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HomeMy WebLinkAbout2308 REPLACEMENT OF PEDESTRIAN BRIDGE DECKS BRIDGES CROSSING OVER DEER CREEK CHANNEL CITY OF RANCHO CUCAMONGAy COUNTY OF SAN BERNARDINO k VALENCIA GENERAL NOTES: z 0 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD 0ANDrvE mA N DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2009 EDITION, INCLUDING ? THE 2010 AND 2011 SUPPLEMENTS. CALTRANS STANDARD PLANS, 2010 EDITION, SHALL BE UTILIZED WHEN CALLED OUT ON PLANS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO CENTRAL THESE STANDARDS AND SPECIFICATIONS. AUSTA PARK Z4 ui 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE > HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE PROJECT LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST TO ul > THE CITY OF RANCHO CUCAMONGA. (i "A BASE LINE RD. U N 3 0 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BWGE W BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM << WE LJNE RD. HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT BASE LINE RD. OF THE CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1 -800-422-4133 TWO- (2) WORKING DAYS PRIOR CHURCH T. SUNBURST DR TO START OF CONSTRUCTION OR ANY PROBLEMS. ► . v w 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START OF EXCAVATION. zw c4V PROVIDED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ...... ............................................... .............. (626) 969-7911 vmlNffyw 3� ESS 1402 N. VOSBURG DRIVE NO SCALE AZUSA, CA 91702 B. VERIZON ....................................................................................................................................... (760) 245-0330 C. SOUTHERN CALIFORNIA GAS COMPANY ........................................................................................ (909) 335-7583 P.O. BOX 3003 (909) 335-3919 SHEET INDEX REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT ......................................................................................... (909) 987-2591 TITLE SHEET / LOCATION MAP f GENERAL NOTES - -- - - - - - - - - - - -- - - - - - 1 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 CML NAVVMS E. CHARTER COMMUNICATIONS CORPORATION .................................................................................. (951 ) 343-5171 4240 N. HALLMARK PARKWAY BRIDGE "A" - EXISTING SITE TOPOGRAPHY - - - - - - - - - - - - - - - - - - - - -- - - 2 LOCATM MAP SAN, BERNARDINO, CA 92407 BRIDGE "A" - REMOVAL PLAN NO SCALE F. SOUTHERN CALIFORNIA EDISON COMPANY .................................................................................. (909) 357-6221 BRIDGE "A SITE IMPROVEMENTS PLANS - - - - - - - - - - - - - - - - - - - - - - - - 4 7951 REDWOOD AVENUE FONTANA, CA 92336 BRIDGE "A" - SITE IMPROVEMENTS PLANS - DETAILS - - - - - - - - - - - - -- - - - - 5 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO BRIDGE "A" - CHAIN LINK REMOVAL AND REPLACEMENT AT CHANNEL SIDEWALLS - - - 6 CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY WORK THAT WOULD PREVENT PEDESTRIANS ACCESS TO THE BRIDGES. BRIDGE "B EXISTING SITE TOPOGRAPHY - - - - - - - - - - - - - - - - - - - - - - - - 7 BfWM I.D. BfWMLOCATM BRIDGE "B" - REMOVAL PLAN - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 8 9. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT BRIDGE "B" - SITE IMPROVEMENTS PLANS - - - - - - -- - --- - - - - - -- - - -- - 9 BRIDGE "A" PEDESTRIAN BRIDGE OVER DEER CREEK CHANNEL (909)477-2740, MONDAY - THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE. BRIDGE "B" - SITE IMPROVEMENTS PLANS - DETAILS - - - - - - - - - - - - - - - - - - 10 NORTH OF BASE LINE ROAD, CHANNEL STATION 335+35.00 10. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT BRIDGE "B" - CHAIN LINK REMOVAL AND REPLACEMENT AT CHANNEL SIDEWALLS - - - - 6 BRIDGE "B" PEDESTRIAN BRIDGE OVER DEER CREEK CHANNEL WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHTS-OF-WAY. SOUTH OF BASE LINE ROAD, CHANNEL STATION 310+65.00 ii . WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT STRUCTUM MAVVMS CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. GENERAL NOTES, EXCAVATION/BACKFILL DETAILS - - - - - - - - - - - - - - - - DESCRIPTION OF REVISION DATE mooC"ynm I mamwommwww EXISTING SURVEY MONUMENTATION BRIDGE "A" - DECK GRADES, DECK CONTOURS, FOUNDATION PLAN - - - -- - - - - - - 12 CITY' OF RANCHO CUCAMONGA I BRIDGE "A" - DECK SLAB DETAILS, GIRDER DETAILS - - - - -- - - - - - - - - - - - - --- 13 ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENCED BY THE Tnimspow CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT, PRIOR BRIDGE "A" - BRIDGE ABUTMENTS - -- - - -- - - - - - - - - - - - - - - - - - - - - - - 16 TO THE START OF CONSTRUCTION. ALL MONUMENTS DESTROYED BY THE CONTRACTOR'S OPERATIONS WILL BE BRIDGE "B" - DECK GRADES, DECK CONTOURS, FOUNDATION PLAN - - - - - - - - - - - 14 M LACIIIIIIIIIIIIIIIIIIIINT OF IIIIIIIIIIIII111STAIAN 9810M DROKS RESET BY THE CITY'S CONSTRUCTION SURVEYOR. THIS WORK WILL BE PERFORMED AT THE CITY'S EXPENSE. DRUMNIS 080649111101 OVER DOM C011AININIIEL BRIDGE "B" - DECK SLAB DETAILS, GIRDER DETAILS - - - - -- - - -- - - - - - - - - - 15 AT ONANNIM STATIONS 31119441116 A 335+36 BRIDGE "B" - BRIDGE ABUTMENTS - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 16 :q "maAPPROVED BY: DATE: 5-21-11 CITY ENGINEER RCE.- &W2 DIGALERT N 0. 3 BMW" DESM ftm Pftovm By- RECOMMENDED DIAL TOLL FREE V.V./R.8. Aufbau .,, 411AD Ai 1-800-422-4133 OPAWN 639 W. Broadway ;z piendde. CA 91204 AAb AT LEAST TWO DAYS G.S. "I. of FAX 618-240-im 10 OF 4D BEFORE YOU DIGS CHECKED Z/��"C.E. no 3=3 DRAWING NO. UNDERNKIND SOMWIM ALM OF SOUMN atfORM V40" V. vartwhww FILE NO: 800-2011 -22 V.V. DME 4/2112 RED. ov.mmL-lA TEMPORA R Y SENCH MARK I-FAD& rA,CKSETI.*VSOUTHEASTERLYCHAA(A(EZ WALL LEGEND A r A PPROXIMA 7 F CHA)VNEL S TA TION 3354 95 CEF9. CITY EAWIVEE*R^S flELD BOOK ASSUMEVELEWION- fOO.00FEET O/s OfrsfT P/L PROPERTY //AC CIL, f CEV45RLINC RIW RIGHT-OF-HAY S & W SPIKE & WASHER /.p. IRON PIPE C.N. CONCRETE NAIL M4G N. MAG NAIL RIR SP/( RAILRa4D SPIKE lot 38 I PM PUNCH MARK I LIGHT L. & TAG LEAD & TAG r 101.2 LIMITS OF TOPOGRAPHIC L. & rX LEAD & TACK SURVEY ra, Tc TOP OF CURB - - - PROD. PROLONCA770N OF LINE - #WD )TAVE 1 101.45 6' &K. WALL P.R.G. POINT OF RFvfR5t CURVE 104 ol.i AD AREA DRAIN 1=0 0.8 llilij - .0 �Z =1003 it. to . � I-- --- RD ROOF DRAIN 101 S.M.H.M.H. SEWER MANHOLE 91Rr P.I POINT OFhVTZR5W770N 100.0 14X5.5100.43 101 1 8,C. BEGINNING OF CURVE 100. 100.3 E.C. END Of- CURVE 100.1 \` -----v / � '' _-a�-.-,- _ �� --�,� ".`` 1t1't.