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Home My WebLink About1271 4 .I N Lu 1 14 ED MWYAN STREET 177 Oor.SITE BANYAN✓ STREET Ay GENERAL NOTES : /5� fj 54 55 I 3 a 7 A N1 51 V PLAINS MMMLAND AVENUE So 1. ALL WORK EXCEPT AS OTHERWISE NOTED SHALL BE DONE IN � � � � � pL f�I � � 3�^ �33 2 0`� � °v�T• I` ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CIJCAMONGA tqw STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS rr G 3 CONSTRUCTION ' CURRENT EDITION. CONTRACTOR SHALL BE w )0 40 iii P�- 2T 31 FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO p Al THESE STANDARDS AND SPECIFICATIONS. Q SAN BERNARDINO FWY (1c) 4(0 41 40 �15 1..5 • 13 1G 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR � 5 42 47 � 9� R��t `=r�o POWER POLES, WATER METERS, VALVES, FERE HYDRANTS, ETC. SHOWN 4 4 A. 6�1T OR NOT SHOWN oN. THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS VICINITY MAP ( I � ;3 �� r'd T � 2f 13 1g OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE. SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS 1JTS 34 45 `� � 1 REQUIRED A7 NO COST TO THE CITY OF RANCHO CUCAMONGA. J ' 3, A PERMIT SHALL BE OQTAINED FROM THE CITY OF RANCHO - 2 bl toZ 2 CUCAMONGA ENGINEERING- DEPARTMENT PRIOR TO ANY � 33 TR CT 1 ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO7 A374A R3857 O R3858 3Z z 35 44: 42 Z CUCAMONGA EASEMENT OR RIGHT-OF-WAY. O O 4. ALL SEWER, WATER ELECTRIC GAS PHONE OR T f 3C '! '� 3� 43N ' '3 >I � OTHER UTILITY h% CT N 00O 9 � � 42��zj � 39�' 7 4 QI S-rKf TYP�NTS ..TERAL M L L S, MAINS, OR CROSSINGS SHALL F3E CONSTRUCTED PRIOR ��Sg pa STRiEEP 7ii1�'8 TO PAVING. �Zg�I � �)'�'• i�. 5t3= ,� 65 Jr S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH 1. ALL STIMET TRESS ARE TO BE PEALED IN A WITH CITY STRNMM 4. OF AtL s1Q!W TRM SMXL BE PER TRIS -y� °' '� � `'� 57 a &4 b 7 601. OF AN AGAONCAIIC soils ramm Fllwd I= TO THE CITY INSPF)CZIR. PERKrT Is RFXlt earl lf1n atg w PRICK so r I In ANY >� I 1 � COs 8 6HT• 11 BACKFILL, COMPACTItVG ORK.-INAL GROUND- :'� AL1. SUB•CRADES 2. ALL STR�I."T � SHALL BE STAI= AND PLANTED A�JMWING 70 CITY S. No S FE T TREE SHALL BE PIAHM WHERE 7HE CEWM OF � TMW 32 wIZRIIN THE STATE HIGHWAY RIGHT CIF WAY. Ali.wm wrnnx HIGHWAY RIGHT or � 'r • j SHALL 8E PERFORMED AT NO COST TO THE CITY OF RANCHO ST7ND�M 605�A. CTLI6FR THAN 3 FRET Tn THE FACE OF THE CURB, UNLESS anWWM NarM. WAY SFAIL BE TO STATE STAND FW. 2"► J c , CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS 3. SOIL FM=ZING AND CCNDITICNING STALL BE IN WrrH 6. ALL S'�T TREES ARE SUBIBLT TO INSPDCTICK AND ACCEPDOCE BY THIS ZG S �! SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR SBCIICN 212-1.2 OF THE SIANDAM SPE=FICATICNS FUR FUBUC WOM CITY FNGn�12. ANY STRIt)MIML SDCTICN IMTC2kiW POR )IIG M1Y Ts PCIt ESTD�� cmx., 50 21 25 z4 23 2.<' 1 �o 'tS /� 17 16 i5 1rd TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OONSTRa=c". TYPE 1 CFANIC SOIL SHALL BE USED WTIH THE RATIO OF 7. RM30NCE SD= AND t4 MM LX WIIB (OCHM FOR CCN of Tl= ALRRAL SFXTICH TO BE CEZfIiPMM AFTER GPADIM AND APPtiDRUATE LAB TESTS.' �` �� a 1 � It � 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL' BE 1 PART CFCMIC AMENLR9NM 70 3 PARTS NATIVE SOIL. ALL AM 40MEMS PLALEMERr. STR2EF.T TR3FE PLACEMERT PER II D SIU. MMKIIS ND. A T.1. OF 9.0 SIIICXJID BE USED IN THE QSIGN OF THE HIGHWAY SDCTICN.FARw SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR Ate. TO BE THnFCtX2 zar N= PRIOR Tn »IlLIIC. 413, 601, i 605. AREA CN HIIGFILIIND AVENUE STALL BE OVEFdAYM SO THAT PAVEHM J0111TS ?Mai 90 � � �9� � 97 913 yq MO RO gTREE? TREES DETERMINATIONS COMPLETED TO VEP IFY: LANE LINER AS DT1t0CTED BY STATE gg �" C'yP (A) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT SURFAGNG CONSTRUCTION NOTES a QUANTITY ESTIMATES v��vra -�- 1r WHEN IMPROVEMENTS ARE,O BE PLACE ON NATIVE SOILS WHICH OONSMSTS OF A ROCKY WXrZRIAL, TYPICAL SECTIONS r 76 a THE SUB-E AND s - V ID PFR DEPD .5 REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE MILLIKEN AVE. � � 8f0 � � � k' S! °� �I�� 77 7S + Z � SUg-GRADE AND Au_. VOIDS OR DEPRESSIONS f7ER 9E FILLED WITH A TRACT NO. 13857 $ �� 3 r�Ne ��.oe MATERIAL OF A DUALITY BETTER Tt+AN THE NATIvE SOIL. STREET IMPROVEMENTS: 13748 a 74 o Y BA N YAN ST. 5s sro ''a 13858 i 42 4C 7r 73 a 4 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM I CONSTRUCT 4" A.C. ON 5 " A.B. 11 1 , 901, S.F R !cT M�N� - 75'MAX. C�EE PLAN/ 41 54 DISCOVERED IDURING CONST UCTIOK THE REQUIRED PLAN REVISIONS 2 CONSTRUCT 4" A.C. ON 5 " A. B. 24,900 S.F 44 47 t. s SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR „ „ O a 48 53 01 1 r T b APPROVAL. 