The URL can be used to link to this page

Home My WebLink About5732-1CONDUCTOR TABLE v AWG. CIRCUIT OR RUNS POLE 1 2A 1 4 5 6 6 8 9 m POLE POLE v POLE z POLE-/- �j POLE POLE j POLE o POLE TOTAL 1/1 2/2 3/3 4/4 4/4 8/8 -/- 1/1 2/2 3/3 r1 10 ILUMINAIRE 1 2 1 2 2 1 2 1 2 1 - - 2 1 2 1 2 02 DETECTOR - - - - 1 6 - 6 - - 6 - - - 3 1 - - 3 - - - 04 DETECTOR - - - - 1 4 - 4 4 4 4 DLC 05 DETECTOR - - - - I - - - - - - 06 R - 6 6 6 1 - - 6 - - - - - - 3 - 3 3 3 3 5 1 - - 5 - - - TOTAL - 6 6 14 13 - 27 7 7 13 M138 OPTICOM CABLE 1 1 2 2 2 - 4 - 1 1 CAT 5E ETHERNET CABLE - - - - 1 - 1 - - - CONDUIT SIZE INCH 3 3 3 4 4 2-4 1-4 3 3 4 CONDUIT FILL % 10% 25% 35% 307. 30% 39% 23% 187. 277T 31% V - ALL CONDUITS AND CONDUCTORS SHALL BE NEW ruMiTa NOT USEDI r -- -- O PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT 11 USED MAST -ARM OLEANDER AVENUE I I MAST —ARM MOUNTING 11-4 32' 32CLAMP FOR MODEL SIGN LEGENDS � #5 SIga. �< 3: 711 OPTICAL DETECTOR EX. C/G I i € 185' T�0 IEX. C/G ' BACK OF I 106 CROSSW 1 I 1 2" C, 1 DLC 1 R3-4 36"x36" I, '�' 606 FOOTHILL I EX. #6 PULLBOX ILAND 48 STRAND EX. 2" CONDUIT AND 48 — STRAND SMFO CABLE SMFO CABLE FROM CITRUS d A f_ m d, EX. "C/G - - _ _ , - 1^ N N EX. MEDIAN M -- Irk, 107 \ �- -207 L 104 �\ � A 345' TO BACK OF CROSSWALK � � , iv �.� ` 00 OD ` � M 2p141 �� i I EX C/G \ ; -- ------ - -°-- -- e oR/W-#5 _ _ ----- -_-_ ------ - p - �2"C, 2 DLC 2"C, 5 DLC PROP. I CURB BERM FLOW LINE OR EDGE OF SHOULDER , TYPICAL SIGNAL PLACEMEaT UNLESS DIMENSIONS NOTED ON PLANS. AND EGUngilIff BENCH MARK NO. CS 7-12 BASIS OF BEARING LOCATION: CENTERLINE OF SIERRA AVENUE BEING SOUTH WEST CORNER OF THE NORTHWEST SOO-09'00"E PER TRACT NO. 2775 CURB RETURN AT THE INTERSECTION OF RECORDED IN MAP BOOK 38 AT PAGE 63, SIERRA AVENUE AND FOOTHILL BOULEVARD. SAN BERNARDINO COUNTY. ELEV. 1318.40' @� Know what's below. Call before you dig. POLE AND EQUIPMENT SCHEDULE L STANDARD MASTARMS LUMINAIRE PPB VEH SIGNAL MOUNTING ***R.S.N.S. PLACEMENT REMARKS 0 C ** TYPE HT. SMA LMA LED TYPE PHASE QUAD MAST ARM POLE PED. - A B 29-5-100 30' 50' *15' 111 W B 6 E 3-MAS SV-1-T SP-1-CS Oleander Ave 8000 9' 4' F=15' Type 1-A 10'- - - B 8 S - TV-1-T SP-1-CS - 9'4' rn@D 19-4-100 30' A20' 15' 111 W B 8 S 1-MAS SV-1-T SP-1-CS Foothill Blvd 163009'4' 15 TS 30' - *15' 111 W B 2 W - SV-1-T SP-1-CS - 9' 4' O 29-5-100 30' 50' 15' 111 W B 2 W 3-MAS SV-1-T SP-1-CS Oleander Ave 8100 6' 4' F=19' OF Type 1-A 10' - - - B 4 N - TV-1-T SP-1-CS - 6' 4' G 19-4-100 30' A20' 15' 111 W B 4 N 1-MAS SV-1-T SP-1-CS Foothill Blvd 16200 6' 4' 0 15 TS 30' - 15' 111 W B 6 E - SV-1-T SP-1-CS - 15' 4' * LUMINAIRE ARM TO BE STRAIGHT W/NO ** DECORATIVE RISE. AV Ilvd O Oleander 0 Foothill SIGNAL POLES SHALL BE OOo F`M-N= 63 0 *** STREET NAME SIGN SHALL BE INSTALLED ON CONTRACTOR SUPPLIED SHAFT MOUNTED CANTILEVER MAST ARM PER CITY STANDARDS 4005 A SPECIAL ORDER MASTARM E Ave G Foothill Blvd 0 H,-ww Oleander 8100 F,.