�-`- � CB CATCH BASIN l )lc MH ARMHOLE (SEWER STORM MAIN, 99.8 1 POWER TELEPHONE) DIRT LIGHT pp POWER Pat' ------ 99.3 ",37 EC 99.4 Ds DOWNSPOUT 99.23 EC 0mvou G41SAWAMR A(MR 99.2 CIS 99.5 99 1 GV//WV G4S11HAMR MLVE PL PZANTSR 98.1 OP GUARD POST/BOLLARD 97.6 99.24 EC .99.3 APPR. DRIVEWAY APPROACH #97.6 DIRT 9%06 99.13 EC ZlIr 99.8 W/ WROUGHT IRON (FENCE) '1' 99.11 EC DIRT 099.3 CHL K CHAIN LINK (FENCE) 98.0' 99.21 TW fz FLOW LINE 98.3• 98.8\ hV401ANU 99.1 99.7 TV TOP OF WAL L TW 99.21 1 TIN rx TOP OF X 9&5,4 TW 97-32 TW 97.65 TW 98 TW 99.12 98.4 98.9 99-08 TW 99.m TW 10131 YW 8X 807704f OF X 31909� �\d co CURB DRAIN -------- SILT STREET LIGHT - 1wl cow. 019wEL WAIL i sy-ps S7REET LIGHT PULL BOX 99,54 Q W18CXX FENCE J14 OOELECTRI04L COUNDUIr 1199-65 SZK Ez n ETC. SOUTHERLY, EASTERLY, ETC. MER CREEXCRANNEL 1*0 IRRICZ 4 n ow �m W/ DEER CREEK CIO MEL SIF EIF f M SOUTH FACE EAST FACE ETC., BEAM W1 Ilk - 1 5' CHtX FENCEOF IMPROVEMiNT 5' CHLK FENCE rk -Ww-� CONCRETE CHANNEL Ec EWE OF CONCRETE CONCRETE CHANNEL izZ ,02,04 Toa "isp.13 T SET L. & 7X. rop OF EDGE OF PAVEMENT (ASPHALT)-------im 99.75 044VAEL WALL FOR A21-8 IOP OF GLU-LAMINATED 8FAM TEMPORARYBENCHAMRK 29. Q ASSWED fZEV 100.00 EDGE OF ASPHALT 97.31 IW COW. CWMZ WALL 9&60 OVERHEAD U7X17Y LIVE /Y7-.37EP Wlt3o TW $E 99M T* W16' CHLff FENCE -gym-m_ ON0696ROUND LINE WISME- OF LINE mmm-" 96 -\�m m 101 Z7 101 lawj 1.70 TGLB INCK193KU WALL "1 99.06 Frf-- 1� -10- TW 97.71 EP DIRT LIG -*�W-4W-� DIRT 99 .64 TIN 97.390 99. EP 99AS m AL v GLU-LAMINAMD BEAM 990 EP I•1W.00 �.57 EP 90.48 EP 98.68 EP 9948 7W T# GP* 99.20 JI -97.89 99,06 TW \M.�1,3 ,EP 99.690 LIGHT 97.68 EP k ".15 EC 10011 1 99.03 EP 97.90 98. 99.47* 47* z I DIRECTION OF FLOW/SLOPE R040 98. Q ASPHALT 99.29* ROAD 9947 7.8 98.22 EP I99X8 EP 100.1 G 99.47 1130.0 100.4 " 155 EP 01 EP 99, 9911 EC 99-20 EP OF 100 I-- - 993 r DIRT DIRT -11� 101.9 1024 1 PLATE p - --- -- - 4 EC: 100-9 14 . 99.31 No. 38893 Z LIMITS 100.0 TOPOGRAPHIC "88srq Owl SURVEY OF Cal \1 190.4 looii t .10(02 EC 100.6 CITY DESCRIPTION OF REVISION DATE. CITY OF RANCHO CUCAMONGA BRIDGE ImW EXISTINQ SITE 70"GRAPHY 8 16 24 No. 8555 THOMAS M--r)ERMOTT APPROVED BY: DATE: 5-11 - 11 12-31-12 CITY ENGIN RCE: 534172 177 Ex$� 8 4 0 DATE %P DESIGN PLAN PREPARED W. RECOMMENDED SCALE: 1 8' V.V. A U b a u .. 46� DRWN 639 W. Broadway *47 Glendale, CA 91204 G.S. IIN-M-MM fAX. 816-2Q-MI 2 of 14 cmm" 4491�--..C.F- NO AMW DRAWING NO. V.V. vwtun V. ykiftrItum ()AtE 4/2/12 Rm EXP. 1/1-3 2308 P2 LIGHr NOTE: REMOVAL NOTES: P? ELECTRICAL METER IS LOCATED AT THE TERMINUS OF SIDEWALK AT PARKSIDE PLACE. REMOVE BRIDGE GIRDERS, DECK AND FENCING. SEE STRUCTURAL PLANS FOR THE LIMITS OF REMOVALS. SEE CITY OF RANCHO CUCAMONGA DRAWING NO. 892, FOR THE CONSTRUCTION P6 DRAWINGS OF THE EXISTING PEDESTRIAN BRIDGE. LVHT REMOVE 6" THICK CONCRETE SIDEWALK. pe N=M2 � (')lr REMOVE 3" THICK A.C. PAVEMENT P6 . - ---- ----- DZ . IAVAZ~ Q 1.2 m Y W(,jo REMOVE BOLLARD AND FOUNDATION. EC 4 ';n 4 7 ...... R2 REMOVE POSTS, POST FOUNDATIONS, CHAIN LINK FENCES, AND CHAIN LINK GATES. —INSTALLATION. R6 SALVAGE CHAIN LINK GATES FOR RE 0.4 G . CC).cl 00 (*2 , REMOVE ELECTRICAL CONDUIT; CONDUIT ENCASEMENT, IF ANY; AND WIRES. 1.8 it P6 )K FP2 V REMOVE CHAIN LINK POST AND FENCE AT CHANNEL SIDEWALL. SEE DETAIL SHEET 6. ;96c,'7 REMOVE ABANDONED IRRIGATION LINE. ------- _Z_ C0l&7NffCWVACCffS PROTECT IN PLACE NOTES: -ur W "401 Vs."Oml #�w 99.0 i'v 9 9 1 'AllPROTECT BRIDGE PILE FOUNDATIONS IN PLACE. SEE STRUCTURAL PLANS FOR DETAILS. 997 ' SEE CITY OF RANCHO CUCAMONGA DRAWING NO. 892, FOR THE CONSTRUCTION DRAWINGS OF THE EXISTING PEDESTRIAN BRIDGE. pq RT .6' TG; B 100.3' TN "CG,88 nvv �6r. 38.Eq8bu,14 199,08 _5'v 99__56 "W 99.'?I TW 96 54 TfV PROTECT LIGHT AND LIGHT FOUNDATION. .3�_Nil C0AvC C ,4,Av&L wAil, ? 54FP3]MER NOT USED. ft7 pe RICA CREN(MANNEL DEER CAFFArMANNEL NOT USED. R6 A jD rt /V P 'A 4 T L8 IJ ....... C R6 0�5 9� 75 PROTECT METAL PLATE. Rl P8 R R? pea PROTECT LANDSCAPING AND IRRIGATION. 97.31 Oi COW(_'lRG 1 9 99.K 7w,- 8 T"AN 47�31 0("1 [P7] PROTECT ELECTRICAL CONDUIT AND WIRES. Tg"Lg 08,94 IN '8j TIN 00,2, rwl, as f,4P0 9 9 -!I fp Ep -------------- 11 . I f p 99,48 ED P8 PROTECT CHAIN LINK POST. 9_30 �'P I T3 j R4 9 9, 9,9, 7 0008 ER/ 9&47 pl r ilk 99,87 EP 9 98.22 EP rQim' �6 9�.4 EP -------- CVAWMWWVA=SS I _ IRS 'N ,00.0 21 F0 ...... ------ 9c, 7- i,9\ 99',F, CCAfE AL PLA7F ------ 4fTcQ 99,19 99 "4 EC 01, T -j 17 F SS/ hF g '� L 99.88 31093 T /7' E03-31-13 Et' CIV 100.4 or cAb\* tit t,"..'J DESCRIPTION OF REVISION SION DATE APPROVM. CITY OF RANCHO CUCAMONGA BROGE low COWTA=XNACCESS ~rPEAW17M REMOVAL 14LM DIGALER)"r, APPROVED BY: oe=� DATE: 1-ti -11 CITY ENGINEER Aggj�� RCE: 53672 DIAL TOLL FREE 1-800-422-4133 8 16 24 OESM PL4N PREPARED BY' RECOMME100 AT LEAST TWO DAYS R.B./V.V. A uf b a u .. �4p BEFORE YOU Dir, 8 4 0 Mom 639 W. Broadway SlAt OWE &M Of SOUTHERN C&IFOMK SCALE: 1 8' G.S. TE Giendole. CA 91204 1. 818-M-3105 FA 818-*40- 7091 3 OF 16 cHemcm R.C.E. No 3W3 ORMIM NO. voftn V. varturimm V.V. DM 4/2/12 REG. MAL= CONSRUCTON NOTES: W NOTE: z it ELECTRICAL METER IS LOCATED AT cr CONSTRUCT BRIDGE DECK PER STRUCTURAL PLANS. uj THE TERMINUS OF SIDEWALK AT PARKSIDE PLACE. z u.j z CONSTRUCT 8 THICK CONCRETE SIDEWALK OVER 6 OF COMPACTED NATIVE MATERIAL. AT THE 7ERM"OF SM" 0 AT PARKNE PLACE. OI O CONSTRUCT 6" THICK CONCRETE SIDEWALK OVER 6 OF COMPACTED NATIVE MATERIAL. co 0 STA 0+39.60, 1.3'LT. CONSTRUCT 4 THICK A.C. OVER 6 OF COMPACTED NATIVE MATERIAL. STA.0+39.60,43 RT. (EN. 101.37) JIM )L16Hr CONSTRUCT CHAIN LINK FENCE PER DETAIL ON SHEET 6. STA. IN LT. STA 0+49M,4.6 RT. 1; i - ADJUST IRRIGATION LINES AND SPRINKLERS AS NECESSARY. REPLACE ALL 03.0 10-11 4 _4 DAMAGED IRRIGATION LINES AND SPRINKLERS. 6 G 00,2 7 STDIAMETER CONDUIT (TYPE 1 ), WITH 3 # CPPER WIRES. A,ow4u 00.3 CONSTRUCT 1)/2 PROVIDE MINIMUM 24 OF COVER OVER ALL UNDERGROU8ND OCONDUITS. 3 SEE BRIDGE PLANS FOR THE SIZING OF THE UTILITY PIPE SLEEVES UNDER THE BRIDGE. 4 STA.MIAS,7-8!LT. CONSTRUCT 3—INCH DIAMETER SCHEDULE 80 PVC PIPE. SEE BRIDGE PLANS FOR DETAILS. 2 r7 COWIAWTANAC" SWASW17EAV 159— ' 7017V- v STA.0+ 04 T LT. 1 4. — CONSTRUCT CONSTRUCTION NOTIFICATION SIGN. SEE PROJECT SPECIFICATIONS FOR DETAILS. STA.4+l9.53, EC 15 A 991 0 NOTE: STA 0+83.75,3RT. 9-1"65 W 98,�f 'm 6 11w 99,7' 1W Tw SEE SHEET 5 FOR ADDITIONAL IMPROVEMENTS/ CONSTRUCTION NOTES. ��-lll�ILT cia 01� 99. 