3 CONSTRUCT 3 A.C. ON 5 A. B. 160,600S.F. 236,600S.F. 9 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN, „ - 20' - 2B' 40' T 3g,► e 52�- b0 HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITR ® CONSTRUCT 8 CURB a GUTTER PER CITY OF RANCHO a 47 r SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. CUCAMONGA STANDARD NO. 303. 91 350 L.F. 131480 LF 3, 150 L.F. VAr2/E5 6' VAR/Es 37 to I I 1 LEVEL L/NES 1A p l4 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, 5 CONSTRUCT 8" CURB ONLY PER CITY OF RANCHO 3�1�iO L.F. PAVING REP�.R AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR ANY OTHER UTILITY CUCAMONGA STANDARD N0. 301 a 314. 1 084 5 �`� 'I SFfiT 18 LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER. 0./7 TC 32 y<0 5 f8 )7 1� /2 AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT © CONSTRUCT CROSS GUTTER PER CITY OF RANCHO 4 EA. 6 Eq. /.7�• - - - - : . : 23 22 21 /s A f 31 3p 2G 25 Z4 ORDINANCES AND STANDARDS. CUCAMONGA STANDARD NO. 308. - 11. ANY CONTRACTOR PERFORMU,C WORK ON THIS PROJECT SHAL(. - -- - - - �,� FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE 'SOLELY 7 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 38 ,800 S.F. 49,000S. . 10,785 S.F. RANCHO CUCAMONGA STANDARD NO. 310 a 311. 7 4 i� /�` EXIST�AIA CURB DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WF4~THEA OR BTA. I4Ko9 7b SBA.3(ot12 NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. HANDICAP14 EA. 16 EA. IEA. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT TO BE O CUCAMONGA STANDARD NO M310.PER CITY OF RANCHO INSTALLED. EXISTING AG BERM N/GN 1_4 A/0 A VENt/E 13. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR 90 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO OROA�SED CVPB - - ENGINEER. CUCAMONGA STANDARD NO. 305. 102 EA. 130 EA. MILLIKEN AVENUE 5TA./0+60 TD14YoS 14. ALL CURB AND CUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, SHALL BE STAKED WITH Y OFFSETS AT 12.5' INTERVALS PLACE 3/4' (`0 CONSTRUCT 8" A.C. DIKE PER CITY OF RANCHO 7,T.6 A/n INDEX MAP DONEL PINS AT ALL EXPANSION JOINTS. CUCAMONGA STANDARD NO. 313. 310 L.F. ,Zs rv5_,5 15. SUB-GRADE STAKES, DRI/EN TO THE PAVEMENT SUB-CRAD�, N.T.S. ELEVATION, SHALL BE SET BY THE CONTRACTOR OR, ENGINEER. THE II CONSTRUCT STREET NAME SIGN PER CITY OF RANCHO STAKES SHALL BE SET ALL AT HINGE POINTS AND EDGE OF PAVEMENT CUCAMONGA STANDARD NO. 401 a a b 81 402 . 7 EA. 9 EA. 2 EA. .�' M.Y✓O. FEE PROPERTY �'O' CITY POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT ROAD EASEMENT .InRE THAN SO' INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED �, RY CITY ENGINEER AS NEED AT WARPED OR VERTICAL AREAS. O CONSTRUCT STOP SIGN PER CITY OF RANCHO CUCAMONGA I INDEX SHEET 19. IF THE ASPHALT CONCRETE 13 TO 89 PLACED ON SI.M-CRADE, A SOILS STANDARD NO- PAINT STOP LEGEND a LIMIT LINE ' T EA. 9 EA. � STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND G' 12'' G' P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTVRER'S © CONSTRUCT GUIDE MARKER SIGNS PER CITY OF eauleel TITLE SHEET 1 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR. TO RANCHO CUCAMONGA STANDARD NO. 403. 13 EA. 2=� ® ( VINTAGE DRIVE,SKYVIF4V LQiI:E PAVING. 17. ESTIMATE OF QUANTITIES IS PROVIDC-O BY THE ENGINEER ONLY,FOR CONSTRUCT LOCAL DEPRESSION PER AV-,*VW S VINTAGE DRIVE 2 THE CONVENIENCE OR THE DEVELOPER. THE CONTRACTOR SHAD. N R CITY OF RANCHO �._ MORNING PLACE 3 -MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITE.S I4 CUCAMONGA STANDARD NO. 518 CASE B 5 EA. 6 EA. - sr.P/v , 1 LEVEL LIVE �� -� 4 '� 14��Ft /.s o 0./7 t-ri- y MORNING PLACE 5 BEFORE SUBMITTING A BID.. ANY ITEM OF WORK REQUIRED M THESE �� SOFTWRVD PLACE PLANS WHICH t5 NOT SPECIFICALLY LISTED IN THE ESTIMATE OR CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO �'�••'��•' '' '• � --- - - �: QUANTITIES SHALLBE CONSIDERED AS INQ.UDED IH THE OTHER 15 ` - Z. ., -`� ` / R• SOFTWIND PLACE HIGHVIEW DRIVE G 2 E< /P 6 ITEMS OF WORK. CUCAMONGA STANDARD NO. 518 CASE C is. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD 14"BER 12ZF�KLMIN)� 4 - 1.Or 61 LK SILVERWOOD PLACE SUMMERSIDE DRIVE 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. IG CONSTRUCT FLARE PEF� CITY OF RANCHO CUCAMONGA STD DEaOMPoeF� �. P � eAgEMENT � 8 1 LS C4"rmF" ex r/ G,2oUA/D r► QS, MEADOW GLEN PLACE,SUMMERSIDE DRIVE 9 19. CONTACT ALL UTILITI/c5 AS REQUIRED, 41! HOURS PRIOR � TO �' 314 BANYAN , SrLVER SUN '- EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE N N STREET COURT., TWILIGHT PLACE 10 FCL UTILITY LISTING HEREON LEFT) CONSTRUCT MED►A%i t LAI�1D,TYPE PER CITY OF RANC.Ho 1 LS j�� rj 00 SHADOW PLACE SUNNY HILLS PLACE- 11 Ck.AnnoNGA STD. N 314 Tr. 7 Ors - - , �(,. PRIOR To INSTALLATION of ANY PAVING, A MATERIALS REPORT _ � CRESTRIDGE COURT OAK BROOK COURT 12 SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS 18 REMOVE EX?9MWG MEDIAN CURS (070 L.F Qa 65-�:j 5' ' ,� Raw �-+� REFLECTION DRIVE, STARVIEW COURT, STARVIEW PLACE 13 OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALY915, R•VAL1111: R/1'V pi,'1'�L•^I BANYAN STREET 14_15 AND SAND EQUIVALENT OF AGGREGATE BASE. 19 REMOVE EXISTING TREES q �� 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITI{ R-VALUE Arlo MILLIKIN AVENUE 16-18 PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ^ C,ONSMUCT leTHICIC (MIN) OEC-OMPIC6ED GRANITE FILL. �3� r //' 2p' 22' //' E pAp EL, STORM DRAIN 19-25 (PRIOR TO FINAL PLAN APPROVAL). ,� MuEs-rRIAN -rI�,1L. 9, /�, //, 9, 2, ,ZN �r- BRIDGE PLAN 26_2 22 THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY I TrP, rYP G D PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITES AND UTILITY STORM DRAIN IMPROVEMENTS: NAD EL• 2 -� i RA T: STRIPING PLAN A, ATI_ IPIC3 29 ON-SLATEITE WITHIN THE ROADWAY HAVE BEEN IAD NG H AND ALL 1 CnNSTRUC? 18"RCP (2000-D) x}15 LF R Df -1i 0.'CIS 0.17 0.29 CONCRETE SLAB. t2 A00WtKoN into f� l0��3 4f/Q�l 3 ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN t CONSTRUCT 24° RGP (2000-D) -r COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY � 125 LF 2 ��F'bpT .� _/.09% i.o9y. /4 F� IMPROVEMENTS ARE REMOVED Aro REPLACED TQTHE SATISFACTION 3 c4NSTRuCT 30" RCP (T750-D) O�COREGUTSAi kE� F h . r,�i,',►�: OF THE CITY ENGINEER. 4 CC>NSTRU GT 3�n" RCP (1750-D) 143� F ,r G6� 5 •�•: : PAD EL. 5 05 PAD EL ' 23 CONTACT ALL UTILITY COMPANIES, AS REQUIRED,2 WORKIFtG Q4`16 g CONSTRUCT 42" RCP ( 1400-Dj �t3 � 7YP. A, Yyo PRIOR TO EXCAVATION. 3 pfESSlp PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING : G CON5TRuc,� JUNCTION STRUCTURE 'A' PER CITY CIF RANCHO CUCAMONe,A 3TD DWrz NO. "' 0 EA ® BVI NTAGE DRIVE Si �- - Q�oeR LYNN Nq�� A. GENERAL TELEPHONE 7 CONSTRUCT JUNCTION STRUCTURE-e PER CrTY OF RANCHO Cd1CAMONGA 5-M DWG NO. 509 EA MORNING PLACE woTz:SIDCMV.LK P�UtLT �� wO�P �9� �� r-s- FOR UNDERGROUND SERVICE ALERT(800) 422-4133 DETAIL A ON MOLTING rIAC.G = o �� x ��ave�-��Y�� 8 CONSTRUCT MANHOLE A PER CITY OF RANCHO CUCAMONEIA °STD. Dwe. NO. 510 EA yl- 7, NT9 ®cam^TION 17+80 Td�1P►TIDN 24♦OB " B. SOUTHERN CALIFORNIA GAS COMPANY 714) 529-2889 I�E.S BTA 1 21+ N 4 0� //!5'EEG1Prl2�/i�Dy��ll�b/By_�!![�S�,, yF�fjry 2191 E. BIRCH STREET (714) 529 - 7070 9 CLv,'STRUGT MANHOLE'S" PER GrTY OF RANCHO CUCAMON6A STD DWej Na 511 3 EA �� 65.75 (WTH SIM&)AND TON 0.6 B R E A , CALIFORNIA 92621 _ b cow uCT CATCH BASIN No. 1 PER 'CITY OF RANCHO CUCAMONGA 15m. Dw6. NO. 502 3 EA TO 25 t 75(90UTHFASTZKLY 610E) (� C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2391 11 CONSTRUCT CATCH 2ASIN NO. 5 PER CITY OF RANICHO CUCAMOWC-A STD. DwG. NO 504 13 EA ,QIW R w ® tvlL 9641 S. BERNARDINO ROAD (� CONSTRUCT C.S.P. DROP INLET PER DETAIL (DIAMETER PEA PLAN) 3 EA Cop' © qlE FCAUEO�� /GY✓ P - RANCHO CUCAMONGA , CALIFORNIA 91730 t3 Cp�-�� C,ptU��E COLLAR PER DETAIL 5 EA � STORM DRAIN NOTES: .e' Nb. DESCRIPTION OF REVISION ION DATE- CITY REMOVE EXISTINC-� Coo" RCP 8-1 LF' � � � � N � APPtROVEU- I t sTAT►oN5 sNowN -mus 04 00 ARE STORM DRAIN STACrION3 AND IiR1R INDEPENDENT REMOVE EXISTINCa DROP INLET STRuCTuT�E - _�-- ESS, OF ALL CENTERLINE 9TATIONS• 1 E,+• PAD Ell /2 Rv 7 9 9 7 2 12 --. v��` fC�, 2. ALL WORK SHALL CONFORM TO THE STANDARD SPEGFICATIONS 1� PUBLIC WORKS IG coNSTRUCT 54•" RCP Ct4QO- D) 227 LF ROUGH 2 I trio rYP z ROUGH � CITY OF RANCHO mNSTRUCTION, CITY OF RANC•NO CUCAMONGA STANDARD DR,AWIPx3s AND STANtaARn '� coNslRucT 24„ c.s P 4& 1„F �1 1 „ o.2g �� GRADE / �� s��\ l�' CUCAMONGA 6PEC4FICATIONS, ALL APPUCABL.E GENERAL ll JT I AND THE STANDARD SPECS t3 cow STRUCT 3G C.S.P 30 LF 0.29 0 W N ` = OF INE 6TATE OF CAW FORNIA- _ 44 /FopT . r 7- �. _ _ 257Y �� F007- t o. 047029 R OC !SrRUC:T 42 C.S.P 6El Lr 2.57/ _1.33y /.33 Gill ETY CGRDERg VAT1C>rJ<3 SHALL CONFaRM TD STATE OF c:AL.1FORNIA QONSTRcJCT10N REMOVE EXISTING YL" PVC 440 LF 1 f 0.5 �: -� •f 5' ata' -1/ J,EKp *;% ) ITL E SHEET 6 6 TYP. l4 CIV 4 ALL PiOE SHALL BE BEDDED IN AC:CORt14NCE WITH CITY OF RANCHO CUCAMON6A STD PLAN( 21 CoN1-iRUCT .luNCT1p1J STRUCTURE = CASE Z +PER ARMY CORPS OF EPIGINEERS STAIJDARDS 1 EA PAID �, ryR 4 3 4 MD EL OF OAL�40Q' STREET I All ID RC VIE f'�dE(�T iDLAN S` NO. 513• 2 COtJ5TRt1CT !v!v" RC.P D-LOQ i 'ER PROFILE 397 LF 5 THE CFrY OF RANC.P0 CUCAMONGA INSPECTION DEPARTMENT SFIALt_ 8g NCSTIFIF_[7 AT LEAST CONSTRUCT RIP-RAP CpEP1f` lb so cY ,,�...._ 8a Sl (al' ", DRAIN TVub WORKING DAYS (48 HOURS) PRIOR TO STAFF OF WORK AT 989-1$63 A PRE-CONS- s ct,N3TRUCT BRICK AND MORTAR PL 11C - TRUCTIot_! coNFERENCE Is REQUIRED �'RIORTO STA.'