. //!I. RII�Vg b CS PIAHACK 390 TRK_ FT. OF Tn. (IO TRK. BY CM SHCROSSoEslcNEo REc04MrNoEo _ .39 � gift CHANGES AND ADDITIONS AT & SF Ry. 4_ � �� - �':;- -90 PANFff F&IMTB 3 sjrGN � PODS AM PLACE CNN NEW STGM POLE b -`'I 1' #19 g_ L� Y Di�FRC�RtX1N1I) S[GM.. LINES THRCRE1 iR�FRFASS. TO THIS SHEET 8Y DRAWN D� L r,Catlat Company siifET.30 ( _ . = ( 1'R[lC'P ONS 1S0 1a-119 IlK- T.O. Qlr OF SKt7FLY TRFC• _...____ _ DeLEUW GATHER sc Co. Ems►• .ne P1 + t. son Froc�.corria . J 4 ------�--� of -- = _ 12 ALL (�tADINt� JL DRAB MATT ?ARK TO BB DOR11E BY CIPT. SMI F R ANC IS C 0, C A. c�c1cED Iri��1 +a��_ DRAWING NO. '.- - .. - -•R-, - - DATE .���l�D FILE NO !/ sz , •.,. . - R C.E.NO �� T S �5� TB 750 • YII N-R_ i 6 > RFMVR as 1n IO-1190 T.O. (ExTsr• T. Lw aw ij s1["aWK . . a sc _ 4 IRCIN SEXCWLY TW. 70 IT'S Ntrr 300 TW. BT. O! 9Q TRK- •` - f fs=_:->.a<.i-ri_— .-- _ __..:_-► _ - _"_ .:-.-_ - • .._.-...._ -_.i. -_. —_—..a'3:1. =1f� eiX .r i _ - _. • + ileei+ii :-�. 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