100--ll T. a an, MER CREEK 01A AR PEA FR M FEK CNA##A& 7 STA.1+00 CHAWa STA.335+35 "A - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — SET L. & rK TOP 01- CHANNEL WALL MR TEMPORARY BENCH MARK ASSUMED ELEV. = 700.00 5 99,30 i W w / 97,37 EP / C ,--- w- wa- j i ---------- 929-10-ZY-11, --STA. 1+1625,Y RT. ------- ---- 100,27 -1'41 "m I 77wm= --------- DOY0 r STA.1+16.25,7 LT. 99,64 'PW 9�L7'� E ...... . M.99.57 97-49 P.M) .57 —Ep STA. 1+2025,3'RT. .60 STA. 1+2025,T LT. CMrRXWVACCM �'9-6'9- 100,19 EP" r084WLW~ 4�I, 7,- .45 -4 c eo�41-1 99,87 EP 1, 1 cin I CMTfiXMVAXM 4 ESS/ 4 ---------- -4 . ---------------- 7 -w-7, 4. z ---- ------- 3W9 No. 3W9 EC + LT. nt Eq, 03--3t-13 ;b 444 7- JELMilvie) 15 C IV IV I GlIG Q OF X* V/1 C 9 a DESCRIPTION OP REVISION DATEanAPPROVW. DO f 0 6 CITY OF RANCHO CUCAMONGA COWMXAMACCEN 5JJwrpBm#r1z-v BRIDGE *A* $MIN DIVIENElff PLANS DIGALEIRT, .....*"� APPROVED EYY- .1 -ilk CITY ENGINEER 4o DATE: S 'I DIAL TOLL FREE RCE: W72 1-800-422-4133 8 16 24 DESS PLAN PROMM BY-. RECOMMENDED AT LEASFORE T TWO D 8 4 0 DAYS V.V. Auf bau ..,,, 4c BEYOU IG DRAWN 639 W. Broodway 94fu MACE ALM OF SOUTHERN CAUFOMIA Glendole. CA 91204 SCALE: 1 8' G.S. 711, 818-24MOFAX. 4111�-240-71HII 4 OF 10 CHECKED R.C.E. No 3803 DRAWING NO. vada" V. vertww" V.V. I 4/2/12 RED. ev.3/31/13 23 DATE M CONSTRUCTION NOTES: 10 CONSTRUCT "WEIGHT LIMIT" REFLECTIVE SIGN. SIGN SHALL BE OF HIGH INTENSITY GRADE, 0.080" THICK ALUMINUM, COMPLYING WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M TCQ) STANDARDS AND PER DETAIL SEE RIDGE PLANS - =- SEE DETAIL 1 FOR CONSTRUCTION THIS SHEET. STRAP SIGN TO POST PER ELEVATION DRAWING THIS SHEET. _ , p - THIS SHEET FOR DETAILS CONNECTION aw `~ 14 DETAILS 11 CONSTRUCT 4-INCH DIAMETER SCHEDULE 80 HOT—DIPPED GALVANIZED STEEL POST, POST CAP, SWINGING GATE HINGES, AND POST FOUNDATION. ADJUST POST HEIGHT, AS NECESSARY, TO ACCOMMODATE THE WEIGHT LIMIT 19 I • • SIGN, WHEN APPLICABLE. r 15 , , y r �/ �r <r �. ' r 12 RE—INSTALL THE SALVAGED GATES. ., \ 13 7 GAUGE GALVANIZED /� ,x� �� � 0 K -Cykx'�{������ `gym j I TENSION WIRE (TYP) /<>rr <��>x<�> } 13 CONSTRUCT CHAIN LINK FENCING PER DETAILS THIS SHEET. Z ` r >\ /< '� x �\ 14 CONSTRUCT CHAIN LINK FENCING PER CALTRANS STANDARD PLAN 7985. 12 , + ' 12 > XX i< x ��r�� ,�<>�x V<> INSTALL CORNER POST, AS REQUIRED. f5 > / r / r � X< r< ,x >\ /< ��y '�« x�<> 15 CONDUCT PRECISE GRADING TO MATCH NEW SIDEWALK GRADES AND TO Iv�.r1 e (lC >� /< /'�\/ �i </ )<K<x ACCOMMODATE CROSS FALL TO DEER CREEK CHANNEL.. 12 > /< rx� >� /� �C �xx<i <i �, I II <>� /< �x\< �<�yxx< ykx<> 10 11 � � �,fi„ x �,�„ /x�/> x�r xx<� � ,�; 16 CONSTRUCT 4—INCH DIAMETER SCHEDULE 80 HOT—DIPPED GALVANIZED 11 r� TENSION BAR />�x/`>/'�`< x< <� k <> STEEL POST, POST CAP, AND POST FOUNDATION. CONSTRUCT WEIGHT l 1� \ �< \x� ,�< Ix <« ,� < LIMIT REFLECTIVE SIGN. SIGN SHALL BE OF HIGH INTENSITY GRADE, 13 1 /,� >\ /< x « x < 0.080" THICK ALUMINUM, COMPLYING WITH THE MANUAL OF UNIFORM ` > �, x �i '� <>� �C TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS AND PER DETAIL THIS TENSION BAR BANDS / >/ v< �/A <<>>�xC _ I 1 '-2" C—C MAX. r ^ �< � r , , x` '` < ` � SHEET. STRAP SIGN TO POST PER ELEVATION DRAWING THIS SHEET. / < '� y _ e _ __.--___. �` � - � � i<>��vC>�xi� �i>�r�x�C x'1{ 17 GRADE TO DRAIN. , , r x 18" DIAMETER CONCRETE /< ,x� /� /� x{ux\�� r 17 I 17 POST FOUNDATION, < /� ,< �' ti /'� </ X� 2,500 PSI CONCRETE >t �< v >/ '�' `/� / `/��> 1$ PAINT CHANNEL WALL STATIONING USING BLACK PAINT ON THE CHANNEL I r XYZ r � � y r�r ,. A X X k � /� WALL AT THE CENTER OF THE BRIDGE. USE UNIFORM CAPITAL BLOCK 18 FINISH GRADE ;� LETTERS AND NUMBERS 6—INCHES HIGH, 3—INCHES WIDE AND -Y4" IN WIDTH . =1 I_ NOTES A SEE SHEET 4 FOR ADDITIONAL IMPROVEMENTS/ CONSTRUCTION NOTES. SEE BRIDGE PLANS FOR AOEM RAFEK11AN EL {/) n 4 " CONSTRUCTION DETAILS � 1 ADJUST LOCATION OF ` V11 4 SCREW AS NECESSARY Y4 2 @6 1 1 '-0" FABRIC PER CALTRANS 18 STD. PLAN 1311-7 2)�„ x Y4" PLATE 1,77 3 V x 2 Y2" x Y4„ Ilk', lzI , 2 @ 6ELEVATION TYP 17 17 N.T.S. Y4 .. _ x .. }'4" DIA. ROUND HEAD MACHINE / SCREW, PLAIN WASHER, => -- LOCK WASHER, AND HEX NUT @ l'-6" C-C MAX. DETAIL 1 __ w ___.._ ___..__a — WEIGHT N. .S. R il f 3 T MIT j W 12-1 SIMILAR ) j 16 0 BLACK LEGEND i i ■ O N WHITE BACKGROUND DESCRIPTION OF REVISION DATE Ate: TONS CrrY OF RANCHO CUCAMONGA 11yi g ■�. SM 'MII IIIAIEIIf• PLANS IDSTAILS 24" '9' V i VLER QjypFSSipH 9�� �� papalmom IfORTM � �= APPROVED W: � o DATE: 5-ti-it TOLL FREE h ` - CITY ENGINEER m ' No. 3ss9s RCE: 4 8 12 1-800-422-4133 EV. 03�-31-13 * OEM Pl/+N PRIDBy- AT Yi 41 4 2 Q0 BEFORE YOU DIG C1V V\- � V.V. A 4a i . SCALE: 1 " _ $' UNDERGROUND SMOCE ALERT OF SM"iERM cwFORM OF CALM ORWN 639 W. Broodwoy Giendoie. CA 91264 G.S. 818-•t*"863 FAX. 818-240-7991 OF CHOO EO R.G.E. NO 38 3ORAWINGP 1O. Voebon V. WrtarHana V.V. DATE 4/2/12 . E3cF'.{t IST 2M EXISTING PEDESTRIAN BRIDGE EXISTING PEDESTRIAN BRIDGE I REMOVE CHAIN LINK I REMOVE CHAIN LINK I PROTECT CHAIN LINK PROTECT CHAIN LINK REMOVE CHAIN LINK I �# (1 ( REMOVE CHAIN LINK I PROTECT CHAIN LINK PROTECT CHAIN LINK POST AND FENCE IN POST, TRUSS BAR, I l I► POST, TRUSS BAR, POST AND FENCE IN POST AND FENCE IN POST, TRUSS BAR, l i i i POST, TRUSS BAR, POST AND FENCE IN I I PLACE AND FENCE. ► { AND FENCE. PLACE PLACE AND FENCE. I 1 AND FENCE. PLACE # i # 8' APPROX. # ( 4' APPROX. 4' APPROX. i ( 8' APPROX. ll ii li it �( y ✓x .t x y v ii li \Jy x x `Jy �t x x \ x `�' x Jy \J\Jr J �I Co x xn �C x x x h x Y\ ;x > x +� xxh `� °Cx xx < K } x < x <-x Y xAuxy Jai I 1 I#" JxY xti k < < x ` X �t v\xJ\�\h ► li Ili n \nxh , Jx h K \h x xxn �h xn } ill I► I� CAnx � SCJ x �C >xC /'y \/ `' Ill III SCJix� \Jx x \� �ly x Jx u �\ �C �! vx \J J \�\ ill Illpx � J \vr`Jv\h � x J )< x �> xx x x � xx xuxxx ` tC > )e X X xxY �t� x �x < � i i `, x x JJ xJh C i ►I IIIK x \ x � Jh �h �A � x \ x x x h J � x 'C x xn � X Jx x �1iI ii#°C \� �C <,\ ' ) J x x Jy xJ # ll Ill x� x'\Jv. x Y J ��` Y J � J\h <} > y x C? ` '�\� I I KJ� '�J0\ x < x u x `1 (} < v y<J xC ` v \r .1` < < I j \ x � x i\' \' x x J � x # i I ik \ x x T x �T \ �x J \ C x xx x J ?� j \� \�v x x > x x J x �x > c AY K X J x 1 I I iix < \ x x Y, ` x ' IiI III <h � x \ T u �Jx<J <J �' x <x x n, x nJv x > \' i i 4J x �� <> �X < ��\� �� I i l�J �C, A/ 'y �, �x' <> �C y axe r\^ x� �\� ,���y x'6J >>y' "e < < II► III�xX \�� � x<> J h' x Cy J y'�# L , I k \fix �xl� NO, x �c x ,C \ x \ x h x x°✓k �C J Xc > �V k i 1 L r l I� \ C \h \ � 1\ A, x\> # ll # # IIi � x \ x x � x ,� A <JyCJ� <> < x x < )K.