(T OF CONSTRUCTI(aN. FILL IN EXISTING INTERIM V-DITCH �o EF ALL ON-SITE INTERIOR STREETS 6. R.C.P SHA'&L CONFORM TO APPLICABLE A•s.T M. 5TANDARJ6. M „ MIL I KEN REMOVE 6XISTINI$ 24 x 2!} GRATE INLET WITH 12 PVC 2 EA T�=s .p=mss-ae' NT5 TRACT 138576 APPROVED BY: _ LATE: )1, 1 9U13�iTITUTION OF A•C.P FOR R.c.P` MugT I+A��E PRIOR APPROVAL. 8Y CITY ENGINEER.' STREETIMPROV M CON 13748 13858 BANYANQ�OFESSIpNq� CJTY ENGINEER '� `'°`- �' RC. X2397 O 8. ALL FILL IV'-rER1AL !bHALL M COMPACTED TO 906/6 RELXnI fE CAMPACTICV. AG p N L ,r � �`-�� E �.. I DET ERIr11 NE') dY CAL�;`^Q.AII 4 TEST METHOD 'l1G F C�t•�TRUC•C CONCRETE HEADWALL ?ER DETA'L C/25 , 2 ® ET7.aF'F6 '�oE� /ES P�' ?N 'LiIS'rEiv�✓�vT. 2 .?.� E� i r 4,� Q`� �`P C'y 'y nar �ra,ti. sodfrCon ch �D, �! c DESIGN Pa -OMMENDED CONS7RUCT V-DITCH (SEE 9E:'T!o►.l A-A oN SHEET 2 r .yl.�-r4�' ,��w avv,�7rr �s�-.Ascyvs'r. �T� rr.ax� - 4� `� �' FUSO� ^�•"" h'^"• 9�'°S 4:. ALL MATERIALS TEleiV .4F FOR THC`_ DRAINAGE FFAGL.►T1ES SHALL BF- PR0\11'0M av 1225 L.- s G'�r' (,i.•►swasa) Tti 1 nc , . '7.�!i�Tl/lfiV�Yc�.Arf'L1P 3PCLIC - Rtx(n4i Tarn 'E ODNi RACTOK OR VELOPER ;N ACCORDANC WRN / 7 57�13�S'T�n/6�8�.01s'E / EA4 a Nr. 3'413 R W i LSn N_ I �I ��r.1 _ �1I E THE NUN1PsER,LST:ON a� 3 BANYA E . - -� ! _ffi ��'� *IO F'AEQLENC`/ REG UT=-Z' _T) INY THE C7v IN.�PE.C:TOR. ® G1aI�.T.PYiC-T G~��y 6�L�/� it�1F Jc tfr.93F.9' '+ ^I?AW , IJ /rVr✓T LL 97TL/®.�/7r�Sl.�itL QY SIG-�CZ?aPOY/�JTii�SYLL�/�LO �E�J /E�4 yEw4 �n\ P 'i�SHCIRT , 7 0 r' � /N5'T�gL 7. f7'! /T�. iIG BNraC GZ-Z7E��Y�If472GO 9YG.>�L�Jf'�GP /F� ''9l� Vf v`1D� ,r F Ll�s_n rs NO _ - j STORM DDRA H AN DD STR T IM ROV Vm NT 1�7ti5'1.+R.�'r�I�FE ��.tPC/7Yfs72� .I.t�.4 IHECKE' ORAWIyG NO. DPT ..�� FII., NO I .,� - .-- - - -- -- TOTAL Prt"DJECI n-F.4�= .I _ _ ____. _ ____.. . I POW OPAP o I �� i I �z o g `�` a w > .. ., .. 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O/,G - _ © p�- iG25.O TF=/628.75y k31 is l Z7.0(o BF- 1&25.0 TF•16ZO.7 �6z8•p,. I�ti�S tb2'I'�.I, T�6 99 S '(0' !y / WE_OF / / .; I627. \ 1Gr WIrTER LJNF- COF f1ANN� CREEK ,.• \ G'-O" 2�S i b i. 28 I1o31�' 1 3 s •,/ ToP OF 5L DESIGN NOTES TOP OF sLOPE r �-0 DESIGN SPECIFICATIONS : AASHTO STANDARD SE EC�IFICATaONS 0 Sb DATED 9 3 AND AASHTO INTERIM SPECIFICATIONS DATED 1974, 1975 AND 1976 AS SUPPLEME_�ITED BY STATE Of- CALIFORNIA BRIDGE m 0 1� 0. 11�(,'-- �,� - w DESIGN MANUAL, 1983 EDITION / �,� N COhDc��' / .��, �G 5 o LIVE LOADING: HS 20-44 AND ALTERNATIVE DECK PLANt CONCRETE: 28 DAY COMPRESSIVE STRENGTH (f c.) � '4,000 p- s- i. i SERVICE LOAD STRESSES: SCALE 1" = 4' %/ / �` / r CTBi'PjE #DECK SLAB fc 1, 800 p. s. i. FOR ALL OTHERS fc 1,800 p. s. i. r / �•—t—* MAX sl UMP Foil ANY CONCRETE �5 a q o.c. 80TT (TYPICAL) , M ` �of /�,�- REINFORCEMENT: A.S.T.M. A-615, GRADE 60 EXLEPT s 3 s4 MAY BE GRACS 40 SERVICE LOAD STRESSES: 12r o.c. 80iT / DECK SLAB fs ••= 24,000 p. s. i. ® FOR ALL OTHERS fs 20, 000 p. s. i. r FOUNDATION DESIGN: BASED ON FOUNDATION INVESTIGATION REPORT BY MANHOLE E LIMP//✓G NIELL *g x 2p-O ® / PACIFIC 901L9 EN&NEERING, INC. 0ATEO 5ZV A9 7/l1* REPoF9 NO. /107.38 28 t2„O C •� ALLOWABLE BEAR I NG - 0000 LB8•/SQ. FT AT 20' ± SELOW GRADE CON572UCTION NOTES: NOTE: DO NOT F2ENICWE SHORING ! FORMWORK 'FROM BRIDGE UNTIL ISTRENGTH / FIA£ REACHED 4000 P61 BUT IN NO CASE EARLIER THAN AT 14 DAYS AGE. CONCRETE SHALL BE CONTINUOUSLY MOIST CURED E5Y COVE9*46 WITH BURLAP OR SIMILAR MATERIAL FOR A MINIMUM OF 14 DAYS. SPRAYED ON MEM13RANES MAY NOT BE SU85TITUTED FOR MOIST CURIN45i NOTE: ALL CONSTRUCT/0N TO TAKE PGAGEAFTERAPR/L /5, /989(9o)r<�E 09 w / G OMPLCTEO 4e ACG&pTEp B Y PUBO/C AGENC/ES PRIOR TO OC T. /S,/98,9(90) /I . -`—•- 8� —moi y'I00 � D / / I 1 ECK SLAB INCLUDES OEC U NT 0 oc Z.�O� Ibti K, AB TME' S,CDL UMNS f, `DOT/NGS F �0. /fi1�7�GlYlt^ /G7'✓ �'r�•+f�G,G .c.�iE-L/M/TE/7 TtJ.4 WJE-.P.C�G'+� - 9!-e �T•yE IE.P//V T.�E 2 �k � / � � kms• � � • 0. A 'b3ti *NOTE' WRAP CHAIN LINK FENCE OVER (�• °� ,0� •`'•� 5�P �� TOP BAR OR WELD UNDER TOP - / N 89° 18 �,�E BAR TO ELIMINATE SHARP EDGES / 82-G Ta PROTECT EAUE57RIAN RIDERS. /- BA , YAN STREET 4 N Si;o Cave. COLUMN i aANYAN sT• --� 5�0" 8ELOW SEE �QETAIL C� \ CTM Cb G P I ) r l' N 1-O 5-O 22'-Or 22'-Or 2� MLO" ALO" % ,c�7T/l,�— +`1_ r 7t)P (TYPICAL) �� BOUE5TRIAN *4 12 o.c.7GP TRAIL / CTYPICAL) CHAIN LINK r `1 SCE io 0 c�j TYPE 244 RAIL >,�'_1- 2.2OX 2 • ® 7 / 5.1 A BARRIER BY Ito 0 f OTHERS DECOMFMW '� 22-0 GRANITE FILL OYER W � � 21_O" SLAG. d� / i BANYAN STREET BRIDGE TYPICAL SECTION NOT TO SCALE q\ 0 3D O V •t� r q'1 � r �p.•�5ry a :�G / �P�y / ��0�0 rya^ \ /fl t44- 4 t Ia.q1 g" cc1Re 1=ACE °�1o FJ / x(03 / I 2L Or U N / 1630.66 1&200.q(p %bu 102q ° 00 o;o o• ;� 2% TOPOF SIC Q�tI c•o � ` o° a d, a oA/6• • 0 0 •5 re d d a r e �` �� •0 23.E -- � 0 100 t sl ____•-_-- -----. I • • NOTE: t2"} DECOM GRANrrt 1��A •• • FILL OVER BLAB IN THIS 0. dd a AREA. ' o` EA _ t ♦� /ic e�3 © REV BRIDGE 7O S8GFOP COMMENTS BY FWLS L-B-�-'J zarls-4 . 