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2423-S
2422-SREMOVABLE STEEL CAP I a' o" -I ARM LENGTH I ct_ ' 60" 24" v--SEE "SIGNI . .._ TAB" DETAIL/'-.._ 48" ][fl-:-_j_ ct_ • ' ---' >---6" Avenue AVE u ~ct_~~ ti . ', 6300 6'-0" ,OR" I 6" I--NOTE: LB CONDULET, STO CAB_E, HANGING HARDWARE & SIGN BY OTHERS 8-0 \ SHAFT GENERAL MATERIAL SPECIFICATIONS j" COUPLING AT BOTTOM-FOR SIGN WIRl~'G -(NIPPLE & CONNECTORS BY OTHERS) NOTES Steel of 48,000 psi minimum yield after fabrication BASE PLATES & FLANGES ASTM A-35 Steel ASTM A-36 Steel PIPE ASTM A-36--53 Grode "B" Steel MATERIAL SPECIFICATIONS BUTT WELDS Ground flush with bose metol LONGITUDINAL WELDS All welds shall conform to AWS D1.1 weld specifacation FINISH COATING STRUCTURE Hot dip galvanized per ASTl,,I A-123 HARDWARE Hot dip galvanized per AST!,,1 A-153 DESIGN CRITERIA STRUCTURE & HARDWARE In occo1donce with -the "Specification for Structural Supftorts of HighwoS Si8n5, Luminores and WELDING Tro fie Sionols. AA HT 1994 In accordance with the "Specification for Structural Supfforts of Hi@hwo~ Si8ns9 Luminares and Tro fie Signals. AA HT 1 94 RAD. AS REQ"D. 3" (HOLD) l" RAD. , .. 4 /!;" DIA DRILL LENGTH 8'-0" SIGN TAB DETAIL ARM TU BE SIZE mo O.D. x BASE 0.0. x THK. 2 3 18" x 3 1 2" x 11 GA. BACK CLAMP W/4 BOLTS (ASTM A-307) SIGNAL POLE DIA~ETER AT 24' ABOVE FINISHED GRADE t:::..::.::~Vl"-----1!' rt -,--.._L f Ii'. CLAMP SIGNAL POLE l" 8 ?," DIA. HOLE l~I CLAMP SUPPLIED WITH A TYPE "F'' §"-16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD D'<ILLED) il" DIA. DEBURR::D HOLE IN CLAl~P NOTCH OR DRILL FOR DRAINAGE 1" DIA. HOLE W/GF:OMMET IN POLE (FIELD DRILLED) CLAMP DETAIL HORIZONTAL llSNS MAST ARM SIGNAL POLE MAST ARM SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR ---ASTRO Mini-Broe AB-0121-29-NPT-A_O W/SE-0577-GLV OR APPROVED EQUAL (mJE WAY / ONE OUTPUT) EMERGENCY VEHICLE DETECTORS 3' I· ·I CASE 1 SECTION "R" CAB. ' N '-.. HILLSIDE ROAD V//////~ VcouNrY oy; ~ s/N/;::;1 ///~~ ERNARD/f\i~ "R" CAB.-SIDEWAL< ~,...... WILSON AVENUE ~ ~I ~ 1--11~~+--+~+--+~~-+-~~-+-~~~+-~~1 ~ ~ PLAN CAB.-SIDEWAL <. CASE 2 SECTION SECTION "R" CAB • 0 u • w • z LEMON BllSE LINE w ~ z w ~ AVENUE ROAD STREET BANYAN STREET VICTORIA PAFi SUGAR CUM LAN[l EE1 -15 BASE LINE ROAD CHURCH STREET CHURCH SlREIT PLAN SECTION L CLIRB EXIST. C & G w ~ F THI ~ ARROW "R" "R" CAB. CAB CASE 3 SECTION ' .,,. BN & SF SIDEWAL<. PLAN SECTION TYPE "R" CABINET FOUNDATION AND PAD DETAIL 1 6)2" 8"UC-6"LC 12 .. [ n k"J ST_-++++~',', -+---~---\ ~ 10400 :" 1.1.S.N.S. LEGEND DETAIL INDEX OF SHEETS= 1 2 (DWG N0.2422-S) 3 (DWG NO 2422-S) 4 (DWG N0.2423-S) 5 (DWG NO 2423-S) 6 (DWG N0.2423-S) 7 (DWG N0.2423-S) 8 (DWG N0.2423-S) 9 (SHT 5/5) (DWG NO 1670-S) 10 (SHT 3/3) (DWG N0.1521-S) 11 (SHT 2/3) TITLE SHEET TRAFFIC SIGNAL PLAN ETH STREET AT UTICA AVENUE SIGNING AND STRIPING PLAN: ETH STREET AT UTICA AVENUE TRAFFIC SIGNAL PLAN CAR~IELIAN STREET AT BANYA~ STREET SIGNING AND STRIPING PLAN CAR~IELIAN STREET AT BANYA~ STREET TRAFFIC SIGNAL INTERCONNECT PLAN CAR~IELIAN STREET -19TH S-REET TO 450' E/O ORANGE STREET TRAFFIC SIGNAL INTERCONNECT PLAN CAR~IELIAN STREET -200' W/O LEMON AVENUE TO 1,050' E/O BANYAN STREET TRAFFIC SIGNAL INTERCONNECT PLAN CAR~IELIAN STREET -370' w/o BRILLIANT LANE TO WILSOI" AVENUE FLASHING YELLOW ARROW TRAFFIC SIGNAL MODIFICATION PLAN ~llLLl~EN AVENUE AT l/OUNTAIN VIEW DRIVE FLASHING YELLOW ARROW TRAFFIC SIGNAL MODIFICATION PLAN ~llLLl~EN AVENUE AT TERRA VISTA PARKWAY FLASHING YELLOW ARROW TRAFFIC SIGNAL MODIFICATION PLAN ,,_..,,"'w 1 s v---.... r"'""'' t;.I"...,..."" 1 j,I~"' ,~~"' O.™....e.~n E MEDIAN ISLAND AND STRIPING MODIFICATION PLAN ~llLLl~EN AVENUE AT l/OUNTAIN VIEW / AT TERRA VISTA AVENUE MEDIAN ISLAND AND S1RIPING MODIFICATION PLAN ~llLLl~EN AVENUE AT VICTORIA PARK LANE NT THE EXISTENCE AND APPROXIMATE LOC.ATION OF ANY UNDERGROUND UTILITIES DR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE COflFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE TO THE PROPOSED MPROVEMENTS. TO THE BEST OF DUR KNOWLEDGE, AT THE LOCATIONS ON THE PLA~S THAT SHOW UTILITIES, THERE ARE NO OTHER EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN O~ THOSE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIOflS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYlr'G ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES.THE CONTRACTOR SHPU CALL IN A LOCATION REQUEST TO JNDERGROUND SERVICE ALERT (U.S.A.) PHONE 811 TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION FERMIT, ISSUED BY ANY OF THE VARIOUS PUBLIC WORKS DEPARTMENTS, SHALL BE VALID INVOLVNG UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. 0. ... I "' I • (~ 0 AR ROUTE RAILROAD METROLINK SlREEl SlREEl / 77 /£!TY OF ONTAR! /////////// FOOTHILL ARROW ROIJTE & F ~---<-lllf--PROPOSED !FIBER OPTIC INTERCONNIECT INST AllA TION TRAFFIC SIGNAL LOCATION LOCATION MAP NOT TO SCALE ct_ OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE" LEFT TURN LANE 15' 10' 0. ... "' I it_ 8"\M-ilTE TURNING LANE LINE N ================================="======'!