-- 6200 TYPE E J� �. 15' ; P. TRAFFIC SIGNAL GENERAL NOTES . TYPE E 1WO 10' TYPE QC 1. TAII�ESEOpLKA,NSATTMREACSTMEOFIPMENT FONTANAND TEMPORARY STANDARD SPECIFCATIONSAFFIC NTHELCSTYS SPECIALRM TO PROVISIONS, LOOP SECTION E, THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2015, THE REVISED CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2016 AND THE CALIFORNIA MANUAL TRAFFIC TYPE E OF UNIFORM TRAFFIC CONTROL DIVICES, DATED 2014. 2" C, 4 DLC I; 14' 111'I 1T 3 STOP BAR OR LEADING EDGE OF CROSSWALK 506 LOOP PLACEMENT AND SAWCUT DETAIL `� I� _ * 3 .4 2 _ NOT TO SCALE B 5 - : a . BOULEVARD (REFER TO CITY STANDARD PLAN 4008) 3 \4 EX. #6 PULLBOX AND 48 — S �`� 306 ;' 4>a6 02 \ DD STRAND SMFO CABLE —7�� \.�� R/W - - - - - --/TR/W_ -� O RJ8P 8 ° 2" C, 5 DLC EX. 2" CONDUIT AND 48 STRA►ND 2 __ a___ 2 C. 2 DLC SMFO CAB LEI TO C RESS 4 . _�\ E'I,.- __—._ �_ __—_—: _—_ ___________ __ _ _ems 1 WM� ° n - -a 111 CB - ---- ----- —PROP to — 1I N -0. �------- r � w —` f�8 I II v 1. \ 345'' TO BACK OF CROSSWALK A Y1 1 / LO / 4 i 1 3081' �� L� ^ p 3ar3 203 tra3 PROP. MEDIAN - II. i. �. — ' 111 P' 1 ' - - - -- o III 1n 1I i I I 4I JOINT TRENCH 3e4 I III IFi i I ill I LL I`1 1 1 NI I I • - o --- - n _.. C� I I I II g I V ` I I I N 11 Q,4 I t�i I II to 3 03 r 1 12 EX. C G 2 04- O f34P 4 —" P ll �'��'°a 4 ,4? ga`OE,�, 4 4 < d'`.d ea < 06P� a� _ 14 o w — �—•— "w'— — — $ L DAME I ENGR. I CITY I DAME 4024 _ o " 3�L E 6 3C 1 10 �� EX. BUS H R i, - - - �2P � ° —R/W- - - 3 j� - r - 5 I 1 g R3-41 i 1 / F I 01.dI" IC, 4 DLC \1 50-21 272 /I 1 l 3 15!`1' 1 13' 1 7 I,I #6 I I I \\ i SERVICE FEED POINT 5 TRANSFORMER #8117 �II '� I I 2C, 1 DLC ' I � ' N .s�I II IF� VALK2 � #5 EX. C/G GRAPHIC SCALE (IN FEET) W= __ 1 INCH = 20 FEET TKE ENGINEERING, INC. I . 2305 CHICAGO AVENUE STREET IMPROVEMENTS r{ Fyn, RIVERSIDE, CA 92507 FOOTHILL BOULEVARD Na89984 m (951) 680-0440 Exp9-30-18 ERING FAX (951) 680-0490 OLEANDER AVENUE TO 600' EAST ,r `f I et ml1 BOF CYPRESS AVENUE or CA%-�f TERRY M. RENNER R.C.E. No. 69984 XPIRES: 9-30-18 2. ALL REQUIKEU GUNSIKUGIWIN YtKMIIS DMALL 011 ucIAINcv rnvm me VIII yr rVim Imilm ENGINEERING DIVISION PRIOR TO COMMENCENT OF WORK. 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPENCIES OR CONFLICTS PRIOR TO COMMENING WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. 6. ALL PULLBOXES SHALL BE NO. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS OTHERWISE SHOWN. 7. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE LE.