0. DPS �6 ,t // a "� G 1 —� CITY 1(u�Gj c oar- moo TO�°gc 0 6 �, QFESSIQ DESCRIPTION OF REVISION DATE APPROVED ° 2% a o00 �(r� TOP OF FIE `O� ° F Ga � P ��aN L. Cyl�y .° e C 20 • . o ° a CITY OF — °�� RANCHO CUCAMONGA '6 .� -. •. '. '� No. 3�4433 � WALL OF EXI 3��s o * BRIDGE IMPROVEMENT PLAN C DRAINA4E G• CHANNEL p. J>1 Cly) ► 4 ^ .S:p 4-1 5LOPE TOP OF r OF CA��E FOR WING WALL- g,G 17. :/ a 2.1 (TYR) (o7i •\• u " °~ BANYAN STREET r s s � R,a •E•S APPROVED BY: DATE: �' 8;6. Fo�EstiE�T CITY ENGINEER RCE. N0. 2. L •qc �r 2g JOM COIL ASSOCIATES INC. menmm"*vmw..%pari(N RECOMMENDED /6 �, 3•� ;' I�ti33 fleE y2�'yl ��9 ��`�' P/4 STRUCTURAL ENGINEERS DEsI(3N F1�ISCOE 5W,TLLVUM 1�2 D a_ 83 aRk los JC .wuO. l,.. (�f{fi.,..9.1"(P; O I-7.11SI�IsrN DRAWN FAA 1-r�raso-. SHEET Ao a OF-1621.0 t/77-- �< 6- SHORT F /GZG.BG T=g�)�¢�0 , �r'� 6F-/&Z/.Os TF:/G26.8� 22 I ti 5 'L� S•/Q-� — NSM/LE 26A of�_ CHECKED --✓F1'_ R E NO`�33 DRAWING JO!!N COIL S.E. 1 S43 DATE HC DATE � FILE NO 27 OF 5'$ i — — Q I MWD PROPERTY - 77SCALE 1 = 10 a •�- '1 � �4TCy E �� \ MENT D INT. DEER CRE7EK CNANNE BANYAN STREET0 Oil ♦ ♦ O,oE S ' I \ I • DI 500'4 0. d A Iloti9 ♦ ♦ • `moo �, /_ 1�30y (o \ , . ► Ilbti15 � , \ ORI VWWAY W=20' STA.97+72.55 ly3p'I I big 9 0. IIv2 '(G I s �� V F � 9�3 PRI WWAY w4 �( a voti f D 10 • PROP. 24"RCP y 4w 0 o p p� 0 v r • � Ib EP � 1�31� '�..... 68' FUTURE v I GURB G GurC2 i i h, Ib1�'� `s•o.008 TOP OF SLOPE i! DESCRIPTION OF REVISION DATE CITY APPROVED. EDGE Oc CITY OF RANCHO CUCAMONGA (� PROPOSED PAVEMENT ' ' ACCESS RAMPS o to CONSTRUCTION NOTES: o o ZI BANYAN ST BRIDGE PLAN 9 —CONSTRUCT PIPE GATE PER SBCFCD FILE NO. S.P. 209 W=16 ' PROPOSED V (a''RCP30 CONSTRUCT 2" A.C. OVER NATIVE. F��FESS!n,, APPROVED BY: DATE: Q�<;b `qll^ZZ CITY ENGINEER 144 RCE NO. b ! T , zsma-sr�,..�,......1;-1 , RECOMMENDED N^ 43.01 DESIGN QUft VALLE 0 ESD�_•��—�� 114)250-/SIN • � * # � � 1P4X( 1.)25II-ate Jtq/ CIVIL R��P DRAWN SHEET'e;OF FS For cauFo G. DE SOTO 26 B OF 30 CHECKED nR • 43101 DRAWING Na R.C.E. NO D.VALLE DATE 3-16-89 FILE NO 1271 \J BRIDGE V/ BANYAN - SCALE 1"-10' - 12210.971PFs 37902 38 14-Mor-89 02s4O PM / 379.0201-1 28 OF sa //tiil5/OE4F G'75i4/Y/YEL �L7r✓-' BANYAN ST. 3" 62-G + 1'-0It Loll If 5' 0' oil 22 O 22-0 2-0 1-(0 10 0 r , M 4-#11 DOWELS STOP 3-#11 STOP S-til A MID-SPAN a MID-SPAN CONST,SEND #11 BARS O THIS JOINT 1;�CONST• ALT Sod SPLICE LOCATON . _ EL. 1631.2 JOIN1s BAR FOR Cora• ALT 30d SPLICE 4-i►11 i / EL-1629.06 I EL/(p31.3(of 4-#9 wrrH 24 HOOK I 4 EL. /&ZO.7 -- -- - - -#9 WI 4 TH 24r NOOK + + roPOFVEER I2" - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - -- -- - -- - -- - - - -- - - - 12-1400KGREEK GNANNEL HOOK CONST JOINT A EL. 1628,5 24"HooK 05 STIRRUPS EL. l62l0.8�0 @ 12"o.C• (TVP) 8071OM OF 12r-12" 28 + EL iG25.0 SLAB I TYR P. _ *4 BARS 11091Z EA. FACE 2' Ax .0 -LA- 12 M O ® SEE SECTION _ r FINISHED GRADE Ty 7 / 4 # 24 HOOK R 9 � r SEE PLAN FOR 2 MAX - (ELEVATIONS T. 26 1_#11 \ ,SH Z_L TEMPORARY STRUT DETAIL P 7 *1 I Ec. /620.9 BANYAN STREET CHANNEL -v 2 7 O"ONAL SPLICE LOCATION 807fOM OF DEE2 GREEK GNANNEL _ VERT `, NOTE:?• SOILS ENGINEER SHALL INSPECT AND APPROVE EXCAVATIO?.! I ^ AND BEARIN,$ SURFACE FOR FOOLING • AND IMSPEC7' AND _ 28 I APPROVE BACKFILUNG OF EKCAVATION. AROUND FOUNDATION APIA ABUTMENTS. MINIMUM COMPACTION AROUND FOOTINGS AND ABUTMENTS iS 95.16 OF MAX. RELATIVE DERSITY. " 2• THE BACKFILL e{MLL BE ON- SITE MATERIALS WITH OVERSIZED l•¢_p 20�0" 5� O" 30'- (G" OR LARGER) ROCkS REMOVF-D. i METROPOLITAN WATER DISTRICT GENERAL NOTES = 3(0'o CONC. 144'd al)) COLUMN IONS FOR CONSTRUCTING TH 3CLO MCONC. t�I C (6XISTINC S�"QSCon�C- ® SPREAD FOOTI W. D. PIPE COLUMN ANO T DIA. C. O BE • TICAL AND TIGHT - SHEETED. 13 \ N \ N 2. PRIOR TO STARTING THE EXCAVATIOPI FOR SPREAD r / %EL FOOTINGS, THE CONTRACTOR SHALL SUBMIT METHOD 9G (I.17 _ OF EXCAVATING TO MR. G.L7. HAZEL - STRUCTURAL EL IfoO9t N (ExISTINO) EL t + ENGINEERING BRANCH OF M.W.D. FOR REVIEW AND I(oOfo.O_ 10'-p"SQ 94"(o EW APPROVAL. 11 0(o EW 3. METROPOLITAN'5 IN5PECTOR MUST BE PRESENT DURING THE EXCAVATION SHORING, AND BACK _ FILLING OPERATION5 FOR THE SPREAD FOOTINGS. 9*(oEW B SST 4. PRIOR TO STARTING WORK ON THE PROTECTIVE SLA5 AND OR BRIDGE - NOTIFY MR. LOUIS L. TREADWAY, TELEPHONE ( rlW -q9,?