+~+-+-~ 0. ... I THRU LANE <I:_ 4" LANE LINE 0. ... I ;.-, :S DISTANCE TO LIMIT LINE PER CMUTCD, LATEST EDITION 1 THRU LANE N RIGHT TURN LANE (SEE NOTE 2) 0. ... I <I I N TOP OF CURB FACE 10' LOOP DETECTOR PLACEMENT NOTESo 6" 6' 1. TYPE D AND TYPE E LOJP DETECTORS SHALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS. 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLACEMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TC BE INSTALLED IN ACCORDANCE WITH THE PROJECT"S SPECIAL PROVISIONS. 5. LQQ::J DETECTORS SHALL BE U::JGRADED TO MEET THE REQUIREMEl~TS :JF THIS STANDARD PLAN. cor~TRACTOR SHALL SUPPLY ALL LABOR. MATERl.AL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWINGc -INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. -11%TALL ONE NEW DLC IN EXISTNG CONDUIT PER ASSOCIATED DETECTOR CcANNEL FOR NEW TYPE D LOOPS. -INSTALL ONE NEW DETECTCR IN THE EXISTING CONTROLLER CA.BINET FOR EACH ADDED DETECTOR CHANNEL. -ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1-A-¢P = DETECTOR ASSIGNf.ilENT; A= CARDINAL DIRECTION OF APPROACH; P= ASSOCIATED PHASE 7. FOR TYPE D LOOPS. INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A&E '.MODEL C-' 200 SERIES) OR EBERLE DESIGN INC. (ORACLE/2) OR AN APPROVED EQUA.L VEHICLE DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED OPERATIO~. GENERAL NOTES (ALL SHEETS) I. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO CALTRANS STANDARD PLA~S AND STANDARD SPECIFICATIONS DATED 2015, CALIFORNIA MANUAL O~ UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014), THE CITY STANDARD PLANS AND SPECIA_ PROVISIONS, AND AS DIRECTED BY THE CITY'S REPRESENTATIVE. 2. WHERE DAMAGE IS CAUSED BY THE CONTRACTORS'S OPERATIONS, THE CONTRACTOR SHALL AT HIS EXPENSE REPAIR OR REPLACE DAMAGED FACILITIES PRO~PTLY I~ ACCORDANCE WITH CALTRANS SPECIFICATIONS, TO THE SATISFACTION OF THE AFFECTED UTILITY, AND THE ENGINEER IN THE FIELD. WHERE SIDEIVALKS, CURBS, OR GUTTERS ARE TO BE REPAIRED, THE REPAIRS SHALL BE MADE BY REMOVING AND REPLACING THE ENTIRE SECTIOr' BACK TO THE NEAREST SCORING LINES AND ~OT BY REFINISHING THE DAMAGED PORTION. 3. ALL EXISTING EQUIPMENT Nm MATERIALS REMOVED AS PART OF THE UPGRADE SHALL BE PROPERLY DISPOSED OF BY Tf-E CONTRACTOR. 4. SPLICING OF SIGNAL CONDUCTORS IS NOT PERMITTED. CONDUCTOR CONNECTIONS WILL ONLY BE MADE A THE TERMINAL COMPARTMENTS, AND CONTROLLERS. ALL WIRING AND EQUIPMENT SHAL_ BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 5. EACH FIBER OPTIC CABLE SHALL BE PERMANENTLY IDENTIFIED BY DIRECT LABELING. 6. NEW PULL BOXES SHALL BE NUMBER 6 (OR 6E WHERE NOTED) POLYMER CONCRETE PE' CAL TRANS STANDARD PLANS U~LESS OTHERWISE NOTED. PENTA HEAD BOLT DO\\N FEATURE IS NOT REQUl'<ED. 7. ALL NEW UNDERGROUND AND EXTRUDED CONDUIT SHALL BE RIGID NONMETALLIC PVC UNLESS OTHERWISE NOTED. NEW CONDUIT SHALL BE PULLED THROUGH OPPOSITE ENDS CF PULL BOXES USING 45· U.L. APPROVED ELBOWS. 8. ALL CONDUIT SHALL BE INSTALLED A MINIMUM OF 18" UNDER SIDEWALK AND 30" UNDER PAVEMENT, UNLESS DIRECTED OTHERWISE BY THE CITY'S REPRESENTATIVE. TRENCHED CONDUIT SHALL BE SECURED IN .A MANNER TO PREVENT FLOATING WHEN BACKFILLED WITH SLURRY. 9 BORE AND JACK METHrn SHALL BE USED FOR THE INSTALLATION OF CONDUIT, UNLESS OTHERWISE APPROVED BY THE CITY'S REPRESENTATIVE. 10. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF ALL COMMUNICATION EQUIPMENT "RIOR TO INSTALLATION OF EQUIPMENT OR WIRING. 11. LANE CLOSURE OR OBSTRUCTION SHALL BE CONDUCTED IN A PROPER AND REASONABL:: MANNER WITHIN THE TIME AND DIRECTION SPECIFICALLY ALLOWED AND AS DIRECTED BY THE CITY'S REPRESENTATIVE. 12. THE CONTRACTOR SHALL ARRANGE TO HAVE A FIBER OPTIC COMMUNICATION TECHNICIA~ QUALIFIED TO WORK ON THE COMMUNICATION SYSTEM AND EMPLOYED BY THE MANUFACTURER OR THE MANUFACTURER REPRESENTATIVE, PRESENT AT THE TIME OF THE SYSTEM TURN ON. 13. NEW PULL BOXES OR FIBER OPTIC SPLICE BOXES SHALL NOT BE LOCATED IN OR WITHl~I I' OF ANY CURB ACCESS RAMP AND SHALL NOT BE CLOSER THAN 3' TO DhlVEWAYS. 14. THE CONTRACTOR SHALL ARRANGE TO HAVE A SURVEILLANCE CAMERA SYSTEM TECHNICIAN QUALIFIED TO WORK ON THE SYSTM AND EMPLOYED BY THE MANUFACTURER PRESENT AT THE TIME DF THE SYSTEM TURN ON. 15. THE EXACT LOCATION Cf THE SURVEILLANCE EQLIPMENT SHALL BE DETERMINED BY THE CITY Al1D THE MANUFACTURER'S REPRESENTATIVE IN THE FIELD. 16. THE CONTRACTOR SHALL PROVIDE ALL PATCH CORDS AND CABLING WITH APPROPRIATE CO~NECTORS TO CONNECT ALL THE EXISITING/PRDPOSED EQUIPMENT TO HAVE THE SYSTEM FULLY OPERATIONAL. 17. THE CONTRACTOR SHALL PROVIDE SYSTEM INTEGRATION AT CITY HALL TRAFFIC MANAGEMENT CENTER (TMC) WITH THE PROPOSED EQUIPMENT. THE CONTRACTOR SHALL INSTALL THE REQUIRED COMMUNICATON EQUIPMENT TO PROVIDE A COfJPLETE OPERATIONAL SYSTEM WITH MINIMUM DISRUPTION TO THE EXISTIN3 COMMUNICATION SYSTEM. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RANCHO CUCAMONGA ENGINEERING D'.:PARTMENT FOR EQUIPMENT AND INSTALLATION REQUIREMENTS. 18. THE EXISTING TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES UNLESS OT-1ERIVISE APPROVED BY THE CITY'S REPRESENTATIVE. 