<\� AoA/ � AJox<\ XC%Iill i # IlilyC�x �h \�'� k, JY<Jv JY \Jy\ x x x \ �� { hK X J x / J\/\ \ i\�J x \ < # I I I i i x x y x\ \ �v <) l} ICY ky x Y >� x <h �t Y x �y J Y x J x x v x >' x � �C I, i # \ k K %< I I 1 A A x x �C x �\ x �h /I < < x/ x x x x ,� �C x \,A ^N J� x -\A lr' �/� X �• �J\�` �` h �, <\/y\/y<i\n \h \J <� J\h�y\/�Jv \J i j"4✓ JC \/ h J a J u \� JvJx .r \ x < ,\J < v I I i I I # ,� �! \ u•r. N,� t ` x tlx Y x __ y xlY XY x x x x > ` >> Y xC xy x( Y ,ty uxv �v -- - - - - - - - - - - - - - - - xY ( x x \' t . Xx xh �c C x �. �dl I � _ _ _ _ _ _ _ _ __ _ _ _ _ � I I xnx x x � x x SCh x �Cx ` Yx x K7 �Cxhx x x x '� ,txx � i I r - - - - - - - - - - - - - - - # I i C � J\x �C�i g C J L.LtL�G �L�c�L1 G\tx�\t S�..G�cL.t�1S.1S✓6J> �L. x1\lxlSfy TOP OF CHANNEL SIDEWALL TOP OF CHANNEL SIDEWALL TOP OF CHANNEL SIDFWALL PROTECT WATER LINE IN PLACE BRIDGE " A " BRIDGE " B " (LOOKING WEST) (LOOKING WEST) EXISTING CHAIN LINK HAILING ELEVATIONS N.T.S. PEDESTRIAN BRIDGE FENCING PEDESTRIAN BRIDGE FENCING BEYOND (TYP) BEYOND (TYP) CONSTRUCT CHAIN LINK RAILING PER CONSTRUCT CHAIN LINK RAILING PER CALTRANS STANDARD PLAN B11-7, CONSTRUCT CHAIN LINK RAILING PER CONSTRUCT CHAIN LINK RAILING PER CALTRANS STANDARD PLAN 811-7, WITH "ALTERNATIVE ANCHORAGE CALTRANS STANDARD PLAN B11-7, WITH CALTRANS STANDARD PLAN 611-7, WITH WITH "ALTERNATIVE ANCHORAGE DETAIL" AT TOP OF CHANNEL "ALTERNATIVE ANCHORAGE DETAIL" AT "ALTERNATIVE ANCHORAGE DETAIL" AT DETAIL" AT TOP OF CHANNEL SIDEWALL TOP OF CHANNEL SIDEWALL L TOP OF CHANNEL SIDEWALL SIDEWALL }. x C jX x� PROVIDE TENSION BAR FOR \ ! PROVIDE TENSION BAR FOR THE CONNECTION OF THE THE CONNECTION OF THEj \' \ EXISTING CHAIN LINK RAILING EXISTING CHAIN LINK RAILING ID Y �x � TO THE POST (TYP) � } �� TO THE POST (TVP) iCC �x x 'x y y h `� \< � `,•\ n �, x i or TOP OF CHANNEL SIDEWALL TOP OF CHANNEL SIDEWALL PROTECT WATER LINE 3" CLEAR, MAX. 3" CLEAR, MAX. IN PLACE (TYP) (TYP) BRIDGE " A " BRIDGE " Bre (LOOKING WEST) (LOOKING WEST) DESCRIPTION OF REVISION DATE Crry PROPOSED CHAIN LINK HAILING ELEVATIONS CITY OF RANCHO CUCAMONGA N.T.S. OMDOE *W AND 81MIDW W Ess, CMA1N LINK RARAW ROWICIVAL AND 8934 ACENUNT } . 36L3 AT CHANNEL �i1DEWALLE °qi - t-t3 * APPROVED BY:49 DATE: CIVIC �t CITY ENGINEER RCE: 3362 GALXF DESIGN auVe Pfti PY2ED ft. R.B./V.V. A U f �.y 7 a u ems. DRAWN 639 W. Broadway dale.�r , 91204 G.S. ete-a+o-3sss sAx. 61e-2a0-7ee1 6 O 16 cHacep G.��.��, �:— rac.l. NI mac rm. V.V. �4 12 REG. OP.um/13 �"Wi1 TEMPO RARYBENCH MARK LEAS& rACKSETIN SaurH STERL YCHAN EL WALL LEGEND ATAPPROXIA4rECHAIM(& 311+26 G:EF.B. CITY E7VGINEtrR 5' FIELD BOOK O/S OFFSET ASSUMED ELEVATION= ft.00 FEET P/L PROPERTY LINE C/L, f CENTERLINE 101 a2 Ec R/W RIGHT-OF-WAY 101.8 �y \ 1,86 EC S. W SPIKE & WASHER 101:66 \ f.P. IRON PIPE / N. CONCRETE N41L f 101.55 `�L AS4G N. MAG AM I RIR SPK AXIMCM10 SPIKE f ! + -- ---- --LIMITS OF TOPOGRAPHIC SURVEY L. PUNCH A)XG1G1 1Qt4i L. rat TAC LEAD dE TAG - - -- -_. .... - - --- ._-- -- - -- -- ---- -----. L. r4 TK. LEAD ctg' TACK I +> \\ 10 5 1112.3 6' BLK FALL 12&7./r 143.3 1 6 6, WOOD 1013.5 1x3.6 1 .7 ` 7 C., TC TOP OF G`77O � 101.45 U64-1911N. �-".-.--....,,,,.� fl (--' ,,;_, `� 103,1 FENCE \\ PROD. PROiONGATlON OF LINE 101.35 Aw SLOPE 1x1,9 '3tF2? \ �' \ 11X3.94 1130.73 101.0 \` DfRT \ PR.C. POINT G1# REt�ERS£ CURVE 1 p --- \ \ lOt,34 iV7Ejp 1a '*.DIGHT 103.0 `� �`� y -_ ---- -_ _--- \ AD AREA DRAIN `.� _ ,• tQ . `�� 1a .7 RD ROOF DRAIN `101.4 `y \ CONCfiETE WALK 1�1f iT1 � ! it3Q,9w� ` �° \ ` 10x.81 - ' 1 3 -99.9b. E ``� ° ` .54MH. SEWER MAA(HOL£ 1 1 . .37 - 99.72 102.5 \ Pi POINT OF INTERSECTION Et: 99.90 - 101.36 TW , _ --` \ 8.C. BEGINNING OF CURVE . ` 103.9 6' CHLK FENCE c € .. �` / NORM E.C. END OF CURVE \ 100.3 _-- 98.56 f DIRT / C8 CATCH BASIN --100---- -�-`---- ....----""11X3.0 ,,. " � 99.6 - - -----�_ I MH MANHOLE (SEWER, STORM DRAIA( \ 89.50 99.5 100--,"_ -_�' / POWER, TELEPHCINEJ DIRT --- 99 5 99.,53 PP POWER POLE ----------------------- 99.53", \ 99. 99.4 $$3" _.�` / \ 98.5 \\ TOt '''-996 - I DS DOWNSPOUT GM/WV G4S/WATER ME7£R 1 \ 99.35 FC `\ 89 43 1 GV/)w GAS/WAT£R VAL W `� PL PLANTER \ \\ \ 99.26 EC \ GP GUARD POST/BOLLARD \ •98.5 ` 98.28 TW •99.3 \ \ •97.9 \\ DIRT 99.11 TW \ 99M3Q TW DIRT • 98.5 \ APPR. DIiI"AY APPROACH \ \ .t t TW 991 EC 891 \ W7 WROUGHT IRON (FENCE) \\ \ t 85 T 101.74 TGLB \\\ ' CHLK CHAIN LINK (FENCE) 99.16 1 99.1 98.88 TW ` FL FLOW LIN£ \ 88* 1M/ 98.40 `6 99.21 TW 98.53 99 iW \ 100.15 TW 10059 7w TOP OF WALL 97.82 TW \ ------ --�-- 1:Y TOP OF X I CONC ChWNEL WALL COW. CAd+WiYEL W 4LLI BX BOTTOM OF X / W/B' CHm. IENCE 99,64 74 W16, CHLK F w'r CD CURB DRAIN l 3!4"I ELECT rAL COU/WDUIT q 2.5' R&W W/5' SILT STREET LIGHT ! k CHLK. FENCE I SLPB STREET LIGHT PULL BOX �+• /+ { r I 99.90 / �r S'LY, E'LY, E7C. SOUTHERLY, EAS7FRLY, ETC GER CREAE f �flA EL /Y t � � 10331 i MER CRE II CRAa � S/F, E/f=, ETD: SOUTN FAC£, EAST FACE, ETD., 81 � OF IMPROIiE MT CONCRETE CHANNEL BEAM W/ � -^- CONCRETE CHANNEL t EG EDGE OF CONCRETE 5' CHLK FEI✓CE W C1 1"�► P3rC IRRIGATION CONDUIT I SET i. & X. TOP OF p IE EDGE OF PAWMENT (ASPHALT) C.AkWNa WALL FOR 102.23 TG 81 TOW 7rMPORARY BENCH MARK =8 TOP OF GLU-LAMINATED BEAM s9. i r� � 99.92 I ASSUMED ELEV. 700.1I1! EDGE OF ASPfI4LT 97.2 TW 8 .75 TW 9803 TW 6 99.73 CONC ~Na WALL ! OVERHEAD U77LITY LINE t 913.31 1w W ` CHLK FENCE I UNDERGROUND LINE WIMA OF LfNE 988 1 ! 88.11 97.25 EP 97.58 EP 97.78 EP DIRT • 98`4 - - WALL \\ � 22 DIRT 89.1 99;58 EP .73 P9 •/ 100. 7 7W97.86• 7 EP r CLU-LAMIA/AT£D BEAM 99 3 98 `\ P 30 98.9 E 1 89. i 98.42• Yom, 1 89.33 7w 9.69 11X3.1 jI LIGHT 99,15 EP # 104 ll ' 100.18 DIR£CT7GNV OF FLOW/SLOP£ EPT 98.95* I 88.32 ECROAD \ 4© 99.49• \a, 98.31 EP � � EC p$PT 88, 1 I 1 . � • 100 3 45 Ea 1 \ � X3,44 EP 89:67 EP 100•7• \ \ 98.E ��_ ' o DIRT \ \ y - 4 7 •99.7 \ FESS 'N •98.5 � - -' L 1 9949. +99.7 \\ 100.1 \ Pati tpr� 59 �� !� \\ A4� . VRf r \ LIGH 99.44 "Al -.. is m 99,29 EC .""-�._,.,.,� 99. 1\ �„ f \ No. 38893 � G••`.,r 99.111 Exp. 03-31-13 V \ DIRT i� • 1007-- �J' JAIp --_- 1013- - � \ ( 10 .3 \ .1[ �M 10432 \ i1'T CIV 0. . 100.2 I >, \ '►T£ I \( I! f 101.3 \ OFc/M. r EC 1 \ II \ \\ t TW /�/ 1 100.6 1 PLANTED SLOPE 98.98 EC 106. TW 06.19 TW 99. 1020 1 A \ \ 99.9 11X1.0 ,"6' BLK, WALL 1 .8 101.0 1011012 \--- - --- -- - - ---- -- -- - ----- -- -- - -- - - - - -- --- - - - - - - --- 1' \ \ � \ y \ 113791 TW eRv 1�•5 tQ�3- � . i ,,-� DESCRIPTION Of REVISION DATE LIMITS OF TOPOGRAPHIC SUI?vn I \ I CITY OF RANCHO CUCAMON A FRIDGE OW i I EXlR"NQ SM TOPOGRAPM i 1t ( G I f .71 i I �. f 4 7 I9 i No. 8555 '' THOMAS McDfRAAdTT APPROVED BY: DATE: S-21-11p ! CITY ENGINEER 83872 8 16 24 + �. 1 I * 12..31»12 * Elle . . :vat .....- RCE: L-------- -- -- � DATE /� IZ te DESIGNPREPaM Or- 8 4 0RE t n1 �4 V.V. A U 1 r b 1 u . . SCALE: 1 " = 8' DRAWN 639 W. atoodway Gtendwie, CA 91204 G.S. ata-240--spa FAX. $18-240- 1 ' of 16 CHEOMD " . ao 3 DRAWING NO. vart, V. vwfiwlfom V.V. DALE 4/2/12 RFD. Ev.3/31113 REMOVAL NOTES: REMOVE BRIDGE GIRDERS, DECK AND FENCING. SEE STRUCTURAL PLANS FOR THE LIMITS OF REMOVALS. SEE CITY OF RANCHO CUCAMONGA DRAWING NO. 976, FOR THE CONSTRUCTION DRAWINGS OF THE EXISTING PEDESTRIAN BRIDGE. REMOVE 6" THICK CONCRETE SIDEWALK. REMOVE 3" THICK A.C. PAVEMENT. V --- ---- NOT USED. f loo-WINE] ('113 F 2, 6, 1,Q2 P2 !D2 2- 1� 10 1,4 104 REMOVE POSTS, POST FOUNDATIONS, CHAIN LINK FENCES, AND CHAIN LINK GATES. s,V 10.1 "1 U2 ...... SALVAGE CHAIN LINK GATES FOR RE-INSTALLATION. 