-5202A c� NtiE� S. IF THE CONTRACTOR PLANS TO USE ANY EQUIPMENT OVER THE M.W.D. PIPELINE WHICH WILL IMPOSE GREATER THAN AASHTO H - 2o t I THEN THE SPECIFICATIOAIS OF THE EQUIPMENT SHALL BE 5UB M ITTED TO M.W.D. AT LEAST ONE WEEK PR102 TO ITS USE FOFZ REVIEW (03� AND APPROVAL. $:O.Q04 1 510.004 1630 SO- 0 �" �" ` B`AT�/>� !o. THE CONSTRUCTION EQ UIPMENT RESTRICTIOMS MEWTTs IOWED 5HALLPPLYINTHE DU R- N G UCON S RU CTI SPECIFICATIONS I fi'.9E L/c3/>✓Tarr` Tt/�- 7• BACKFILL BEHIND CHANNE WALLS SHOULD BE COMPACTED TO 0096 OF MAXIMUM DEN13ITY (ASTMD 1557) EL. I(oZ7.15k7-,q NORTH EL. /62(0. (055 END (NOeCND) .t�.r r-.-4 ��v Av✓l�s��_� 5=0.04% 1 1625 • EL. 625 G7 f- . � g�o.o9y EEL. rr II V� •°• 1620 eat pts A e:77E •' V v •„ / SECTION F - ABUTMENT E 0//�/� �_,_ •� Q�vFESSlpN # 0 A INITIAL / �`�� P LYNN DELETED M`YD NOTE / AND CHgNGEO SIA /6/4 EXCAVATION - 0�0� py y NOTE 4 TELFf'f/ONE NO. i� �- 'o 1615 SCALE 1"=4 WEST ELEVATION SHOWN JACK DETAIL Q 43f of 113190 �• - r •�. • ' . � . '.• r � / N7� 27 , * CITY • EAST ELEVATION OPPOSITE HAND DESCRIPTION OF REVISION DATE j IVIL P APPROVED -QKpF E SSIp qI * /G - SPECIAL CONSTRUCTION NOTES - CONTRACTOR TO NOTIFY IMMEDIATEL /ti�:�ati NA! FOF OALI40� FOR oNsrRucrioN G _�-� CITY OF RANCHO CUCAMONGA � ARMY CORP OF ENGINEERS -�-'•� tiq y� UNDER CHANNE�SEE 1610 ®1. EXCAVATE A TM�M CH E&M SII). OF CIMNITIM TO WMIIN 6 DCMS ®8- OPPOSITE OFUC UGH 7t O ADJACENT FOOTINGS E BEEN TO f 213) 894-4926 OR S.B.C.FC.D JIM DUNN � SPEC/AL CONSTRUCT/0/1(/1/07." OF TM EXLSTRU C>r�HI� E10 1K. �4M SHOULD BE C' / 20 FEET wmE AT ITS BASE WrM 2:1 >" NIW K SIMrE ON ONE SIEE 9. BACKFnL AND CMAJACr SOIL TO SOFFrr IEVE1, of cPAM BEAN AEUr- (714) 387-2642 IN CASE OF ANY CRACKIN � 9 4433 � BRIDGE I M P R 0 V E M E N T PLAN Arra TM CHANNM r4AL TM OTfWR srr1E OF TM TPFMM. 1�IS. OR DAMAGE TO DEER CREEK CHANNEL 14 *Civil-*` ST.Pr�T� �-✓i� BE 000POUNDS s�c Cr V It ®2. vrrtzZn� Sr1Ar�, �E >�� (5, Ro NDS n AND/OR 10. �-rATr. , Pt1aK lil<'tdC AlID CAST Qty Hsi AEVIIKI:NIS. .�_OF CAt1 ON Il ArID S /(006 1605 EX FOR ,PEG��,PEp Tv EL. - EL. /6 0/ 5'T�BIL/z� TX'E'liYi4l15 ]HAND E>QUIIIP, EXCAVATE DOW IZE IDICA'[� IM PIANS FOR TM FOOTINGS ON ONE SII. OF THE CE ANNEL CI LY. 11. 9= POEM AFTER 7 MS IMM40K CORE. SLOPING EXCAVATIONS AT 1:1 FROM THE OUTSIDE EDGE OF THE EXISTING BANYAN STREET CHANNEL BOTTOM. EXCAVATE A TWO FOOT WIDE TRENCH IN LINE WITH 22. B�iCiC FTTL � GRAM EEM ANIS- THE NEW FOOTING CENTERLINE INTO THE SLOPE AND UNDER THE ;'��ap1ESS/0N`''• TYPICAL .CTI N J FORK � CHANNEL BOTTOM.INSTALL A 10 KIP CAPACITY PIPE SHORE AS SHOWN. `,.�"°°'••. 4� APPROVED 8Y: DATE: INCRVA§E THE WIDTH OF THE TRENCH INSTALLING ADDITIONAL SHORES 13• T AND SIOF • r SCALE I =5 7 AT 2-9 CENTERS UNTIL FINISHED WIDTH OF FOOTING IS OBTAINED CITY ENGINEER - RC.E. NO. Z,2 97 Isoo JOHN COIL ASSOCIATES INC. r ®3. INSTALL REINFORCING COLUMN DOWELS 8r FORMS AS REQUIRED FOR THE 14• FCR - ? ' DESIGN �,K,..;,,,u�,,•,,,,, .,,,,,., ,, RECOMMENDED SPREAD FOOTINGS. 51 HUCI URAL ENGINEERS OE 4 CAST CONCRETE FOOTINGS. 1.5. CAST F rlr "p Esm. •` � ' r-r ,aso rsnn 5. INSTALL COLUMN REINFORCING CAGE FORM WORK FOR COLUMNS. AAAr-ra,lso'alo DRAWN SHEET 6. CAST COLUMNS. 16. Pi4TJ= AND Faff � FOR CIMM GMRD B IIS, AND ��`�' 7. )� Fn7• C)VII2 TO 6'* AS)VE � � I'IQ+S, AND CAST- , �� r, ie•Sd NSN1�l..E rh, �� //�� ,�,n 27 OF •�0 NEL RM A FWD (IIIGH SIDI P) SI>lrID �r SIURRYY MDC (2 SACKS OF � CHECKED � � S"63 DRAWING N a CHM?r/YARD) AND ALLOW TO CURE FOR 3 DAYS, 17. MWi* M FEIN RkUB AND fflANIEW rm►S. R.0 E. NO- DATE O / \ JOHN COIL S.E. 1543 DATE HC DATE 5-2"BF FILE NO r / j 29 OF 5'8 I " 3 PIPE' (GAL V. D 9'-o" cNA/N L/N/C I 28 ARS r Q SEEBELEV. 5 BAR 9 /2110.C. N oC '�¢@/2" I � •► „ • SURF-ACE IM v l -!0 2 -O _ V I I WING WALL �4US•12 02,-G" GUARD RAIL, G 8 VARIES i 5l OPE TDP e 2:1 I Tl MATCH GROUND -0 1=0" 3"MIN I I FINISH " c • • • • • GRADE G MIN L4, LAP SPL/CE N 24" M/N. 1t1 IK N � ? FINISH " I� II t2 MIN �? GRADE * aK S=0.040 4 CONT. _ IL JI (Co TOTAL) — >'f 4 @/2" L–� LAP 5PUCE EXIST CONST. \ ly t'-G" MIN HEIGRT r y CAANKIEL WA-•L LTO IN - -' l2"DECOMPOSED - S NAR S NT u " _ 3 3 �� + �9 � /2 D.C_ LONG BARS GRAN/TE F/LL �4� /2"O.C. �1J CLR 04-Cv/2 D.C. P/2"o.C.- SHcA-r 5AR3 1�1 VOL'5 @ 9"o.0 EL, moZ8.5 M'� G �� ° W 01.4-0/P"o.C. 0 CONST. *471M Q b goo==2" ATO/NT � 12' 0•C• > 3" 3" - 449 • • • TOP of BRIDGE 00, CLR CLR DECK BEYOND—\ 7/ES 'U m • /2"o.c .. \ v co s E PIER BEYOND BARS 05 TIES .I a O'4Cv/2"O.C. \ V �O~ Grr 9Lo6"o.C. EL. 1(o28.5 SEE FOOT/NG EACH WAY L� TDP SECTION E ELEV. FOR 3'_O" .,50 9"O.C. SPL/CE LOC_ NZS PIER BEYOND SEE DETAIL G SECTION C NT6 NOTE: SOFFIT OF BRIDGE DECK /S LEVEL. SEE ABUTMEqT Et.fw. SECTION A TH/CK/VESS VAR/ES FROM /"- 4•" /N//✓. TD /'-/O H EXTEND cowMN VERT SNE�T VFOR STEEL 4' MIN INTO REINFORCEMENT Y NT5 ABUTMENT DIMENSIONS I 3" PIPE (GALY.) ' VARIES • P12 IZ• I I %I r MIN MIN � C��• C,p1,11MP1 CNA/N LINK 2c� 3" 4 STD.