19. THE LOCATIONS OF PROPOSED FIBER OPTIC SPLICE BOXES ANJ PULL BOXES ARE APPRJXIMATE. 20. THE CONTRACTOR SHALL REVIEW THE EXISTING CJMMUNICATIO~ SYSTEM IN THE FIELD AND AT THE CITY HALL (TMC) PRIOR TO ORDERING AND INSTALLING THE PROPOSED EQUIPMENT. 21. POTHOLING REQUIRED FDR UTILITIES SHOWN OR ~OT SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST FOR THE POTHOLING REQUIRED SHALL BE INCLUDED IN THE CONTRACT BID PRl2E. 22. ALL NEW PULL BOX LIDS SHALL READ "INTERCONNECT" DR "TRAFFIC SIGNAL" ACCORDINGLY. 23. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 72 HOURS PRIOR TO CONSTRUCTION FJR SCHEDULING ALL INSPECTIONS. 24. ALL EQUIPMENT REQUIRED BY THE CITY TO BE SALVAGED SHALL BE DELIVERED TO THE LOCATICN APPROVED BY THE CITY. 25. CONTRACTOR SHALL PROVIDE MINIMUM 15' OF FIBER OPTIC DROP CABLE SLACK IN ALL PULL BCXES AND MINIMUM so' SLACK IN PULL BOXES ADJACENT TO CONTROLLER CABINETS AND/OR ADJACENT TO SPLICE ENCLOSURE CABINETS. 26. HARDWIRE INTERCONNECT BEING REMOVED AND REINSTALLED AS PART OF THE PROJECT SHALL 3E RECONNECTED . 27. CONTRACTOR SHALL RE~DVE ALL EXISTING WIRING AND CONDUCTORS NOT REUSED. 28. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDl~G. 29. SEE DESIGN PLAN SHEETS FOR ADDITIONAL GENE'<AL NOTES. 30. SHADED AREA:: -DENOTE VEHICLE DETECTIOI" ZONES. DETECTIONS ZONES SHALL BE PRECISELY MEASURED AND THE CONTRACTOR SHALL MARK T-1E LOCATION WITH TEMPORARY MARKINGS THAT ARE READILY VISIBLE ON THE VIDEO DETECTION MONITOR. CONTRACTOR SHALL FURNISH AND INSTALL THE VIDEO DETECTION SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. EXACT LOCATION OF THE DETECTION ZONES SHALL BE DETERMINED IN THE FIELD BY THE CITY ENGINEER OR HIS REPRESENTATIVE. EXACT PLACEME~T PLACEMENT OF THE VIDEO CAMERAS SHALL BE DETERMINED IN THE FIELD BY THE MANUFACTURER'S REPRESENT.~TIVE. 31. THE CONTRACTOR SHALL FLRNISH AND INSTALL THE EMERGENCY VEHICLE PRE-EMPTID~ SYSTEM (EVP) IN ACCORDANCE WITH THE MANUFACTURER'S REQU REMENTS. EXACT PLACEM::NT OF EVP DETECTORS SHALL BE DETERMINED IN THE FIELD BY THE MANUFACTURER'S REPRESENT A Tl VE. 32. ALL PULL BOX LIDS SHALL BE IN PLACE AT THE END OF EACH WORKING DAY TO PREV::NT TRIP/FALL HAZARDS. TRAFFIC No. 1575 DATE: 5-9-2016 AGA Jcb No. : 210-001 AGA File Name: RANCUC FYA Prill Dote : 05/09 /2016 Lost Revision : 05/05/2016 A (714-) 992-299~ BE.R.. T !'AX 1n-2e1>,J £":!,ROVER & '-'A:SOCIATES TRANSPORTATION CONSUL TING ENGINEERS 211 E. ll"l'lperlcl 1-1111)1., Suite 2[)8 F'ullerta~. C:A 8~!!J!l w FOR ADDITIVE BID ITEMS ONLY No. DESCRIPTION OF REVISION 8/8/16 ~ DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL AND SIGNAL INTERCONNECT PLANS VARIOUS LOCATIONS APPROVED BY: CITY ENGINEER DESIGN E.GAR DRA\'1/N DATE: 5/10/16 RCE: 67514 RECOMMENDED SHEET Underground Service Alert q,~ of Southern California i5~j% Call TOLL FREE ~ 1-800-227-2600 1-C=HE=C=KE=D===___j E.GAR OF DRAWING ND. 2422-S 1 3 M.H.MIL --------R.C.E. NO'--DATE ______ FILE NO __ TWO WORKING DAYS BEFORE YOU DIG CONDUCTOR SCHEDULE RUNS AWG SIZE, WIRE STD PHASES & & fil 8 & OR CABLE TIPE 12 IM RE I 06, ¢1 , OLA, 06P /-2 /-2/----CONDUCTOR 2 H, 08 /06PPB 1/ 1/1 1/1 C./\BLE --11-#1 4 3 08, 08P /06PPB 1/1 1/1 1/1 1/1 -1-#12 4 <'5, "6, OLB, ¢6P /08PPB 2/1 2/1 2/1 2/1 2/1 5 02, 05, OLB, 02P /08PPB 2/1 2/1 -- -6 04, 08, 08P /¢2PPB 1 /'1/1 - - -7 04 /¢2PPB 1 /'1/1 ---§. 01 , 02, OLA, 02P /-2/-2/----3 WIRE CONDUCTOR C.�BLE (3-#1 4, PPB) TOTAL CABLES 12/6 12/6 4/3 3/2 2/1 �1 0 LUMINAIRE -4 2 2 2 ,1 2 IISNS -4 2 2 - � � & � - - - - - - - ------ - --2/1 2/1 2/1 2/1 1/1 1/1 1/1 - 1/1 1/1 - - 2/-- -- 6/3 4/3 3/2 2/1 2 2 2 2 2 2 2 2 PHASE DIAGRAM * j : � �OT ( USED ....,__ _____01 02 03 ¢4 ....... --��OT OLB . USED . 05 ¢6 1/Jl ¢8 t FLASHING YELLOW ARROW OVERLAP (PERiJISSIVE MODE) • 1I I t EX R26(CA) w ::,z w ><( EB GROUND WI RE 1 1 1 1 1 1 1 1 1 OPTIC OM MODtL I 38 EVP CABLE A 4 1 1 -? ? 1 1 0 3-H1 6* PERCENT FILL C� SIZES VI DEO POWER CABLE 4 VI DEO C.�BLE 4 17% 3-4'' 4 I 1 4 1 1 17% 18% 14% 3-4''4" 4" -? ? 1 1 -2 2 1 1 14% 13% 20% 14% 18% J'' 2-4" 4" 4" J'' CONTRACTOR SHALL TERMINATE CONDUCTORS IN TERMINAL COMP�.RTM C:NTS ANJ IN THE CONTROLLER C�BINET TO ACHIEVE OPERATION SHOWN. ALL CJNDUITS AND CONDUCTORS SHALL BE NEW. N " s 285' TO BACK FOR ADDITIVE BID ITEMS ONL Y'\y' ,,----.... s I.\ \_,__ PROP BIKE LANE STRIPING TO BE INSTALLED BY OTHERS "'� I[ill 1 2 132"C.,4§10,4l/1 2 R/W =:::., 6TH 164' --16"'W '" ----•· -I- -OF CROSSWALK 'INSTALL 24 STRA�D SMFO CABLE IN EXISTING CO"ITTIOTT TO CABlf!E01cTH ST/HAVER A'.E. --------------------�-----� ,r,;;\ f ----- COORDl,�A TE WI TH CITY ENJNEER TO VERIFY (EX FI BER VAULT INST�LLATION □�TAILS (AP�ROX. 1,500�).�;_,:,'_ _ _ _ ---,.,., ' ...... ' ___ .�,.;-:. �'---"--� " ----:·1---t EX R26(S)(CA) --- ---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--:-r=::-::,:,,e-=--... ,��---:O-·( --------/. C' -----\--�"-+" ' __ _ - E uo,.._.,.,.__£_r ________ _,.';". '''-----------------:=-----------+----'c'-------------',.;-,-'.-------.i:I: -' % , ' ff,�1}}! �rf� �:r:2f ;,\�}� ���� ��Tu� �:r ::; 6 �r��j 7 f;���,� ... :; 02 � .. ::. .. ,"''"' .:."