10033 , f3 4_ PG EC 02 4 REMOVE ELECTRICAL CONDUIT; CONDUIT ENCASEMENT, IF ANY; AND WIRES. _U� u op 9H.9 EC -------- i 00 N-)7 CIGI,5 3 Ec ------- 9��A REMOVE CHAIN LINK POST AND FENCE AT CHANNEL SIDEWALL. SEE DETAIL SHEET 6. T a. --- ---11 02 A-/ 0"Z A, 41 6 P6 9 9 IN PLACE NOTES: 99l-.3 11 7 0 I 2CEl --- �QQW*;%II iv�0 IS Wm PROTECT BRIDGE PILE FOUNDATIONS IN PLACE. SEE STRUCTURAL PLANS FOR DETAILS. R6 RGR5 SEE CITY OF RANCHO CUCAMONGA DRAWING NO. 976, FOR THE CONSTRUCTION DRAWINGS OF THE EXISTING PEDESTRIAN BRIDGE. F- / 2 11 8­_11N 97,9 99,30 Ep2 PROTECT LIGHT AND LIGHT FOUNDATION. F P8 9q 161 98,6 9,1 98,88 1 [�;3] NOT USED. 8.< , 1,V 9 9 �"w 99,53 n,� 100,15 T 100.�Ia TVV 98,14 99-88 111v 9782 TIN w 98,�Ij it W, -Arm, -ww ww Col/vc. PROTECT WATER LINE AND TRUST BLOCKS IN PLACE. 199 64 P8 (SEE CUCAMONGA VALLEY WATER DISTRICT DRAWING NO. 85-W43-4, FOR REFERENCE.) -114"o ELEcrmcw couNbuIr VEMCRESIMMANNE DEER CR,FEA r A AMNE1. ) RiFP51 NOT USED. 4 , 10'),.22,J LB 99.81 9. PROTECT LANDSCAPING AND IRRIGATION. 16 7�,r 11 L --------- /V/ '15EA [P 5 , CIVII A" Qs 110 PVC IRRIGATION CONDUIT 12 B ",2,31 PROTECT ELECTRICAL CONDUIT AND WIRES. 1_ tI 1>0 j 0 �'23 1QP9 peFt7` sf, R7 9 pe PROTECT CHAIN LINK POST. 9 7 9 7.25 '1w 7V 9- Th, 9 8 Vic "A P4 r' W X I" PROTECT IRRIGATION LINE STRAPPED TO 10" WATER LINE. 100,63 _97Al/ ------- i 2� ap 97,� EP\ _P�._Q5 EP 9-78 Ep 9 99.22 99,56 [P iMv 99,73 TW 22 1 Z40 Qt 02 90 l, O T 'Z"9 3f P L8 92 9 4.2' ....... R3 R3 Op T00AC).4.E� Pi 100-18 UP M EP 9 8., 9lC yaHU- 1 OU 20 EP/ 32 U cawmvMNACCESS qa.6amit p 99 8,5 E p 141784 5 (96EP 91 44 W H , 1j, ------- 6 l F P I FESS/ . 98,15 i-p...... -11 4�P4 -'99,7 10 q. i ' E4JT r959 ICA 96 6- 3W3 oo& r Ec" 7- Eq, 03-31-13 1001.1 0;,3 NOTE: CIVO OF ATS ELECTRICAL METER IS LOCATED AT THE TERMINUS OF SIDEWALK AT PLYMOUTH WAY. 00,5 99,12 ��5,9C.. .Pfi 3l, vv -,- -7- ­ % Q2 ' I qq., -Af I , tJi 11, i 0 CITY 2 APPROYM olj73L , V DESCRIPTION OF REVISION DATE -5" 1A1.3 Fir1, 4, CrrY OF RANCHO CUCAMONGA I BRIDGE gir REMOVAL PLAN DIGALERIT otf==!N Repopmmas NORM APPROVED BY: f F_ DATE: S-11-11 DML TOLL MEE C17Y ENGINEER SmAm . 536n 1-800-422-4133 8 24 DES" ptm PROOM ft. MOMMENDED AT LEAST TWO DAYS ----I R.B./V.V. Auf bau .... BEFORE YOU DIG 8 4 0 639 W. 8"wdway &M OF SOUTf*RN M""A Gtendole. CA 91204 SCALE: 1 8' G.S. TJL 819-240--305 FAX. 81"40-Ml 0 OF -16 cHetm R4.& NO 38M DRomm NO. Vortan V. VortWvkwo V.V. DAIE 4/2/12 Ka. mwl/lai 23M .................. CONSTRUCTION NOTES; AT THE TERMIIUS OF SIDEWALK AT BROOKSIDE ROAD. =G'.82 Ec r . m 101,66 EC 0W 66 �� 1 CONSTRUCT BRIDGE DECK PER STRUCTURAL PLANS. zlw CONSTRUCT 8" THICK CONCRETE SIDEWALK OVER 6" OF COMPACTED NATIVE MATERIAL. CONSTRUCT 6" THICK CONCRETE SIDEWALK OVER 6" OF COMPACTED NATIVE MATERIAL. LIIrHi r 1325 5 jf. 41.L, 1£< t / 33.E ,45 Yc - __ - CONSTRUCT 4 THICK A.C. OVER 6 OF COMPACTED NATIVE MATERIAL Ell a 5, L. 4 y .� •. Y. 93 7P o .r Flu. v. 1 f2.5 `` - - - CONSTRUCT CHAIN LINK FENCE PER DETAIL ON SHEET 6 _y 99,9u w a 6�. a o 1'.- t a _ ,—� _ 9 / '5 G - J __ .. ...�.. __ ` ' ADJUST IRRIGATION LINES AND SPRINKLERS A NECESSARY REPLACE ALL _9,2 __ DAMAGED IRRIGATION LINES AND SPRINKLERS M. _ __ _98,5 5'TA.0+7 m,T RT. STA. *Tit 21,3 2 LT. - _. AQAW lamommoL . NJ WNW STA.O+aO,YRT. "" t STS A o+ .t0,3 �T. 7 CONSTRUCT Q2„ DIAMETER CONDUIT (TYPE 1 ), WITH 3 #8 COPPER WIRES. ELEV. `, S r . z PROVIDE MINIMUM 24" OF COVER OVER ALL UNDERGROUND CONDUITS. EIEW 97.9 �! ->;- 5�,3; a. ~ SEE BRIDGE PLANS FOR THE SIZING OF THE UTILITY PIPE SLEEVES UNDER THE BRIDGE. 1 • . `. � STA.Q+8175,3'R�`:1 STA.0+81.75,3'LT_ ySi sq 40 ',W L J i` 99.53 Tit' 99.£38 !W '4c',i5l TW Jt �,4 3't ' _ _ _ _ CONSTRUCT 3 INCH DIAMETER SCHEDULE 80 PVC PIPE. SEE BRIDGE PLANS FOR DETAILS. ` ' . t � r . 1 is GYY�, c r�r4`�.� Ali`..I 5 ; ) ;rFj' . ,j. y. = t�E FR CREEK DEER " ZKC4AI %St T i , 9 CONSTRUCT CONSTRUCTION NOTIFICATION SIGN. SEE PROJECT SPECIFICATIONS FOR DETAILS. 8 i STA.1+00 Nr CH"EL STA.310; i �' _ 71- ,_I r n r r ' 1 SET L. & TK TOP OF 1 CHANNEL WALL FOR SEE SHEET 10 FOR ADDITIONAL IMPROVEMENTS/ CONSTRUCTION NOTES. TEMPORARY BENCH MARK' ASSUMED ELEV. = 100.00 5 5 t 9 . s v R8.c _,' E r >,✓rr£ ' oil l PW _ 3iIF — ,_._....= _ . ?:j z. F,} sl. "', =% ._ /' STA 1+18 ,3'RT. '99.831 1+18.25,3'LT - 4c__ rt ya ,v - _.._ _ . . rY'.. X94 5_ c .. f r 0Q_a7 Wr:�', s 86 9a cf STA.1+2225,TRT. 1 \ 66 1+2 �j 4 STA 2125 3'LT III: N M1Y �.{^1 � R f' u . ' • '� Z ���� a. yh ! STA. 1+30.20,3.2'LT. �, 45 a , . — 1 *: 99 STA. ♦ y ELEV. 99.33 -- ,9 3.2`LT. IQ9. ..6 STA.1+34,2.8'RT. 9 4A t (� NF Lu 1 r . . 38 9 E, J 7 r tt€}F CIM �. �c 29 a9 2 { o A. Y9. � £ 9 id �5:� � . ..:� 1y � EC, 1ia � 02,0 © � Nv. 3889 Cady 4 t, ! 9 L ti 03-31-13 _..... .. _m__ _ _ _ _ — - _ __ __ - y ___ . . _ _ __ __ . __ _ f 1 4 jl 'LQT•` t�t7�i r) L:c7 t� q ClY4X r t v ! \ 3 (,f✓' "'.? vr` 1;�,� ,re,`,t9f�'r;jl ,�`_1 - AT THE TERNS OF SIDEWALK g AT PLYMOUTH WAY. DESCRIPTION OF REVISION DATE c2TY ` '' CITY OF RANCHO CUCAMONGA L—�Ifr. "9w_ NOTE: ELECTRICAL METER IS LOCATED AT THE TERMINUS OF SIDEWALK AT PLYMOUTH WAY. UM UNPROVIINOff PIANS f'� { 8 I6 24 DIGALE 1 a 4 0 APPROVED BY: DATE: S_&1_11 DUAL TOLL FREE SCALE: 1 " = 8' CITY ENGINEER RCE: 1-800-422-4133 � PFM* yBf: �y AT LEAST TWO DAYS V.V. A i.i. f �f a u ,. BEFORE OU UNDERGRWNF3 se re atFRr souYrrie k cnt "aRku len W. CA 91 oy SHEET Gtendoie, CA 91204 G.S. ate—z46—ass FAX. ate-24+6-7"1 SOF i$ CHECKED Yarton V. Yabonior» R.C.E. t.#1 3 V.V. EM 4/2/12 REG. EXP.3/31/13 - y CONSTRUCTION NOTES: .. !E r CONSTRUCT "WEIGHT LIMIT" REFLECTIVE SIGN. SIGN SHALL BE OF HIGH - INTENSITY GRADE, 0.080" THICK ALUMINUM, COMPLYING WITH THE MANUAL OF � _ Y € , - UNIFORM TRAFFIC CONTROL DEVICES MUTCD STANDARDS AND PER DETAIL SEE BRIDGE PLANS 14 1 ' 11 ? SEE DETAIL 1 FOR CONSTRUCTION THIS SHEET. STRAP SIGN TO POST PER ELEVATION DRAWING THIS SHEET. 1 HI SHEET FOR ~ <' CONNECTION DETAILS DETAILS 11 CONSTRUCT 4-INCH DIAMETER SCHEDULE 80 HOT-DIPPED GALVANIZED STEEL POST, POST CAP, SWINGING GATE HINGES, AND POST FOUNDATION. ADJUST POST HEIGHT, AS NECESSARY TO ACCOMMODATE THE WEIGHT LIMIT SIGN, WHEN APPLICABLE. ` xx 12 i 12 \ / /< > ni 12 RE-INSTALL THE SALVAGED i I �� � � L GED GATE. u < � 7 GAUGE GALVANIZED / /X� � / . . ' �y `x /yx <,>h TENSION WIRE (TYP) �x/� /'� ' �, x'��y� x� } 13 CONSTRUCT CHAIN LINK FENCING PER DETAILS THIS SHEET. 