(GALV_) FENC/NG - � PIPE @ lo' O.C. I I OP-SPUTIMAL E LbQ,ATI�� BAR 34"o CONC• COLUMN -' F_6 I FOR SPACING ON MAX. i i le 4' #4-nm,SEE DETAIL G cr .3 x 8" STD. PIPE w/ 8-* 11 VERT - SL EE VE- TYP B-411 VE1;T + : 0C TO FIT LOCATION � I THR v I I ABUTM ENT BOTTOM ;U �; i� �"4 @ /2" O LJ REINFORGNG ABOVE , 4Cz/P"O.c. 17 4 con/T. � � LL L�=JJ � �4• CONT. 4 WIDE x 2"TNK STYROP44M o - — : OVER eyllsT.1ST PIPE (�/2"O.C. s�-�[..� /p"O C /P"DECOMpDSED 4WIDE x 2rTHK STYROFOAM GRAN/TE F/LL � ��ON PAD 0�/'ER Ex►ST PIPE SECTION H CO/Il57. d NTS 4Cr�12"O.C. JO/NT • : CLR CONDd/T AS ,4.Ld)12" O ' cLR 0 I ti #4A 12r o.c• E.W- N SLOPE = OC EAGE OF CANC. !{T ENO d 42" LAP SPACE: CONST. -Fr v OF GUARD RAIL SEE - I� • I LCLA- PN F DAG; = 4�kd cTo/Nr vETAIL. 4 PLACEs cLz� c E OF'�0� � 0v THUS 5'-3' ±•I y . cANsT � � o i CLR s0 C. ,}• G•HOOK o- TIM +► 2._O. a' 1 cLR 2-G" ` � 3"CSR — o 3 VARIES 5EE F/TT (, DESCRIPTION OF REVISION DATE clTr �Ir 9 (o D.C. �4X 3/4 DRIP EL. l(ozo-5 \`� EL. 11023.5 V I SEE T 27 Aoe eh/NF JAPPROVED �M CITY OF RANCHO CUCAMONGA BRIDGE IMPROVEMENT PLAN SECTION B SECTION D SECTION G FOR M5 NTS NTS BANYAN STREET NOME: AT CONSTRUCTION JOINTS THE SURFACE OF THE CONCRETE IS TO BE THOROUGHLY CLEANED AND ROUGHENED 5Y 5ANDBLAS7rING AND USE RETARDERS 50 THAT A CLEAN BONDING APPROVED 8Y: DATE: // �` �i8*-, SURFACE WITH AGGREGATE EXPOSED WITH �� ` A I/V t CONTOUR TO 'THE SURFACE. THE BONDING ;` � •,.- CITY ENGINEER RC.E No .:Z2 3 7 SURFACE SHALL PSE DAMPED AND coATED wrfH OOHN COIL ASSOCIATES, INC. O `" - STRUCTURAL_ ENGINEERS DESIGN FUSCO 15n KrvlA,ll fewn+u �r,n,•l,,; RECOMMENDED PRIOR TO PLACING THE FRAND CEME-14T AND ESH CONCRETEMIXTURE US7rFOR i '� kmtrr 4ru,.(ulirur-rN,%2'uS JC ("1-1)l SB 1500 � h4X(-1 a)250 420 DRAWN U� ' _ SHEET NE LEVE. � �. 9.30.9/ •;.-/., . �ttP:�' . ,�� OFWSM LE 28 . 30 Kir La Sumnfym CHECKED A-At _V"_4 DRAWING N0. \� JOHN COIL S.E. 1543 DATE HC DATE FILE NO 30 OF 5-8 -•'--- .----- -----•---- •-- " - womommommo ��--_-�."Aa+.,rt� _ ia..': . _- - - - _ o `� J _ __ _ -_ _ . . . __. _._ _ _ _ _ _ __ _ _._ -- _ ___-_ _ _ _ ..___ ... -_ _ ___ _ _ _T __ . ,� ti . - - - - -_ _ - . , , _ _ _ : ___. __ _I _ __ Ai . . . . / 11&)0&5ta` /�/• , }ter -dh'tr,� : ..�: _ WG H.GHLAP1D HAVEN .1%/ES. I t D W � 5Ea . : - . EX/5T//1/G M.6✓_D. 9&~ Ae,E57'RE•5 : l . SET BRASS DISK IN TOP WEST CONC. WALL 1 . r E Q r�6t W � Z _ _ _ _. , _ OF DRAINAGE CHANNEL 81 AT SOUTH Q : : : . ' coNC PIPE I1r�30 � I , . , . . • �'� . , �� : ; _ _ END OF 4 FT. CHAIN LINK FENCE 44 FT. . t : : : I 11 . _ , . _ , : . : : . . : : ? , . . - s . . LANES WEST �_ SOUTH BOUND HGHLAND AVE. . I . . SOUTH I AVE 8i 146 FT _ : _ _ _ _ - ._ _ _ s _ . 1 - V _ : . . . I . . . , . . ELEVATION 147 02 . , : . . _ I . . , : . . . . . . . _ 1 ; __ _ .- _. _ . .. - t 1 . . . .�' ; . - V . . . I I - \ : : . . : , . . : . . e N . . . . 1aTto aS�Q - t . _ -... , -. - : _ __ . . _ _. _ __ . _ _ __..._. ... _ . _ - _. _ . - _ . . , . . . . . , �r � . , . , y . ...__..... �� -- , , _.._.�_ -- .. __. .. _ .. __ - . ,� _ –�•� I , I . . . � : : V - . . . . . - : . _. - -- ___ __ ...._•_ .__-_ ___ _ _ _._.. __ __ _ _ .._... . _ _ �__ _ _. __ _._ ..__. __ _ __. _ .. _ __ – _ • , , , . , } 4 : . f . , + O . . . S ; : : , . , , _ - - _. _, _ _ , y� , p : i ,t _..... .. . ... .,. .. . _... ......._. ._ ._._. _-_- _-_.. - . _ - -_ _. .. _ P4_ _ � +� I . , � - 24 i.AP �uGE, Lc Itl' TMJ T : Imo:�F L:F. `, N 1 . * C . . , , 12 - 1; 5 l!v 20 0 - . o . . . . . . - . _ .. ., _ . F _ _ 't .3�' 3& THICK COA(CRE•TE PROTECT/DN 5LAB Q XG4Vi477 , ,� . T E ALS SrL"FL_' . _ ;. : _ . 5 , . {� ,r� 1 ; - o•c L T . , I �- . . . *,oll� - . I : NI - . 0 � 1 ti �'L . Zn . . . . . ; ' I � , N 01 v . m t� nl G LO . . F71 + 1 t L _ 5 I -4 I 1. 1 A Cd N5 r. 4 i') ?, .. :_- 0 l • 52 E.F _ : . � I . I � . . f t • . I : . _. : - i i •+I . P 000 . ; THicK COA(CRErE P OT ,- { T.O. - ' �T — a + 3� N ECTIDN j f . . . . , . - 5LAB I .. , , . o - o P I ( : 0' - •I - - - o v . 0 : . . r D i O J ,• tPJ , I ` , `-_' . .. 7k : . . `_� p� _ lll:__ __�__ _�_ _- __. _ __ _ _ _ _.. ._-_ _ ._.. _ -.1 _ - . .. . . . . 2 o . . � I : : . : . . : : . . . *. 4 . . Ifo10. . - a _ ,� I /, _ MBRAh - PLASTIC/ '11 TD.P . , ,. . , . I� L 5T C 7N _ . .. . I CD I O .: y , ; CHLORIDIC SHEFT/NG ./O- / OF- POL lr . N L .,.. - - _ . _ _ _ . - 55 �- . - . , . • - / / , . - - t, I . �°► P,2o TION' . . . . . _ ,. . . , . . OLA OF .. __.._ : __ UN / -EDA D�UNr 1�//c e - To F.3E v�.elFie� : g _ 4: . . _ . : D : R K : . : D U D, 1 C)t 8 55 !F LARGE S/ZE S - I fdr�ar . . . . V r-lE a COOK . •-- Cb ED : 5 . . : . EIRE �I�IGDUNTbRED - ' ' : �_ , l , . . W/ CC wh. MOVE ROCKS AND , - : _� , �" _D;, - ,_ a 5t'E _ _ 5 � t i!Q' 13 .ar� ,5' O" -3'-Oy �`f t/t _ PLA _ : Y� g • . RE cE vlrrTN . .�_ . . �`✓fo "B_44 : . 