•"'"� ,:.,.,, .. c ,.; .. ,�,., '-"'·"''� 1✓-·:':,• ... ""r �-1• / \!:.,,••'"_• •. / ..• �..£�)-.,�-· v4 ,_;�-• "-'-I t\.�:.-• ��i-•�---vJ.:t:.;':-· �J:�,· R/W �-PROP BIKE LANE STRIPING _ __.,/ 4�i�-___ -------�-TO BE INSTALLED BY OTHERS CONSTRUCTION NOTES (THIS SHEET): 0-FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 CONTRDLLE, ASSEMBLY AND AUXILIARY EQUIPMENT AS NECESSARY FOR OPERATION SHOWN IN A TYPE "R" CABINET. INSTALL i', BATTERY1"717 BACK-UP SYSTEM IN A SEPARATE CABINET MOUNTED ON T ·ff SIDE OF -H E CONTROLLER CABINET. EXACT LOCATION TO BE DEERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS.� FURNISH AND INSTALL 'vlDEO )ETECTION PROCESSING UNIT INSIDE CONTROLLER CABINET. SEE SPECIAL PROVISIOl"S. l":i1-FURNISH AND INSTALL 120/2LQV TYPE Ill-BF SIGNAL AND LIGHTING SERVICE CABINET. USE 50AMP SIGNAL BREAKER, 30AMP LIGHTING BREAKER. SIGNAL CIRCUIT SHALL BE 120\/ METERED AND LIGHTING SH/ILL BE 120V � UNMETERED. PROVISIONS SHALL BE MADE FDR MOUN TlfJG THE TYPE ''V'' PHOTOELECTRIC UNIT IN TH E SERVICE CABINET. TH E CO�TRACTOR SHALL FU RNISH AND INSTALL A TIME DELAY PHOTO CELL IN THE :ABINET. 8--EXISTING 3'' PVC SCHEDULE 80 WITH PULL-ROPE FROM HMIDHDLE TO THE SERVICE CABINET PER RCMU APPROVED DRAWINGS. COORDINATE WITH RCMU FDR INS TALLATION OF SERVICE WI RES.AT LEAST TO WEEKS AD1/.ANCE NCTICE SHALL BE GIVEN TO THE RCfAU BY CONTACTING THE RCl1U AT (909) 477-2740. EXACT LOC.�TIOl1 SHALL BE DETER�.1 1fJED 3Y RCMU IN THE FIELD. [I}--INSTALL EMERGENCY VEH18LE PREEMPTION DETECTOR AND RACK MOUNTED PHASE SELECTOR EQUIPMENT PER SPECIAL PROVISIONS. DETECTOR SHALL BE MOUNTED ON SIGNAL MAST ARMPER DETAIL HEREON. IT]--FU RNISH ANO INSTALL ITERIS VANTAGE \/ECTOR CAMER�. ON THE SI GNAL MAST AR�I WHEN FEASI BLE. FINAL LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELC.ARD LAN ES-7N, D �Elvl6o[ [Xl3flld� euRB RA!rilP Al�B REQUl?EB PSR"flB�� 8F SIBEWA:LI(, e:..RD �fdD 61:!HER Mm Ir.ST;\' L fJ[1':1 8ALTR/1�is S7=8. PL/dJ /,SSA CURB R.\MP T¥PE C. REMOVE i64 FEET OF l,!EDIAN AS SHOWN. STREET SECTION SHA_L MATCH EXISTING ---�-FOR ADDITIVE BID ITEMS ONLY -----0 0-FURNISH AND INSTALL ITERIS RZ-4WDR CAMERA ON LUljlNP.IRE MAST fa.RM. FINAL LOCATION TO BE DETERMINED BY THE ENGINEC:R 11, THE FIELD.0-FURNISH AND INSTALL ET-iERWAN EX7'i620AOB FIBER SWITCH.1. 2. GENERAL NOTES = ALL WORK SHALL CDNFOR�, TO TH E CITy's STANDARDS AND SPECIFICATIONS, THE STATE OF CALIFDRr·J IA DEPARTM ENT OF TRANSPORTATION STArWARD PLANS AN D s-ANDARD SPECIFICATIONS 201 5, CALI FORNIA MANUAL ON UNIFORM TR AFFIC CONlFIOL DEVICES (CA MUTCD 2014), THE SP ECIAL PROVISIONS, AND AS DIRECTED BY THE CITY'S RE�RESENTATIVE. LOCATION OF UTILITIES ANO SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF TrlE AVAILABLE RECORDS. THE CONTRACTOR SHALL CALL UNDERGROUND SER,1CE ALERT AT 81 1, AT LUST 48 HOURS PRIOR TO AN Y EXCAV6,TION THE CONTRACTOR SHALL EXERCISE EX1REME CARE TO .�VOID DAM�.GING EXISTING UTILITIES. TO THE BEST OF DUR KNOWLEDGE, �.T THE LOCATI O�IS ON THE PLANS THAT SHOW UTILITIES, THERE ARE NO OTHER EXISTING UNDERGRDUflD UTILITIES OR STRUCTU RES EXCEPT AS SHOWN ON TH OSE PLAl,S. THE EXACT LOCATI ON OF EXISTING OVERHEAD UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. TH E ENGINEER ft.SSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NCR FDR UTILITIES OR IRRIGATl0rs LINE WHOSE LOC/1llONS ARE NOT SHOWN. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES ANO UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHi,LL BE RESPONSIBLE FOR NOT FYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXC,I\VATION TO DETERMINE EX,\CT LOCATIOfl OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF TrESE LINES. 4.WHERE DAMAGE IS CAUSED BY TH E CONTRACTOR'S OPERATIONS, Tf-E CONTPACTOR SHALL AT HIS EXPEt,SE REPAIR OR REPLACE DAMP.CED FACILITIES PROMPTLY IN .�CCOROAfJCE '111TH CALTRANSSPECIFICATIONS, TO THE SATISFACTIOfJ OF THE AFFECTED UTILITY, AND THE ENGINEER IN THE FIELD.5.,\LL EXISTING EOUIPMENT AN O MATERI ALS REMOVED AS PART OF THE UPGRADE SHALL BE PROPE'lLY DISPOSED OF BY THE CON TRACTOR.6 SPLICING OF CON DUCTORS IS NOT PERMITTED. CONDUCTOR GONNECI ONS WILL ONLY BE MADE AT THE TERMINAL COMPARTMEN TS, .�ND CONTROLLERS. 7.ALL NEW UNDERGROUND AND EXTRUDED CONDUIT SHALL BE RIGID �I ONMETA LLIC PVC. NEW CONDUIT SHALL BE PULLED THROUGH OPPOSITE ENDS OF PULL BOXES USl�G 45' U.L.8.ALL CONDUIT SHALL BE INSTALLED A MINIMIJ,I OF 18" UNDER SIDEWALK AND 30" UNDER PAVEMENT, JNLESS DIRECTED OTHERWISE BY THE CI TY'S REPRESEN TATIVE.9. BORE AND JACK METHOD SHALL BE LSED FOR TH E INST�.LL;,TION OF CONDUIT, UNLESS OTHERWISE APPROVED BY THE CITY'S REPRESENTATIVE. <t: u I:, I I \ \ 1 -N-¢4 0 \ l I I I I I •...... I : I I I . . . . ' I I ' -,/ 0-·-1.a 'I , . ·', I I -7r-1 I ON""'l "" n o,06 t/l [JJ "' O> J> n c;:::>< 16' 1-N-¢4 ■ ® 2-N-0 12' I \ f 15' I I I I I 1 .-Ii'· .. '1 I I -1"-©4I 1_, 94 4 6 I 7 DETAIL "B"�l +OLA I DETAIL "A" �I-s 3-W-�5 <��)=["•11.--;; - 5 1, 3-W-J (�I VJ EX 2-4"C.--r , \��1 IOb --DET.41 L ''/!,'' / 24 , 3-S-,l !l-� \ III \ � I I I 1-S-08 © B I I; -L, 0 N ,, "' n o_ Al ---, 0 O(fl (fl OJ "' )> ,. 