10 11 /<�/ ��>�x �<i>x<�>��C��� / / <> x <>�x<« 1 i I <>�x/<>/'�� y �,« x « 1d NOT USED. 13 ( >v<A v R / / y x <> x 0 </ >, /< x < >� < 15 CONDUCT PRECISE GRADING TO MATCH NEW SIDEWALK GRADES AND TO 13 X / /< /'�� > i< �Xx<C>>x<<> ACCOMMODATE CROSS FALL TO DEER CREEK CHANNEL. CC 19 �:.: ' 42 / >/ \< �X/� �yx >yx,�<i 1fi NOT USED. (. 6„ x " /< /xy �< 'C,Cvpyx <\/> >\ _. toll TENSION BAR . />� /� /x� �)l < � 17 GRADE TO DRAIN. >\ /< << 18 PAINT CHANNEL WALL STATIONING USING BLACK PAINT ON THE CHANNEL TENSION BAR BANDS > / � ,"� � '>y <<> ;�� WALL AT THE CENTER OF THE BRIDGE. USE UNIFORM CAPITAL BLOCK ! 1 '-2" C—C MAX. A/ /x� � /< . , / '�r� <�>� „ 18 / < x ,��/ LETTERS AND NUMBERS 6—INCHES HIGH, 3—INCHES WIDE AND 3/� IN WIDTH. y/ / K � T ` I .\/ >� / /x� / � uxX NOTE, { 3 18 DIAMETER CONCRETE �/ / x /� /� � /\ �s CRS �+ POST FOUNDATION, <` i ;� /`< � / , </ y SEE SHEET 9 FOR ADDITIONAL IMPROVEMENTS/ CONSTRUCTION NOTES. MER REEX01ANNEL � � 2,500 PSI CONCRETE '�� /<� /�`� /yam � V�k u�� / ,� x Q t I FINISH GRADE — \.( �v/ =111= Q SEE BRIDGE PLANS FOR CONSTRUCTION DETAILS _ e ADJUST LOCATION OF SCREW AS NECESSARY 18 r v Y4 I 2 @ 6 91 17 r1 a _ _._ 17 d _.__ — ANS FABRIC PER CALTR r---r �— STD. PLAN B11 -7 3Yz" x2Y�" xY4'> c) t — . . 1 , fY L — � — 2Y�" x Y4" PLATE— , � Ar ; 2 @ 6 13 l i F 1'a -- 13 �. —. Ya DIA. ROUND HEAD MACHINE � ELEVATION SCREW, PLAIN WASHER, LOCK WASHER, AND HEX NUT 11 �� i 11 N.T.S. @ 1 '-6" C—C MAX. I i `I DETAIL 1 ' ! ! • f I�`I I N.T.S. 12 I ! of (�' ( �' 12 Wi i 1 I , a '�` { :■( �� ■ DESCRIPTION OF REVISION {„ j DATE Z., W 12-1 SIMILARMBt4CK =I3 CITY OF RANCHO CHJ CUCA ©NGA } . 12 WHITE BACKGROUND lows € IIiI�II� ! VN r L a .. . y... '<...._.._. 1 DIGLT QQOFE33i0H l .1 . VARj t APPROVED BY: 24” DIAL TOLL FREE ��+ CITY ENGINEER DATE: SM72 owlemims mom" 1-800-422-4133 RCE: AT t EaS7 TwO DAYS 41ExP. 03-31-13 i PUN PREPARED 9Y: 4 8 12 BEFORE YOU ENGj� y *. V.V. L3 1� � b c+� 1.+[ cQa, ! SER ALERT Or SOUTHERN C UPORNIA �q� cIVt4 t DRAWN 639 W. Braodway 4 2 0 or 6M.\* Gtendale, CA 91204 $1 = ' G.S. TEL SIS-240-�305 ML StB-240-7W 10 OF SCALE: 1 4 i8 GENERAL NOTES: LEGEND GENERAL DESIGN LIVE LOAD: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE THE BRIDGES ARE DESIGNED FOR PEDESTRIAN TRAFFIC ONLY. OFF-ROAD B STRUCTURE EXCAVATION JOB SITE BEFORE STARTING WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF VEHICLES ARE NOT PERMITTED ON THE BRIDGE. THE MAXIMUM PERMISSIBLE ANY DISCREPANCIES. COMBINED WEIGHT Of MOVING LOADS ON THE BRIDGE IS 1.5 TONS, 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 9P _7" STRUCTURE BACKFIL DRAWINGS AND THESE NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER 95% RELATIVE COMPACTION PER ASTM D1557 BEFORE PROCEEDING WITH THE WORK SO INVOLVED. 3. UNLESS OTHERWISE SHOWN, ALL TYPICAL DETAILS (WHERE APPLICABLE) SHALL BE USED. ORIGINAL GROUND 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS, 5. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 6. CONTRACTOR SHALL DETERMINE LOCATION Of ALL EXISTING UTILITIES IN THE AREA TO BE OUTSIDE PERIMETER OF EXCAVATED PRIOR TO EXCAVATION AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE BRIDGE ,ABUTMENT EXISTING UTILITIES. 7. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY DETAILED OR NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 8. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL (O.S.H.A.) AND STATE SAFETY REQUIREMENTS. 9. CONTRACTOR IS RESPONSIBLE FOR METHODS AND SEQUENCE OF CONSTRUCTION AND THE PREPARATION OF SHORING/FALSEWORK PLANS/DESIGN. 10. COMPACTION EQUIPMENT USED TO PLACE BACKFILL BEHIND CHANNEL WALL MUST NOT EXCEED 35,000 POUNDS INCLUDING DYNAMIC FORCES FROM VIBRATOR COMPACTOR. - - - - - - - - - - - 11• NO EQUIPMENT IN EXCESS OF H-10 HIGHWAY LOADING (AASHTO). AND NO STOCKPILING OF MATERIAL WILL BE PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF ONE-HALF WALL HEIGHT. - 12. NO EQUIPMENT IN EXCESS OF H-20 HIGHWAY LOADING WILL BE PERMITTED TO OPERATE ON THE INVERT OF THE CHANNEL. ONLY RUBBER-TIRED, LEGALLY LOADED EQUIPMENT SHALL BE OPERATED CHANNEL ON THE EXPOSED CHANNEL INVERT. IF STEEL CRAWLER TYPE EQUIPMENT IS USED, WOODEN SIDEWALL MATTING SHALL BE PROVIDED OVER THE INVERT IN THE OPERATING AREA. LOADS FROM TRACK VEHICLES SHALL NOT EXCEED 300 PSF ON A SURFACE AT THE BOTTOM OF THE INVERT SLAB. {v� REINFORCED CONCRETE PLAN 'VIEW 1• ALL CONCRETE SHALL BE MIXED, FORMED, DEPOSITED, CURED, PLACED, AND INSPECTED IN N`TS. ACCORDANCE WITH CALTRANS 2010 STANDARD SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS. 2. CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, F'c, Of 4,000 P.S.I. IN 28 DAYS. 3. ALL CEMENT SHALL BE TYPE V PER ASTM 150 WITH AN ALKALI CONTENT LESS THAN 0.60%. 4. MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO BY WEIGHT SHALL BE 0.45. 5. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE (1" MAXIMUM - - - - - - - - - SIZE.) 6. FLY.ASH IS NOT ACCEPTABLE UNLESS PREVIOUSLY REVIEWED BY ENGINEER. 7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. - 1 1 8. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE, UNLESS SPECIFICALLY DETAILED. - m 1 (�) t 1 (TYP) 9. LOCATION OF ALL CONSTRUCTION JOINTS, NOT SPECIFICALLY INDICATED IN THE PLANS, SHALL BE r REVIEWED BY THE ENGINEER PRIOR TO PLACING AND ORDERING Of REINFORCING. t 10. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL OFF THE GROUND. I I 11. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I. 301. 1 12. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE RECOMMENDED RATE OF THE MANUFACTURER IMMEDIATELY AFTER FINISHING. THE CURING COMPOUND SHALL COMPLY WITH ASTM C-309. OTHER METHODS OF CURING MAY BE USED 2'-0" 2 _© PER A.C.I. 308. THE CURING PROCEDURE SHALL REMAIN IN EFFECT FOR 7 DAYS MINIMUM. TWO APPLICATIONS SHALL BE MADE ON THE SLAB. THE SECOND APPLICATION SHALL BE STRUCTURAL, Typ) STRUCTURAL TYP) APPLIED PERPENDICULAR TO THE FIRST. EXCAVATION BACKFILL 13. CONCRETE MIX DESIGNr r�� "' A. THE CONTRACTOR SHALL BE RESPONSIBLE TO DESIGN THE MIXES TO PROVIDE AT LEAST THE SECTION 1�N A A MINIMUM REQUIREMENTS LISTED. THE MIX DESIGNS SHALL BE SIGNED AND SEALED BY A 11 CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. N.T.S. B. CONCRETE MIXES SHALL COMPLY WITH ASTM C-94 AND ACI 318. TRANSPORTING SHALL COMPLY WITH REQUIREMENTS FOR TRUCK-MIXED CONCRETE. C. THE SLUMP SHALL BE 4 INCHES FOR ALL CONCRETE WORK. QRpFESSiaN' REINFORCING STEEL �� No. 38893 j/ _ Exp. d3-31-13 b 1 . ALL REINFORCING STEEL SHALL BE BILLET STEEL PER ASTM A-615 GRADE 60. I I i �r CIV It t* cn 2. SPLICING OF REINFORCEMENT STEEL IS NOT PERMITTED, UNLESS OTHERWISE APPROVED BY THE DESIGN i I ENGINEER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT STEEL REQUIRING SPLICING. o INSPECTIONS I ► ' I I I SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL CONCRETE. I I DESCRIPTION OF REVISION DATEerrr I i CHANNEL I I 2'-0" I I I CffY OF RANCHO CUCAMONG A FOUNDATION SIDEWALL I I I I CHANNEL 1. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE WITH ALL LOOSE MATERIAL SIDEWALL I I I I-- CIDH PILE I I I I AND STANDING WATER REMOVED FROM EXCAVATION. I i CIDH PILE DDDD��' t 2. BEFORE CONCRETE 15 PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED t _ i (�_�-.% EX"VAT NIRAFU L. DETA" GEOTECHNICAL ENGINEER. AT DIUME AD ITIMIr!Bi 3. ALL FILL MATERIAL IS TO BE APPROVED BY THE GEOTECHNICAL ENGINEER AND IS TO BE COMPACTED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. STRUCTURAL STRUCTURAL APPROVED BY: I DATE: S"2P-I2CITY ENGINEER RCE: SUR 4• BOTTOM OF FOOTING SHALL BE AT LEAST 24" INTO COMPETENT NATIVE DENSE SOIL OR EXCAVATION BACKFILL PROPERLY PLACED AND COMPACTED STRUCTURAL FILLS. 'p PLAN PROMM 9r: R SECTION -B R.B./V.V. A U f b U 1G'� u .. 7w N.T.S. DRAMN 639 W. Broodwuy Giendaie, CA 91204 G.S. TEL $18.24(1-305 FAX M-240-7W 1! OF-18 V.V. vormn V. wwtonkm aATE 4IM12 mac. EW. 3t 1 31 '-0" POST POST POST POST 11 " EQUAL EQUAL v EQUAL Lij i I Cj O0 1 x p1 I ( MODIFIED CHAIN LINK RAILING TYPE 7, E 00I 1 SEE CALTRANS STD PLAN 811-52, AND p0 + 1 I I 1 DETAIL 1 ON SHEET 13 z O 1 I I I o I X a 0 < x I x I O m v~i � LA- i rl d ro 4" SMOOTH TROWEL 1 x ( ( O FINISH (TYP) 0 I I I I 0000 1 I 3'--0" 3>-0" �4" CHAMFER AT TOP 6"(TYP) (TYP) 1% 6%" 1% Z6y2„ O LEVEL d 1\ w C04 .. 12" CHAMFER AT BOTTOM HIGH POINT ��©� 7-� d o (TYP VARIES 2 P Tfl 7 (TYP) ELEV. 99.60 (TYP) SEC'T`ION A - A STA . 0+ 86 +00 TO STA. 1 + 14.00 SCALE : '/2" = 1'-9" - --- a� 0 0 of 9 a o o; oi O UO 0 O 6 O d Gz3 > > > > > > > > > J J J _..A J J J J J RE ` ERENC MORT1� W W W W W W W W W v `''w w w UY> v w w w o o n � o 3.5' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' 3.5' a r (PARABOLIC) � z U> d W _ 0 a e� U> aO Z0. C7 N d J Q h Z ~ uj ua W Q W BRIDGE DECD PROFILE GRADES ALONG MIDDLE OF TIME DECK m � a a o a, N.T.S. m to m w w <I of-- (41 ui a 9'-7" v OFESS, r VARIES VARIES t'E PR �Ny } 3" TO 612" H.W.S. 3%" TO 6Ys" i 1 I , I m 9" 7 a 3 " CHAMFER(TYP) i I - I I � =a- �, " 1 5'-0" I 1 10'-0" 10'-0" 1 5._0„ 1 p 1% 1% - No. 3M3 z MEDIUM BROOM VARIES a I I 1 I I I 1 I FINISH TRANSVERSE 612" TO 674- aWcs �• IVIVi3 { Q I I I I i i 1 1 ( i DIRECTION SEE SECTION A--A ( 8" 1a" CHAMFER " " m ry f rOF CR4 F ` 4 I 1 j I I I I 1 0 o - iv o ( I i ( I I 1 1 Via" CHAMFER ] N Q a ( ( ( I I 1 ( 1 ( � — (TYP) w CONSTRUCTION F- a I i i I 1 i i I ( 1 i o JOINT (TYP) 1 Z z i I i I I I 1" CHAMFER 1 > r ( city ui I I I I 1 i 1 1 I I DESCRIPTION OF REVISION DATE ; o a o I I � ' L - - - - - - - - - - - - - - - - - - - - - - - - - '-I I 14, a W I 1 ( - - - - - - - - - - I I a 3"m PVC UTILITY PIPES. "� ( I ( I I i a I ( L - - - - - - - - - - - - - - - - - - - - 1 1 I I w 1 SEE SECTION A-A 1 I J I I I i Q i i i i i i CITY 4F RANCHO CLTC�tNGA WW 1 I i I i BRID�6 # * CONSTRUCTION ¢ 10 z 1 I JOINT 11'-9 " 3'-0" 3'-O" 1'-9 " DUCK GD4% DECKl v m FWNDAT PLM 1 1 I (91 U� 1 1 I i i I APPROVED €3Y: L J L J CITY ENGINEER a DATE: ' 72 RCE: SECTION B -B SECTION C - C SECTION D -D °'^" ''`�"` �': ' SCALE : /a" - 1V-111" N.T.S. SCALE : 1/2" c 1".11!" R.B./V.V. A u f y a u .. W-- (SEE SECTIONS A-A AND C-C FOR UTILITY PIPES) DRAW S067 639 W. Broadway Gitsndale, CA 91204 G.S. / tet.. e12M. 918-240-7WI i2 OF 16 CHECKM ( ft.0 t NO38 3 DROW NO. Vorton V. Vartaiftno2 3 RM. EXP. r 1 R a 1 I I i 1 1 I PROFILE CAMBER LINE LINE (PARABOLIC) z z z d <t a va) CAMBER DIAGRAM N.T.S. I (DOES NOT RJCLUD£ ALLOWANCE FOR FALSEWORK SETTLEMENT) ( I ( I 1 J ' i i zoo I I � ro i = d #, ( i > 1 a '� SEE DETAIL 1, THIS SHEET FOR m + l rY #5 0 9„ (_� 4" z o al m m + ANCHORAGE OF THE FENCE POSTS 6 a a o o� o z OR 1 4" UJ V) L` c i uo �`' 0 a I 1)�" CLEAR (TYP) Lx 1)�" CLEAR #5 0 9" 1__1 4" LK 1% 1% 2 #6 (TYP) PLAN W #4 © DEFERENCE l�iRT1�1 SCALE : '/a" = j'-o" ( �D sACIIG) A 1X!" CLEAR 3» (TYP} 3 #9 117» z #4 0 11" (TYP)) VARIES - rn N rn a1 m a #4 0 12" F x x x x x x x + 3"0 ELECTRO GALVANIZED 0 o w w w w w w w STANDARD CLEVIS HANGERS BY a o 0 0 © o o TOLCO OR APPROVED EQUAL, WITH VARIABLE HEIGHT VERTICAL RODS m m w w w w w w w FOR LEVEL PIPE INSTALLATION CD m m m m m m 3'-6" 4'-0' 4•-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-6" SECTION C - C wo 31'-0" o SCALE 1" = 1'-O" cs u7 x 0 uO ov O. o ui Fr ad til CL a E fY z o �` u' w 2 #6 (PARABOLIC) t err m { `m r o 0< Ld 2" CLEARANCE Lu i?[�V—) m v> � m ED 2 #4, 9" LONG (TYP) TS 3"X2"XY" I t #4, 9" LONG (TYP) I I ifi" 0 VENT 1" 1 HOLE 3 #9 u 7" 2" CLEARANCE 3 #6, 7'-9" LONG (TYP) i I Vii" 0 U BOLTS: 3" THREAD B (VARIES) �.. .. " i HEX NUT AND 2" " x t2" x 8" PLATE M9TH ( OD FLAT WASHER #4 r] TOTAL 2— TV 0 HOLES i 5" CENTERS JAM NUT & CUT WASHER PLACE TIES AT 1� INCHES 1"± MORTAR PAD TOP OF BEAM 24 SPACES 0 5" 7" MAXIMUM SPACING 24 SPACES 0 5" (T3Yp) ) CLEAR FROM THE EXTERIOR (TYP) " 12" 10'-0" EDGES OF THE GIRDER. 6 cn 10'-0" 1)�o CLEARANCE ALL AROUND {J4 x 9" TOTAL 4 —M i i • '12(TYP) > 2—#6x10" BARg if SECTION A - A WELD SCALE : 1/a" = 1'-0" DETAIL 1 N.T.S. 31'-0" w co`r o¢D €s o m DESCRIPTION OF REVISION DATE O �Iz #4 12 THICKNESS (PARABOLIC) " #5 9" L_J 4" + CR z q 016E VARIES m(nDO w 2" CLEARANCE CITY OF RANCHO CUCA MONGA 3 #4, 7'-9" LONG (TYP) i \—#4 0 11" L#5 0 g- r---j 4- 2" CLEARANCE — 3 #6, 7'-9" LONG (TYP) BNOM *Ao �a CHAMFER 1 (TY') 4"I� 4" OR (-1 4" 1 ss/� DECK WAS DWAM 1!7 #4 rl TOTAL 7, EQUALLY SPACED ° A . vn� c� t IRDIER DETA MLS (T ) PLACE THE EDGE TIES AT 2 INCHES 6 12" CLEAR FROM THE INTERIOR FACES `_' No. 38883 tri ; OF THE GIRDERS. APPROVED BY: DATE: » o' bo. 03-31-13 CITY ENGINEER SECTION - 13 CLEARANCE ALL AROUND (TYP) * RCE 83672 CIVIL Des" PWipKmvm BY: SCALE : 1/2" = 1'-O" OF CA1 R.B./V.V. A u f U a u ... xF ORMN 638 W. Broadway Glendate, CA 81264 StAt G.S. TEL 61a-210-3655 FAX. a1s-3+0-7"1 19 OF 16 CNECM Z&�� N.O.Q. ND o NO. V.V. Yartan V. af+ /\b DATE 4/2/12 NEG. E .3131113XPiV7f/f� 35'-0" POST POSTPOST POST POST POST 11" EQUAL EQUAL EQUAL EQUAL EQUAL 11" i I I I w o oMODIFIED CHAIN LINK RAILING TYPE 7, I I I I Fe + SEE CALTRANS STD PLAN B11-52, AND � d c' I x I I x l m DETAIL 1 ON SHEET 15 W 00I I I 1 z z © I 1 I 1 ``' N >- mU) I I I I o I I x - — A c1 o i ITT I r—+.