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE LE.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONTRUCTION. 9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. 10. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY. 11. CONTRACTOR SHALL INSTALL CITY -SUPPLIED REINFORCING CABLES AND ASSOCIATED HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WITH CITY DEESIGN STANDARD 4005. 12. THE CONTRACTOR SHALL REPAIR/REPLACE/RELOCATE ANY AND ALL DAMAGE LANDSCAPING, IRRIGATION, SIDEWALK, CURB, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT NTH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. TRAFFIC SKaNAL CONSIMCTION NOTES �1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, LOOP DETECTORS AND APPURTENANT EQUIPMENT. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING 4001. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. �2 FURNISH & INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. ❑3 FURNISH AND INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS COORDINATE SERVICE WITH SCE. 4 FURNISH AND INSTALL UNI-DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR (MODEL 711 OR EQUAL) PER DETAIL ON THIS SHEET. Efl FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N. DETAIL "U". ❑6 STREET LIGHT TO BE REMOVED AFTER SIGNAL IS ENERGIZED BY SCE. �7 PROTECT EXISTING SERVICE PEDESTAL IN PLACE ❑8 REMOVE EXISTING J6 PULLBOX, FURNISH AND INSTALL P48 PULLBOX AND FIBER OPTIC SPLICE ENCLOSURE. 9❑ FURNISH AND INSTALL 3" RIGID CONDUIT AND 12 STRAND SMFO CABLE IN JOINT TRENCH WITH RUN 4. PULL 12 STRAND SMFO CABLE INTO SIGNAL CABINET. 10 TERMINATE DESIGNATED FIBERS FROM 12 STRAND SMFO CABLE TO WALL INTERCONNECT UNIT LOCATED INSIDE SIGNAL CABINET. 11 FUSION SPLICE DESIGNED FIBERS FROM ACTIVE 48 STRAND SMFO CABLE TO 12 STRAND SMFO CABLE PER CITY SUPPLIED SPLICE SCHEDULE. COIL AN ADDITIONAL 25' OF 12 STRAND SMFO CABLE IN PULLBOX. 12 FURNISH AND INSTALL CCTV PTZ CAMERA PER MANUFACTURES SPECIFICATIONS AND CITY DESIGN STANDARDS 4007. 13 INSTALL 2" CONDUIT FOR LUMINAIRE SERVICE, 2#10. 14 INSTALL 2" CONDUIT FOR SIGNAL SERVICE, 2#6, 1#8 GROUND. CB INSTALL CONDUIT INTO PULL BOX. SERVICE ADDRESS: 16313 FOOTHILL SOULE' SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE TRAFFIC SIGNAL AND LIGHTING PLAN WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED DR^"R By- SAF FOOTHILL BOULEVARD SCALEI"= 20' FORTH IN A DILIGENT MANNER, THE CITY AND OLEANDER AVENUE DATE; ENGINEER MAY REQUIRE REVISIONS TO BEaaiED Br: THE PLANS TO BRING THEM INTO 3SP. 2018 CONFORMANCE WITH CONDITIONS AND ov= Br: APPROVED Br: Q DAME MA04G NO.: STANDARDS IN EFFECT. TMR - - _ _ ` /"„� / 5732 1 REV. REVISION DESCRIPTION