0 � A 10. POTHOLING REQUIRED FOR UTILITIES SHOWN OR NOT SHOWi'J SHALL BE THE �ESPONSIBILITY OF THE CJNTRACTOR. THE COST FOR THE POTHOLING REQUIRED SHALL BE INCLUDED IN THE CONTR.<ICT BID PRICE. 11.PECESTRIAN PUSH BUTTON ASSE,IBLIES SHALL BE POLARA BULLDOG BDL3-G OR APPROVED EQUAL. SEE SPECIAL PROV1SIONS. 12. lflTERNALLY ILLUMINATED STREET NAME SIGllS SHALL BE CALTRANS, TYPE A. FULL-SIZE LAYOUTS FOR EA.CH LEGEND A1�D ONE SAf,l PLE PNJEL SHALL BE SUBMITTED TO THE CITY TRAFFIC ENGINEER FORAPPROVAL PRIOR TO FABRIU.TIDN. SEE SPECIAL PROVISION S. EX R26(S)(CA) --+-�,.-I�m/?,I �.�-�;1 '-=>�� ::<.;;-:1 ...., ..... �- 1-S-•8 �) 13. THE CONTR.'.CTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING. I I \ R/W DETECTION LEGEND: ■ llil (j) ADVANCED RADAR DETECTION TRIP LINE DETECTION ZONE BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT) CONTROLLER INPUT CONTROLLER ZONE ASSIGNMENT ADVANCED DETECTION: 1-8 (NTCIP) STOP BAR DETECTION: 9-16 (NTCIP) BICYCLE DETECTION: 17-24 (BIKE) POLE STANDARD LUMINAIRE TYPE HGT. SIG. M.A. LUM. M.A. LED '* 29-5-100 30' 50'15' 165W MAX 0 1-A I 0' 3 17-3-100 30'20' 15' 165W MAX 4 15TS 30'15'165W MAX 5 29-5-100 30' 55' 15' 165W MAX 6 1-A 10' � 17-3-100 30'20' 15' 165W MAX , 8 15TS 30'15'165W MAX ALL POLES AND EQUIPMENT ARE TO BE NEW. SCHEDULE PPB PLACEMENT IISNS (LED) SIGflAL MOUNTING t----------�------i-----t--�-�------j LEGEND VEI-II CLE 6th 105sba . A·,� Utica 94De> 6th 10%0 IA AS-48 IA AS-48 MAS SV-1-T TV-2-T MAS SV-1 -T SV-2-TA MAS SV-1-T TV-2-T MAS SV-1 -T SV-2-TA PED PHASE SP-1-CS 06 SP-I -CS 06 SP-1 -CS 08 SP-1-CS �8 SP-1-CS �2 ¢2 SP-1-CS 3' 1 3' 3' 1 3'3' 1 3' 3' 1 3'J' 1 3'3' 1 3' 3' 1 3'3' 1 3' REMARKS FLAT LUMINAIRE MA f-7 \ EX RCE HAND HOLE EXACT POLE LOCATIONS TO BE DETERMINED l�I THE FIELD BY ENGINEER. POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. *IISNS (LED) TO BE MOUNTED SPECIAL HORIZONTAL MAST ARl,1 (CLE'.1S ASSEMBLY), SEE SPECIAL PROVISIONS.*' LUMINAI RES SHALL BE COOPER LIGHTING MODEL #NVNAAOJDXT3A4KURA1 0KOI'I I \1 I I 1.··,, EX R26(CA)i""'1 I I I I I \ISTREET 11 I I -, I EX R26(S)(CA) ._.,_ ___ "' 8\S !@ \ --�-------t -------------1-------1 285' TO BACK OF CROSSWALK ------------- -----------------+0 \ ■!0N S j_ -- -- --- -- -- -- --- -- ----- --------- --------l=I::::=,,.,-�------------------------ EX R26(S)(CA)"--, �� ----------------------- I '+---------� II\ w E.C.R. -I-- -"B" I·r . 0 m POLI= LOCATION CODI= (EXACT LOCATION BY ENGINEER l'J THE FIELD) �.._ .. ++t------t-------J I I w EX R1 -1 C) • N EX �ARBELITE STREET LIGHT IOOW, #Z3329S3E -,-------- � EX SCE PB OR- OY- OY- (t a- • 12" LENSES DETAIL 'A' NO SC.�LE J __SIGNAL POLE _,, ' MAST ARM __. SINGLE INPU[ EMERGENCY VEHICLE PREEMPTION DETECTOR ASTRO Mini-Bro< MQ\JNf OR APPROVED EQUAL EMERGENCY VE HICLE PRE-EMPTION DETECTOR ASScMBL Y (OVE RLAP A-B) YIELD ON FLASHING ND SCALC: (OVERLAP A-B) DETECTOR CONTROLLER INPUT FLASH (OVERLAP A-8) CJ EVP ¢1 & Q6 EVP ¢2 & 05EVP ¢3 & ¢8EVP ¢4 & r/J7 EVP 3 EVP 4 EVP 5 EVP 6 ¢1, ¢5 NO UTURN TRAFFIC No. 157� DATE: 5-9-2016AGA Job fJo. : 21 0-001 DETAIL "B" NJ SC1\LE �lo. AGA File Name: RANCUC FYA RELA 1m SlRIPING MODIFlCA TIONS ARE FOR ADDITI'IE BIDITEMS ONLY.8/8/1 6 C?J,,v DESCRIPTIO�J OF REVISION DAT E CITY OF RA NCHO CUCAM ONGA TRA FFIC SIGNAL PLAN CITY APPROVED: Prin: Dole : 05/09/201 6 ....--Lo st_Revi_sion_: ____ 05/0 ........ 9/2_016 -6TH ST REET AT UTICA AVE NUE A. (714) Qll2-2�IIO �ER.T il,ll 992-2003 GROVER & �S QCTATES iRANS:FORT�l'ION CDr-JSIJL TING E:r"-1GINEERS 2.11 E, lm•whl H.,,-, SYil� 20-8 Clllle,--t<m , (;;-,\ 9:!.SJ5 APPROVED BY: CITY ENGINEER DESIGN DATE: 5/1 011 6 __ _:::==----��=;;,:::=:._ __ RCE:6751 4 RECOtlliEt.JDED SCALE: 1" = 20' Underground Service Alert }-'';f�-rnE � of Southern Califo rnia E.GAR �� 0 oj� ci Call: TOLL FR EE 1----==E=.G=A=R===------j DRAWN SHEET 2 OF 1314. RA,I PS SHALL HAVE AN INTEGRATED SURFACE APPLIED TRUNCATED DOME DETECTABLE WARNING SURFACE AS SUPPLIED BY VA NGUARD ADA SYSTEMS OR APPROVED EQUAL. COLOR SHALL BE YELLOW. TH E SLOl'E FOR THE LANDING SH.'.LL NOT BE STEEPER TH AN 2% lf·J ALL DIRECTIONS. COUflTER SLOPES OF ADJOI NING GUTTERS AND ROAD SURFACES !.!MEDIATELY ADJ.',CENT TD MJD WITHIN 24" OF THE CURB RM.I P SH ALL NOT BE STEEPER THAN 5%. GUTTER SLOPES SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2' OF WIDTH. NOTE : TH ESE PLANS ACCURATE FOR ELECTRICAL WORK ON LY -1-800-227-2600 CHECKED TWO WORKING DAYS BEFOAE YOU DIG M.H.MIL --------R.C.E. Nu-- DATE ------FILE NO __ ORAWI MG NO_ 2423-S --,--•-I !\ @ � ,/ ...... ___ ------------------------------------------------------------------------------------' ---------- 4-7 /TYPE K-1 MARKER 9-------------------------------------- 6TH 2 180' / _________________ _;__ ----- ------- EX R25(S)( CA)CONSTRUCTION NOTES (THIS SHEET): [I)-RElflVE CONFLICTING STRIPING OR PA1/EMENT LEGENDS BY WET SANDBLASTING. [I}-PAI� T 8" WHITIE STRIPE PER CAL TRANS SD. PLAN A200, DETAIL 38.0-PAl�T 4" DOUBLE YELLOW SOLID STRIF'E PER CALTRANS sno PLAN A20A, DETAIL 22.