•. I a i I -00 4" SMOOTH TROWEL FINISH (TYP) I %a" CHAMFER AT TOP IF 6-(TYP) " (TYP) ENGINEERING STAMP - 1% fi7 1% CO `•0 STAMP TO BE PROVIDED — —` 1a �� i BY THE CITY 6 fi " HIGH POINT © oo' ( P) LEVEL ELEV. 99.83 (TYP) 1100.33 - 0 12" 1 1 — 3fa" CHAMFER AT BOTTOM S a (TYP) VARIES 2 TO 7X" (TYP) I --4- --f— - { --t— -4— < 2 TYP 01 40. SECTION A -A STA . 0+84.00 TO STA. 1 + 16.00 SCALE : Y/a" 1'-8" w a v I x I 3-INCH DIAMETER SCHEDULE 80 PVC PIPE, z ma © I I m x fi"(TYP) LENGTH 28-FT, CENTERED AT CENTER OF i a I I os i THE BRIDGE. CLEVIS HANGERS AT 5-INCHES 0 m `x I x I r) o ` ' "' M `�' a s I ! FROM ENDS OF PIPES AND AT SIX EQUAL � � L ¢ o , i ELEV. 99.80 fy 0 0 0 0 0 0 0 m m z SPACINGS IN BETWEEN. S££ NOTE 7, o I o N I (� % °' rn n f °O SHEET 9, FOR ADDITIONAL INFORMATION. u- ar V (TYP) z z z z z z z z m m a > s> >> >> a ui 3, � I I 1 i uj J J J J J J ui J m I x I I X I w w w w w w w w w I PLAN/DECK CONTOURS SCALE : '/z" = m o o a o a o a 1'-®" wo 5.5' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' 5.5' (PARABOLIC) REFERENCE NORTH V) Q w _ U BRIDGE DECK PROFILE - GRADES ALONG MIDDLE OF THE DECK CL o z N.T.S. a J Fr z N C3 d W z Z m Q w I- ww <1 � � lom O � t° ca' w J 9'-7" y r VARIES VARIES I I I 3" TO 5Ya" 3,%" TO 5 I ( ( I & 9" '- " CHAMFER QRpFESSIO, H.W.S. V z Y2 o v m s 0 (TYP) 5'-0 12'-O" 12'-0" 5'-0" % % h� 389a m>- 3 Vw I I 1 I I i I I MEDIUM BROOM VARIES i I I I I I I I I I FINISH TRANSVERSE fi3�" TO fi3 " s oIV l% is < DIRECTION " rr CIVi� ` I I SEE SECTION A-A ,8"y Q � Ya" CHAMFER � M � � cap-�F� F5 I I I I 1 I I I I r I o z 04 o r I I I I I I i I I I I- - -I �a (TYP R 1" m CONSTRUCTION -- i z o I I i I I i I I I f ro JOINT (TYP) o w o I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I 1" CHAMFER I is APPROWIM cffy n _� ' I I t - - - - - - - - - - - - - - - - - -f I I i J i v DESCRIPTION OF REVISION DATE 1- - - - - - - - - - - - - - - - - - a i I ( � i 3"0 PVC UTILITY PIPES. I I i I I i o I I ( I 3 SEE SECTION A-A > I o I 1 1 I i 1 CITY' OF RANCHO C CAMONGA I I z I I I I ! i i X I m I I W I CONSTRUCTION BRIDGE W JOINT o O I zI ( ( 1,-9 " " 3'-0" 3'-0 1'-9 > FWNDATM PLAN I i I I J APPROVED BY: DATE: S-2.1-1Z SECTION B - B SECTION C-C SECTION D -D CITY ENGINEER S RCE: 53872 A SCALE : 1/0" 1`•8" N.T.S. SCALE : ife" = 1`-8" DESIGN PLAN PFMVM BY: 11 � � t (SEE SECTIONS A-A AND C-C FOR UTILITY PIPES) R.B./V.V. ., 839 W. Broadway DROWN Glendale, CA 91204 SkEt G.S. TID,. 018-240 �-33855 PM. 818-240-701 14 of 16 crleacm _ R.c.� Na 3 vN4 NG, !� V.V. vartm U V2 �.Vi'Z te "w "' fi VQ RM EXP. 1 13 0 PROFILE CAMBER LINE �t NE (PAR)k z z z < < < Q., U) V) tn CAMBER DIAGRAM N.T.S. (DOES NOT INCLUDE ALLOWANCE FOR FALSEWORX SETTLEMENT) zLLj W z 0 0 0 < no lo SEE DETAIL 1, THIS SHEET FOR to 1: E + ri #5 0 9" ( -i 4" Ci 0 m al 12- T ANCHORAGE OF THE FENCE POSTS 00 m z OR 1_14" + 01 1 t5 < ANCHORAGE 0 0 0 0 z z 0. 1V CLEAR (TYP) c-)j ui ml U) _LL X U) Q2- CLEAR 0 #50 9" L 14" 2 #6 (TYP) 1% W PLAN i r (SEE SECTION A-A REFRIMPM SCALE "A MKWM 1 1 3- FOR SPACING) V-11111" > 11X- CLEAR (Ti 1 3 #9 1 1 7" Ilit sc, #4 0 11-\I (Ti 0 VARIES 9 0 OD a) co 04 #4 0 12- T- 0- a. 0. 0. 0. 0. Lij 3"0 ELECTRO GALVANIZED ui I q ui 41 ui li ui W n n STANDARD CLEVIS HANGERS BY TOLCO OR APPROVED EQUAL, NTH < < a < VARIABLE HEIGHT VERTICAL RODS m uj m W m W m CD li m CD W ch FOR LEVEL PIPE INSTALLATION 4 -0. L I - - 5'-6- 5-6- ' 4'-0' 4'-O" 4'-0' 41'-0 4'-0 SECTION C - C 35'-0" SCALE 1" = 1'-8" C IlE c a. & T o L'i cc m + Ile C 2 #6 —(PARABOLIC) :2 0 ml z < 01 211* CLEARANCE W m m V) . . . . . . . . . . . . . TS i 3'X2"Xx"1,1 2 #4, 9- LONG (T )l 0 VENT 1 #4, 9- LONG (TYP) 1- 0 HOLE I I - - - - - - - - - 3 #13, 7'-9- LONG (Ti NA' 0 U BOLTS: 3" THREAD 3 #9 1 2" CLEARANCE ^ 1 HEX NUT AND 2" BEAM DEPTH -Y47 x 8" x 8" PLATE WTH DO FLAT WASHER (VARIES) snow c #4 r] TOTAL 2- 1W 0 HOLES 0 511' CENTERS JAM NUT & CUT WASHER rT I TOP OF BEAM PLACE TIES AT il)� INCHES I"-+ MORTAR PAD (TYP) CLEAR FROM THE EXTERIOR EDGES OF THE GIRDER. lk " 24 SPACES 0 5" 7" MAXIMUM SPACING 24 SPACES 0 5" (TYP) 31Y2" CLEARANCE ALL AROUND #4 x 9" TOTAL 4 to 0 0 *7 m II A 6-79 12" 10'-0- In 10,-0" (TYP) 2-#6xlO" BAR --%-= — = #4 jwR < TACK WELD SECTION A- A DETAIL I SCALE : 1/2" = 1'-0" N.T.S. 35'-0" ui 0 o cli ti CITY m +00 a + DESCRIPTION OF REVISION DATE op"l z 0 THICKNESS (PARABOLIC) #4 @ 12" #5 @ g- 4" <' VARIES CLEARANCE CITY OF RANCHO CUCAMONGA 1- 0 21' V) 3 #4, 7'-9" LONG (TYP) OMME WW 2.1AM CHAMFER \ 1----#4 0 11- L#5 0 9- F---14- 2" CLEARANCE 3 #15, 7'-9- LONG (TYP) 4"r--j - -------14" DW (TYP) OR 1 14" DRICK 8"11 G11Mfk OffA" #4 %HsTOTAL 7, EQUALLY SPACED L(Ti;) PLACE THE EDGE TIES AT 2 INCHES ca No. 3889 APPROVED BY: DATE: 5-till-111 CLEAR FROM THE INTERIOR FACES 6 12" OF THE GIRDERS. CITY ENGINEER RCE: SM72 SECTION B-B Ems. 03-11-ill.3 CLEARANCE ALL AROUND (TYP) Cill all KA14 PRORREID BY. RE0%#AD= SCALE 14" 1'-0" 4* CAVNI R.B./V.V. A u b a U . DRAWN 639 W. Broadway ml Glendale, CA 91204 11L 818-240-36M FAX 616.240 7991 15 OF 10 CHEOCED NO. V.V. wirtan V. vwtunkm -E NOS 1=131 Dft0WWMG 23M DAM w a 0 I � � I N - - —'- - - z #41 2' LONG TOTAL 11 w 0 ADDITIONAL #4 BARS > ~ 2'-0" LONG, 2 EACH FACE " " o4 W 8 X$ X1" r d° -`4" POLYSTYRENE WITH © 1 " ELASTOMERIC a I #4 F-1 6 © 76" HARDBOARD A I BEARING PAD 0. 6" 7 (TYP) ( I #4F co #4 I 1 (TYP) • 0 aI_ I #4, 2' LONG, I I TOTAL 2, 2"CLEAR I I I EXTERIOR FACE (TYP) +) ! I I ! (TYP) PILE — — #4 (TYP) o j r ( EXISTING I L i 2' 0 PILE I I #4, 2' LONG-TOTAL 2, I I I I INTERIOR FACE (TYP) i I i I #6 (GALVANIZED), 2' LONG — 1' EMBEDMENT, 2'-6" TYP 3 TOTAL, ABUTMENT 1 ONLY 3'-6" (TYP) 9" 4'—Y2" (TYP) (TYP) A -� PLAN SECTION A -A SCALE : 1" = 1'"!" N.T.S. H _z O a- LEVEL 0 2-#4 2-#4 = 4:i B r./7 INUOUS 4.a 1 " CLEAR }� 7Z" CHAMFER (TYP) ITYPE A SEAL PER CALTRANS (TYP) gas 1 ( STD PIAN B6-21. (MR= 1 1§") v 1" CONSTRUCTION I „ JOINT (TYP) > © #4, 2'-0 LONG cONSTRUCT#UN JOINT �- �©FEssr 3-#5 n 8" Fh��4aN. Yq� it F 3-#5 —i$" - - - - - - - — - - �' Pb. 38893 z #4 TOTAL 2, i I c� ( I #4 o3-�-ta (TYP) I I I I cv N I I ¢ry clV% �P #4 0 10" I ( I i PROTECT EXISTING REINFORCEMENT OFF CA1 tE I I STEEL AND INCORPORATE TOTAL 9 v w INTO NEW CONSTRUCTION (— !— — —I 3—#8 3-#8_jI I I I I I i i I i t 2" CLEAR I I I I I 11 I I i I I I Ij 3 -0" ! I i ( 9" 3" ( EXISTING j I DESCRIPTION OF REVISION DATE My I i i i (TYP) i 1 i ( ') 1 2' 0 PILE I CITY OF RANCHO CUC.AMONGA I I I I I I I I i t I I I I I I i I I I I i i I I I I i t I I BRID E "W ANDBRMMW i t I � I 1 1 ► � I I ( I i j i i i i i i BROW ABl17B1E1M APPROVED BY. DATE: S-t1-11 CITY ENGINEER ti Ste" RCE: &W2 SECTION B -B � f: ELEVATION � � � � " _ , " R.B. V. - 1 -� 7W N.T.S. /V. SCALE 1 DRAW 639 W. Broodwoy � Glendale, CA 91204 G.S. TEL 81e-2+0-3M FAX 916-240-Ml OF !6 - C C f * R.C_E 140 3 DORM rm. V.V. vartan v. vatmikm DATE 4. 12 F'1IP. rr3