1 p fi�. PRE `�� . . . . coM . , - _ .N - .at -rr � ��'� E : . PAGTED SAND / �o - G } . XI5 P/P _. - , ,8EZ-0w , II € tF t. . - . - . . . . - �� . . . I { . , , - _ _ coC - . 29;oN I . }} vm . I I _ _ _. . _ __. ___. _ _-- _ , . , I 11 I I . . __. . . _- . , , _ . _ _ , , PROTECTIVE d� I . , . . . _ . . . _. m _ C dE _ . . _ . . . . . . - I : , t s1 1 . , 1 Co O O — - . - - •10 , .. ' ' MED ..FoR AASHTO //2O L DAD//t/G 5. I 7 - . : , + CIF ALE' _ _ I PROFILE . 5C '� d I - . : : . : : - . / ER E PRO : : , , E , : . coNSrRc/c�' O/V no eE s/1P ✓ D . � _ _ - _ _ S oo&5.4 4{3� : 1. IV NflRf,E f ✓/,5 O AP E . 8Y M fn/ D MM . TI `V _ . � NQT = Th/E" LOG r/O/Y. ELEVA7�/o/✓S //i/D/CArE'Q yER T� / 4 I I _�► - [R :Kfij . . : . f/ERE/AM FOR THE 96'M.WD. P/PE"LI)VEC ,4RA- CaN1P/LEV ' I . • _ N __-._ - - I. _ _ _ ._ O . +� 6� -,� N . : CONT/eACTD�S .e S oMS�B�/TY T- L/E,Q/FY TNE5E N ,. .- __.. N , Q o _ _ d- in , _ , - . ,�, - ►�d' � •"i hh N : i . 40CAT/0 M,5 £"LFVAT/D/V5 Al 0 -P,eoT6C7 T/fE � _ ' cq O fu _ : . , _ _ _ oaf I�Qv # % 1PEL/NE Fi2DM An/y LAMA I , I . : d1 ti '� 0(n : . - _ . . w. COAI7RACTCR SHALL /✓OT/FY 7�'/E" E�I/G//✓EER /� . ul Q cL 5 v<U n1 fr(n 3 0 ,14•= 3 P5 1!0 =32.5 I !1 . n M : Rr } - tb 558 AN Y D1SC�eEPANC/ES �4.eE P•D&ND TO E x tS T_ t I _ 1 �1 , .. Q i , 1 ' (97+00} 33P2tB4'.Is t98+00) (99'*00) (10,0+QED) (101 ;'00) ( 102+00) . (143+00) (t04+00)- -- - 11 /B- 350 � t' • f. ,• 11 ti y i �i I� � / } II r - f_ d�� -' f ;11 j Y. I J /. /11 I 11 il1 ... I �u . 43"LD.STEEL 5 ' / °_ r^ / t I PLATE coal w/rN LEAN con/ceErE ( „`' /r l 3 rNCNES THICK 1 , r'� t, ' / �• F; / I I I /f 1, I I 3/8"STEEL ,— ?:/ SEMI-ELUPT/CAL /'_� / /I r , ' / M.W D. M.W.D. I BULKMEAD z ''/P" TN/GC / r + - f I � / /E �` r R/W EA5E"ME-MT -� /O 9 E�L/ALLY SPACED / w COAT W/r// CEMENT SC - I t ` _ Q - J�1 '/2"MORTAR L/N//1/G �,�1-11,,,,, I � I/ 11 I I I , I'/1,i 1 i 4 1 11 s /r/r /' �. V f' `F 1 ff _- -- -- i 1. l.- t `�\ 1. i. fir, FM RE�� I I , \ / �� . ,� / - - /, f W I I ,� 1� / F `I ~ ITroE / x/ - I Noce/e,acK MOQrAR 4 `--, f j 1. i Q M 4 8 L/Nln G AND GR/ND N /J/ a I COAT/n(Gw COLLAR I LOn/GITUD/NAL 5EAM5 A- SCALE= t x � % �!! # _ , s I �' I W I MW 269 5D f I FLUS// W/TN O.D. OF ,D i N I f � �._ t �` ;t ,f<i 11 2 Rl a i - � / / /i , ,._ __- - , T �_ I / r I 4 � I L/NTNG �� J1 I W Q x - - �. "'/ ;/ u E1. I .J K A 4i 11 I I i - if i ��, x f � s � z-��- s y4ij W � f s �N 9. SECTION A A I _ . 1 / - �_ '• r ��3i x 0 i j••- ' ..•. _ o t _ 3!0"TNIG K CDI17C�2E�'E TES /✓ _ _ _'l,, errs 1 I ZU _ f: /C E T C wm4cTOR 5'-�., o►.�K ji -, _ �iL A B PER D E TA/L X ,f 7' � LL #` �' / t' :; ; //'-o" °�4 ave — "' �� I 11 RIOT O O 5TEEL PLATE SPEC/AL LIZ kQ 1 / _/ m _ i' �7 1l'F - - W `� - Q ' /' , " Q cA /` ; / l�( T E Fx/ST/Jti/G WATER [/i✓E !S� EASEME/✓TS ./owA/ Z�W2� 40'AofWD EASEMENT �dlG �"0o_p / V W h..'" _1- o� I'/Ei2E01✓ .5//ALL BE PiPOTECTED OL/i2//✓G COA/STi2UCT/OI✓ 43" sIDE OUTLET 6DSTA. 3325 00 v)W Z h * 4o M WL) OWIVERS N1 P N Q _ �� - - -- N rs W V) v eEE BANYAN ST. BRIDGE __._ ————— — ———— — — � -I _ O - '�� Q- 4 A/VD /✓O EQ U/PME/VT SHALL CR053 ND/2 WOR/�C BE F 4CtiW �.W�1 IMF PLAN-SNEf✓TS 2�O/� i —�-- — — --- — — --- ---_-) p p �� 4 \gyp - DOWE W/Tf//A/ Th/E/l2 /2/h/ W1TN0[JT WR/TT�'N FOR L/M/T5 OF STEEL PLATE SPECIAL CoWne--TE �R Q 4 Q� , - Aja / �/— ;,cy ?j _ /NCASEMENT SEE SffEET P-(o. �R DETA/LS OF 'r�Q �q,'A}� _ _� X/ST� /G CML bt/ — - �•,�• �--�--•+ ` ' q —�1 PERM/SS/D N OF Tf�/E M. W. O. /NCA5EMENT 5EE SNEf, T-a A/✓D T-4. / ,L � c ' EX/5T, /(o.0 L .'NL --`D�p�� CoA'rAC7' : Af. W. D_ ART KA/o0,o P/1o1✓E CP_13) 250-&43E- 97 -i • :. .. . -9, _/— VD.- A. .. — _ — --� B5l0 4-•4 9 ER1. S -- r - N '89�/'81 06 "E.=r �, - — — - ,- - c� v `"" • - 84A/y � E I / – G - �..... _...� 0 2 .� ��I o uD� � 1� yh 0, 1 a4,.,__ — �� gq.'t 20 I 1 I �`° ,�� >p9 �P, \�T !a �b�2�, DESCRIPTION OF REVISION DATE CITY g 0 © � - APPROVED. -- - - 1 .— — -- ' - .J. . _ . - A . . . . CITY OF RANCHO CUCAil �NGA / � a 4 (t p pFES.SIp - 0_�� 12 -- I ��/! —— F �� / �, a,�,N 1. Cy see otouGN I / I z1 � � �_ 21 ry ! I� 21 ��_� �c PLAN FOR P/',// � � oe �i J� J � 8 8 I 116, w 1 X33 FOOTHILL FEEDER RIALTO PIPELINE =}' - � 3. * \* STA. 3323 -* 45. 17 TO STA. 3327 4 04 . 15 /' QQ TRA( 13858 ( , qr c ' ` fQFCA��E REINFORCED CONCRETE PROTECTION SLAB / / OD - I I' a 2z' /l, A 1 FT ( NOTE: APPROVED BY: DATE: / I CITY ENGINEER RC E NO. 39 7_ I DEE Gd/DE _ . . I 5PEC1F/CAT/ONS 6-144' DESIGN � % I` 2500R,dhiUAitw"r,.•,�uireloo REC:'MNFNDED I \ MORNING PLACE cane, Uu,Call(urniv 9l?n r . BANYAN ST R EET' R. WILSON Vl�hl. AA" 1y,150-15LY' DRAWN SHEET & 30 —OF 30 -L L . ELLIOTT Chit Env• wet, LdaQ�unrw"- I CHECKED ��'cc'�1 34.433 f �AWI C NCS �1 `N CHAN _ DATE o2a FIDE �C - rwrwe�am NFi. .sf.,t. _ _ _ .. - -. _ _ - _ _ -32 OF-5-9