& PAI� T 4" SOLID WHITE STRIPE 'w!TH RPM.0-INSTALL THERMOPLASTIC TYPE IV ARROW OR LEGEND PER S.A.E. STAND/o,RDS.0-INSTALL THER�tOPLASTIC 12" SOLID WHTE CROSSWALK PER CAL lRANS STD, PLAN A24E [I]-PAl�T 12'' WHITE CHEVRONS AT 10' O,C. REM·JVE EXISTING STOP SIGN AND POST. 0-INSTALL NEW SIGN ON NEW POST PER CITY sno PLAN 401-B, 149' PROP BIKE LANE STRIPINGrn BE 1%T.�LLED BY OTHERS· 00 <( u - �---I 6 I I : ' ' ' ' '' �: I I : ' ' ' �i ''�:I "'ii',' ' ' ' ''�: ' I I 7� I I 0 I I a . 1�EX R26(S)(CA) � •. ! I ®l I I I • I '-----R/W --+----EX R26(CA) 50' -----J, � _ REMOVE SNS EX R26(CA) �X R26(CA) {I]w3-3 EX R26(S)(CA) -'·' STREET SCALE: 1' = 40' MUST ENCOMPASS ALL OF THE BOTTOM OF THE CROSSWALK RAMP . z 0 -.- :ii: 5' MAX PED PUSH BUTTON CROSSWALK DETAIL SCALE: 1 "-20' PROP BIKE LANE STRIPING TD BE lliSTALLED BY OTHERS rRAF'F'lC No. 1575 DATE: 5-g-2015 AGA Job No. : 210-001 AGA File flame: RANCUC FYA Prin: Dote : 05/09/2016 Last Revision ; 04/25/2016 .AuiERT GROVER& �5QCIATES (714) '.Kl2-��\IO PA.I 992-�MJ Tf.ANSFORTATION CONSUL. TING E:f'-JGINEERS 111 E. lmo.,rkil H .. :,;., Suite 20.fl Fi,llerl'ln, Cl\ 9:!!l-35 ''''''''·----;(_!_E:_ R26(S)(CA) ( __ _\--i-7�.., S!.-., \17 MEDIAN REMOVAL AND RELATED STRIPING ,...--::,,,..:>v MODIFICATIONS ARE FOR ADDITIVE BID ITEMS ONLY 8/8/16 -u·- �lo. DESCRIPTIO�J OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA SIGNING & STRIPING PLAN 6TH STREET AT UTICA AVENUE APPROVED BY: CITY ENGINEER DESIGN M.H.MIL DRAWN EG CHECKED M.H.MIL -------- R.C.E. N,�- DATE ------FILE NO __ DATE: 5/10/16 RC E: _ ___.6u..7.,_5J..,4� RECOtlliEt.JDED SHEET J OF ORAWIMG NO_ 2423-S 13 CONDUCTOR SCHEDULE CONDUIT SIZE AND RUN NUMBER AWG SIZE, WIRE STD PHASES ffi ~ & & & OR CABLE TYPE 12 WIRE ® o6,¢1,0LA,¢6P /¢8PPB ---2/1 - CO NDUCTOR B 04,¢8P /¢5PPB - -1 /I 1 /I - SIGNAL CABLE c 04,MP /¢5PPB 1 /1 1 /1 1 /1 11 -#14 -- 1-#12 D ¢5,0LA,¢6P /¢4PPB 1/1 1 /1 1 /1 1 /1 - E ¢2,¢5,0LA,¢2P /¢4PPB ----2/1 F ¢8,¢4P /¢2PPB - - -- - 3 WIR E G ¢8,¢8P /¢2PPB ----- CONDUCTOR H ¢1,0LA,¢2P /¢8PPB ----- £ fil & & ( --2/1 2/1 - -I /I 1/1 ¢1 --1 /1 1/1 - -1 /I 1/1 _j 2/1 2/1 2/1 2/1 1 /1 1 /1 1 /1 1/1 -1 /I 1 /1 1/1 ¢5 --1 /1 1 /1 PHASE ' (OLA ~--~ ¢2 ------ OLBJ, ¢6 DIAGRAM NO T USED NOT USED 07 :J ¢4 1 l ¢8 ' FLA SH IN G YELLON ARROW OVERLAP (PER MI SS IVE MODE) SIGNAL CABLE (3-#14) TOTAL CABLES 1/1 2/2 3/3 5/4 2/1 3/2 4/3 10/8 10/8 #10 LUMIN AIRE 2 2 2 2 --2 2 #12 1.1.S.N.S. -2 2 2 2 2 2 2 h8 GROUND WI RE 1 I 1 1 1 1 1 1 OP Tl COM MODEL 138 EVP CABLE -I 1 2 1 1 2 4 3-#16 VIDEO POWER CABLE -I 1 2 I I 2 4 ' VIDEO CABLE -1 1 2 1 1 2 4 CONDU IT PERCENT FILL 20% 12% 22% 14% 19% 16% 23% 15% CONDUIT SIZES (INCHES) 2'' 4" 3.5" 2-4" 3' 4" 4" 3-L" CONTRACTOR SHALL TER MIN ATE CONDUCTORS IN TER MIN AL COMPA'U MENTS AND IN THE CONTROLLER CABIN ET TO ACH IEVE OPERATION SHOWN. ALL CONDUITS SHALL BE NEW. ALL CONDUCTORS SHALL BE NEW. GENERAL NOTES - - 1 4 4 4 18% 3-4" DETECTION LEGEND VIDEO DETECTION ZONE 0 VIDEO BICYCLE DETECTION OVERLAY (j) CONTROLLER INPUT CONTROLLER ZONE ASSIGNMENT ADVAN CED DETECTION: 1-8 (N TCIP) STOP BAR DETECTION 9-16 (NTCIP) BICYCLE DETECTION: 17-24 (BIKE) 1. ALL WORK SHALL CONFORM TO THE CITY'S STANDARDS AND SPECI FICA TIONS, THE STATE OF CALIFORNIA DEPARTMEN T OF TRANSPDRTATIO~ STANDARD PLANS AND STANDARD SPECI FICA TIONS 2010, CALIFORNIA MANUAL o~ UN FORM TRAFFIC CONTROL DEVICES (CA MUT:D 2014), TH E SP ECIA L PROVISIONS, AND AS DIR ECTED BY TH E CIT(S REPRESENTATIVE. 2. LOCATION OF UTILITIES ANO SUESTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 811, AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. TH E CONTRACTOR SHALL EXERC ISE EXTREME CARE TO AVOID DAMAGIN G EXISTIN G UTILITIES. TO THE BEST OF OUR KNOWLEDGE, AT THE LOCATIONS ON THE PLA NS THAT SHOW UTILITIES, THERE ARE ND OTHER EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THOSE PLANS. THE EXACT LOCATION OF EXISTING OVERHEAD UTILITIES SHALL BE VER IFIED BY TH E CONTRACTOR I~ THE FIELD. TH E ENGIN EER ASSUMES NO LIAB ILITY AS TO TH E EXAC T LJCATION OF SAID LINES NOR FDR UTILITI ES OR IRRIGATIJN LINE WHOSE LOC ATION S ARE NOT SHOWN. 3. THE CONTRACTOR SHAL_ OBTAI~ ALL NECESSARY PERMITS AND NOTIFv ALL AFFECTED AGENCIES AND u-ILITY COMPANIES A l.illNIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPO NSIBLE FOR NOTIFYIN G ALL UTILI TY AND IRRIGATION COMPANI ES PRIOR TO WORK ON EXCAVATION TO DETERMIN E EXACT LOCATION OF ALL LINES AFFECTING TH IS WORK, WHETHER OR NOT SHOWN HEREON, AND FJR ANY DAMAGE OR PROTECTION OF THESE LlflES. 4. WH ERE DAMAGE IS CA USED BY THE CON TR ACTOR'S OPERA TIO~IS, THE CONTR AC TOR SHA LL AT HIS EXP ENS E REP AIR OR RE PLACE DAMAGED FACILI TIES PRO MPTLY IN ACCORDANCE WI TH CALTRANS SPECIFICATIONS, TD THE SATISFACTION OF TH E AFFECTED UTILITY, ANC TH E ENGIN EER IN TH E FI ELD. 5. ALL EXISTING EQUIPMENT A~ID MATERIALS REMOVED AS PART OF THE UPGRADE SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR. 5. SP LICING OF COND UCTORS IS NOT PER MI TTED. COND UCTOR CO~N ECTION S WILL ONLY BE MADE AT THE TERMINAL CO MPARTMENTS, AND CD~ TROLL ERS . 7. ALL NEW UNDERGROUNC AND EXTRUDED CONDUIT SHALL BE RIGID NONM ETALLIC PVC. NEW CONDU IT SHALL BE PULLED THROUGH OPPOS ITE ENDS OF PULL BOXES US ING 45· U.L. 8. ALL CONDUIT SHA LL BE IN STA LLC:O A MINIMUM OF 18" UNDER SIO EWAL.( ANO 30" UNDER PAVEMENT, UN LESS DIRECTED OTHERWISE BY TH E CITY'S REPR ESENTATIVE. 9. BORE AND JACK METHOD SHALL BE USED FOR THE INSTALLATION OF CONDUIT, UNLESS on-ERW SE APPROVED BY THE CITY'S REPRESENTATIVE. @ 10. POTHOLING REQUIRED FOR UTILITIES SHOWN DR NOT SHOWN S-1ALL BE THE RESPONSIBILITY OF -HE CONTRACTOR. THE COST FDR THE POTHOLI NG REQUI RED SHALL BE IN CLUDED IN THE CONTRACT BID PRICE. 11. PED ES TRIAN PUSH BUTTON ASSEMBLIES SHALL BE PO LARA BULLDOG BOL3 -G OR APPROVED EQUAL. SEE SPECIAL PROVISIONS. 12. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE CALTRANS, TYPE A. FULL-SIZE LAYOUTS FDR EACH LEGEND AND ONE SAMPLE PANEL SHALL BE SUBITTED TO THE CITY TRAFFIC ENGINEER FDR APPROVAL PR IOR TO FABRICATION. SEE SPECIAL P RDVI SI DNS. 13. THE CONTRACTOR SHAL_ VISIT THE JOB SITE PRIOR TD BIDDING. 14. ALL PULL BOXES SHALL BE #6 UNLESS OTHERWI SE NOTED. 15. RAMPS SHAL L HAVE AN INEGRATED SURFACE APPLIED TRUNCATED DOME DETECTABLE WAR~ING SURFACE SUPPLIED BY VANGUARD ADA SYSTEMS OR APPROVED ECUAL COLOR SHA LL BE YELLOW. THE SLOPE FOR THE LAN DING SH ALL NOT BE STEEPER TH AN 2% IN ALL DIR ECTIONS. CDUNTE'< SLOPES OF ADJOINING GU TTERS ANO RDAO SURFACES IMM ED IATELY ADJACENT TO ANO WITHIN 24" OF TH E CURB RAMP SH ALL NOT BE STEEPER THAN 5%. GU TTER SLOPE SHA LL NOT EXC EED 1" OF DEPTH FOR EACH 2' OF WID TH. 16. SIGNAL INTERCO NN ECT PER SEPARATE PLA N SHEETS. SEE SHEETS 6-8. CONSTRUCTION NOTES (THIS SHEET): r;-1_ FURNISH ANO IN STALL e PHASE NEMA TYPE 90 CONTROLLER ASS EMBLY AND AUXILIARY EQL,IPM ENT AS NECESSARY L..:.J FOR OPERATION SHOWN IN A TYPE "R" CABINET. IN STALL A BATTERY BACK-UP SYSTEM IN A SEPERATE CAB IN ET MOUNTED ON THE SIDE OF THE CONTROLLER CABINET. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SPEC IAL PROVISIONS. 0-FURNISH AND IN STP.LL VID EO DETECTION PROC ESS IN G UNIT INSIDE CONTROLLER CAB INET, SEE SPECIAL PROVISION S. 0-FUR NI SH AND IN STP.LL 120/240V TYPE Ill -BF SIGNAL AND LIGHTIN G SERVICE CAB IN ET. USE 5DAMP SIGNAL BREAKER, JOAMP LIGHTING BREAKER. olGNAL CIRCUIT SHALL BE 120V METERED AND LIGHTING SHA_L BE 120V UNMETERED. PROVISIONS SHALL BE MADE FOR MOUNTIN G TH E TYP E ''V'' PHOTOELECTRIC UNIT IN TH E SER VICE CABINET. TH E CO NTR ACTO R SH ALL FURNI Sr AND IN STALL A TIME DE_AY PHOTO CELL IN THE CABIN ET. @ FURNI SH AND IN STALL L " PVC SCHEDULE 40 WITH PULL-ROPE FROM HANDHOLE TO THE SERVICE CAB IN ET PER SCE APPROVED DRAWINGS. AT LEAST 2 WEEKS ADVANCE NOTICE SHALL BE GIVEN TO THE SOUTHERN CALIFORNIA EDISON COMPANY BY CONTACTl~G THE CUSTOMER SERVICE PLANNER, CATrE WALKER AT (909) 930-8439 EXT. 16439. EXACT LOCATION SHALL BE DETER M NED BY SCE IN THE FIELD. fil INSTALL EMERGENCY VEH ICLE PREEMPTION DETECTOR AND RACK MOUNTED PHASE SELECTOR EQUI PMENT PER SPECIAL PROVISIONS. DETECTOR SHALL BE MOUNTED ON SIGNAL MAST ARM PER DETAIL HEREON. m-FURNISH AND INSTP.LL ITERIS VIDEO VEHICLE DETECTION SYSTEM. '10DEL RZ-4 AWOR CAMERAS SHALL BE INSTALLED ON THE LUMIN AIRE l~AST AR~ WHEN FEASIBLE. FIN AL LOCATION S TO BE DETERMINED BY THE ENGINEER IN THE FIELD. §--R:Elvl6vE EXl:3"fl l~6 eURD RAlvlF AIQB REQU IREB P0R Tl611 SF SIDE 'l/ALI (, Gl-:JRD 1\HD GUT1E R 1ilJl8 l ~I STl1 LL ~I E\~ C ~ LTR.O:P I£ STF. PLAIQ ADDA ELRD Ri\MP TYPE 1't. Cl REl¥10'1E REQUIREB PORTIGfJ OF [)(ISTHJ G CURD AI H7 8U TTER AfHJ IH3TALL HE# CALTRAfJS STP. PLAH A8BA CURD RAlvlP ~ TVPE A. ENGINEER'S NOTICE TO CONTRACTOR: ----'7' ----' -- - - - - - ------ " 1:,---2-.-c_-_-_ :-_-_ -_ -_ -~ SEE SHEE TS 6-8 THE EXISTENC E AND APPROX"1ATE LOCATION OF ANY UND ERGROUN D UTILI TIES DR STRUCTURES S HOW~ ON THESE PLAN S WER E OBTAIN ED BY A SEARCH OF AVA ILABLE RECDRJS. TH ESE LO CATIONS ARE APPROXIM ATE AND SHALL BE CONFIRMED IN TH E FIELD BY THE CONTRACTOR SO THAT ANY NE CESSARY ADJUSTMENT CAN BE MADE TO TH E PROPOSED IM PRO VEM ENTS . TO THE BEST OF OUR KNDWLEDGE, AT THE LO CATIONS ON THE PLMS THAT SHOW UTILI TI ES, TH ERE AR E ND OTHER EXISTIN G UTILITIES DR STRUCTURES EXCEP T AS SHO WN ON Tl10SE PLANS. THE ENGINEER ASSUMES NO LIAB ILI TY AS TO THE EXACT LOCATION OF SAID LIN ES NOR FDR UTILI TIES DR IRRIGATION LINES WHOS E LOCA TIONS ARE NOT SHOWN. THE cmHRACTOR Sf-ALL BE REPDNSIBLE FOR NOTIFYING ALL UTILITY Nm IRRI GATION COMPAN IES PRIDR TO WORK ON EXCAVATION TO DE TER Ml~E EXAC T LOCA TION OF ALL Ll~ES AFFECTIN G THI S WORK, WHETHER OR tWT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE _INES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TD UNDERGROUND SERVICE ALERT (US.A.) PHONE 811 TWO WORKING DAYS PRIOR TO DIGGING. NO NO CONSTRUCTI ON PERMIT. ISSUED BY ANY OF THE VAR IOUS PUBLIC WORK DEP ARTMENTS, SHALL BE 1/ALID INVOLVING UNDER GROUNJ FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. -----'.:,. .. SIC 2''c. 2"C.,2#'0,2#1 2 ------_J :S:sc #6E PULL BOX- 2"C.,2#6, 1 #8· 2 © z ~ ~ I_ .. ,,., r ., ~ -,.-' -r L_ ' , I I ' ' f--' I I I I I I N CL © 1-\J -¢4 r '<' '<'. ~ 0 "" "" "' [ll [/) [/) ~ 0 D' "' u "° u_ N 0 (X) & I w I - C, >;' c·: I J _ 1-E-~B 0 I POLE SCHEDULE STANOARO LUMINAIRE llSNS (LEO) SIGNAL MOUNTING PPB PLACEMENT No. I HGT. SIG. M.A. "c" "B" "E" REMARKS TYP E LU M. M.A. LEO " LEGEN D ' VEHICLE PED ¢ QUAD. A 26-4-100 30' 40 ' 15' 165W MAX * Banyan S\ MAS-4B MAS SV-1-T SP -1-CS ¢4 E 6.5' 1' 56(1Cl -- B 1-A 1 o· ------TV-1-T SP-I-CS ¢6 s J 3' -- c 17-3-100 30' 20' 15' 165W MAX C I' st * arne 1an 5000 -MAS S'J-1-T SP -1-CS ¢6 s 3' -3' - 0 TYPE 15 30 ' -15' 165W MAX -- -SV-1-T SP -1-CS ¢8 w J 2.5' -- E 27-4-1 DO 17' 40' 15' 165W MAX Banyan S\ MAS-4B MAS SV-1-T SP-I-CS ¢8 w J 5' USE FLAT LUMINAIRE MAST ARM 37(11) - F 1-A 1 o' ------TV-1-T SP-I-CS 02 N 3' 3' -- © 17-3-100 30' 20 ' 15' 165W MAX C I' " + arne 1an 5100 -MA S SV-1-T SP -1-CS 02 N 3' -13.5' - (HJ TYPE 15 JO' -15' 165W MAX ---TV-1-T SP-1-CS ¢4 E J 14' -USE FLAT LUMINAIRE MAST ARM ALL POLES ANO EQUIPMENT ARE TO BE NEW. EXACT POLE LOC ATIONS TO BE DETERMl~I ED BY ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATIONS PRIOR TO JRDERING POLES. ' ll SNS TO BE MOU NTED O~ HORIZONTAL MAST ARM (CLEV IS ASSEMBLY) PER SPECIAL PROVISIONS. " LU~llNAIRES SHALL BE COOPER LIGHTING MODEL #NVNAAOJDXTJA4KURA' OKDP NAPA AVE. CL cj CD POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) CARNELIAN ST. 2-N-¢1 0 50 ' TO BACK OF CROSSWALK SIC 2"C. SCALE= 1" = 20' w z ~~ z< 285' TO BACK OF CROSSWALK 0 R-(OVERLAP A-8) COY-(OVERLAP A-8) COY-FLASH (OVERLAP A-B) OG ¢1, ¢5 12" LENSES DETAIL 'A' ND SCALE ----------- YIELD ON FLASHING ~ NOUTURN DETAIL "8' ND SCALE SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR 1-N -~6 © ASTRD Mini -Brae MOUNT OR APPROVED EQUAL ----------- SIC 2"C. SEE SHEETS 6-8 TRAFFIC No. 1575 DATE: 5-9-2016 AGA Job No. : 210-001 AGA File Name : RANCUC FYA Pein; Dote : 05/09/2016 Lost Revision : 05/09/2016 (714) 9o>:!-2~90 rn 9"'2-2!11lJ TRANSPORTP..TION CONSUL TING ENGINEO:RS 211 E. lmperla Hwy., Suite 208 F~llerlon, CA 92B35 No. SIGNA L POLE MAST ARM - EMERGENCY VEHICLE PRE-EMPTION DETECTOR ASSEMBLY NO SCALE DETECTOR EVP 01 & r/J6 EVP 02 & 05 EVP 03 & r/J8 EVP r/J4 & r/J7 CONTROLLER INPUT EVP 3 EVP 4 EVP 5 EVP 6 DELETE CURB RAMP CONSTRUCTION 8/8/16 ~ DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL PLAN CARNELIAN STREET AT BANYAN STREET CITY APPROVED: m Underground Service Alert APPROVED BY: DATE:_5_11_0_11_6_ l~C~IT~Y~E~N~G:IN~E=E~R--=::;::==~======l~==C!:========~~R~C~E -==6=7=5=14==~ '-./«}~;'CO!f Jov of Southern California 1-DEs iG" REc~M_M_E-ND_E_o __ "-! 0 (§ rf~ G) Call: TOLL FREE DRAw,1 wJs SHEET 1-800-227-2600 RB 1----======--I 4 OF 1 3 CHECKED NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. TWO WORKING DAYS BEFORE YOU DIG MHM -------R.C.E. NO-- DATE FILE NO DRAWING NO. 2423-S OHof Southern CaliforniaACLLOFEBOYERGIDUCall: TOLL FREE1-800-227-2600CITY OF RANCHO CUCAMONGACARNELIAN STREET SIGNING & STRIPING PLANAT BANYAN STREET675145/10/16 11+0010+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+GGGGGGGGGGGGSSSSSSS+0024+0025+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+26+00GGGGGGGWWWWGGGGGGGGGWWWWWWWWWSSEEEEEEEEEEEEEEOHOH OH OH OHOHOH OH OH OHOH OHOHOHof Southern CaliforniaACLLOFEBOYERGIDUCall: TOLL FREE1-800-227-2600CITY OF RANCHO CUCAMONGACARNELIAN STREETTRAFFIC SIGNAL INTERCONNECT PLAN21019TH STREET TO 450' EAST OF ORANGE STREETNEW OR EXISTING CONDUITCOUPLINGCRUSHED ROCK45°45°GROUT BOTTOM OF PULL BOXAND PROVIDE SUMPNEW CONDUITSWEEPBUSHINGCABLEINTERCONNECTPULL BOX16" MIN(PROVIDE MIN 25' SLACK FORFIBER OPTIC CABLE)PULL BOX COVERLABELTRAFFIC SIGNAL5/10/1667514 +0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+GGGGGGGGGWWWWWWGGEEEEEEEEEEEEEEEOHOHOHOHOHOHOHOHOHOH+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+GGGGGGGGGGGWWWWWWWWEEEEEEEEEEEEEEEEEOHOHOHOHOHOHOHOHOHOHof Southern CaliforniaACLLOFEBOYERGIDUCall: TOLL FREE1-800-227-2600CITY OF RANCHO CUCAMONGA210NEW OR EXISTING CONDUITCOUPLINGCRUSHED ROCK45°45°GROUT BOTTOM OF PULL BOXAND PROVIDE SUMPNEW CONDUITSWEEPBUSHINGCABLEINTERCONNECTPULL BOX16" MIN(PROVIDE MIN 25' SLACK FORFIBER OPTIC CABLE)PULL BOX COVERLABELTRAFFIC SIGNALCARNELIAN STREETTRAFFIC SIGNAL INTERCONNECT PLAN200' WEST OF LEMON AVETO 1,050' EAST OF BANYAN STREET5/10/1667514 +0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+GGGGGGGGGWWWWWWWWWWWWWWWEEEEEEEEEEEEOHOHOHOH OH OHOH OHof Southern CaliforniaACLLOFEBOYERGIDUCall: TOLL FREE1-800-227-2600CITY OF RANCHO CUCAMONGA210NEW OR EXISTING CONDUITCOUPLINGCRUSHED ROCK45°45°GROUT BOTTOM OF PULL BOXAND PROVIDE SUMPNEW CONDUITSWEEPBUSHINGCABLEINTERCONNECTPULL BOX16" MIN(PROVIDE MIN 25' SLACK FORFIBER OPTIC CABLE)PULL BOX COVERLABELTRAFFIC SIGNALCARNELIAN STREETTRAFFIC SIGNAL INTERCONNECT PLAN570' WEST OF BRILLIANT LANETO WILSON AVENUE5/10/1667514 FOR ADDITIVE BID ITEMS ONLYFOR ADDITIVE BID ITEMS ONLY FOR ADDITIVE BID ITEMS ONLYFORADDITIVE BIDITEMS ONLY FOR ADDITIVE BID ITEMS ONLYFOR ADDITIVE BID ITEMS ONLY INSTALL LOOP AND SIGNING & STRIPING MODIFICATIONS FOR ADDITIVE BID ITEMS ONLY 8/2016 1 INSTALL LOOP AND SIGNING & STRIPING MODIFICATIONS FOR ADDITIVE BID ITEMS ONLY 8/2016 1