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Home My WebLink About4913-1A CONDUCTOR TABLE CIRCUIT OR RUNS AWG. POLE 1 2 3 4 5 6 7 8 9 M POLE POLE t� -/- 1 /1 1 /1 1/1 -/- -/- -/- -/- -/- -/- a' POLE -/- 0 Z POLE 0 0 POLE t`E -/- -/- -/- -/- -/- 1/1 1/1 -/- -/- -/- I N POLE OF -/= -/- -/- -/- -/- 1/1 1/1 1/1 -/- -/- 0 POLE t� -/- -/- -/- -/- -/- 1/1 1/1 1/1-/- v OPOLE O -/- -/- -/- -/- -/- 1/1 1/1 1/1 1/1 1/1 i TOTAL 1/1 2/2 3/3 4/4 -/- 4/4 4/4 3/3 2/2 1/1 L 10 LUMINAIRE I - I - 1 2 1-1 - 1-1 2 1 2 1 2 1- JVIDEOPTICOM CABLE 1 1 2 - 4 - 2 1 117771 CONDUIT SIZE 3 3 3" 3 3 3" 3 3 3" 3" O�VIDEO COAX 1 1 2 - 4 - 2 1 1 - D�• VIDEO POWER 1 1 2 - 4 2 1 1 - milli 149 -ALL CONDUCTORS ARE NEW. PHASE 11 DIAGRAM .NOT USED _y ---�--- PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT USED ..��.. ~— PHASE 5 PHASE 6 PHASE 7 PHASE 8 -2-T SP -1 -CS - 4' 4' E 24A-4-100 35' 35' 15' 250W B 2 W 2 -MAS SV -1 -T SP -1 -CS See Below** 2' S' F=14' F TYPE 1-A 10' - - - B 4 N - TV- 1-T SP -1 -CS - 2' 4' G 19A-4-100 35' 20'* 15' 250W B 4 N MAS SV -1-T - See Below** 2' 3' H TYPE 1-A 10' TV -2-T SP -1 -CS - 3' 3' L 10 LUMINAIRE I - I - 1 2 1-1 - 1-1 2 1 2 1 2 1- JVIDEOPTICOM CABLE 1 1 2 - 4 - 2 1 117771 CONDUIT SIZE 3 3 3" 3 3 3" 3 3 3" 3" O�VIDEO COAX 1 1 2 - 4 - 2 1 1 - D�• VIDEO POWER 1 1 2 - 4 2 1 1 - milli 149 -ALL CONDUCTORS ARE NEW. PHASE 11 DIAGRAM .NOT USED _y ---�--- PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT USED ..��.. ~— PHASE 5 PHASE 6 PHASE 7 PHASE 8 COAX 1 1 2 - 4 - 2 1 1 - D�• VIDEO POWER 1 1 2 - 4 2 1 1 - milli 149 -ALL CONDUCTORS ARE NEW. PHASE 11 DIAGRAM .NOT USED _y ---�--- PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT USED milli 149 -ALL CONDUCTORS ARE NEW. PHASE 11 DIAGRAM .NOT USED _y ---�--- PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT USED ..��.. ~— PHASE 5 PHASE 6 PHASE 7 PHASE 8 Lj w 1 ', POLE SCHEDULE L STANDARD MASTARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S. PLACEMENT REMARKS 0 TY C PE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE POLE PED. MESSAGE A B A 27-4-100 17' 40' - - -:- - 2 -MAS SV -1-T SP -1 -CS See Below*** 7' g' F=15' B TYPE 1-A 10' - - - B g S _ TV -1-T - - 4' 5' C 19A-4-100 35' 25' 15' 250W B 8 S MAS SV -1-T SP -1 -CS See Below** 4' 4' D TYPE 1-A 10' - - - B 2 W _ TV I i -2-T SP -1 -CS - 4' 4' E 24A-4-100 35' 35' 15' 250W B 2 W 2 -MAS SV -1 -T SP -1 -CS See Below** 2' S' F=14' F TYPE 1-A 10' - - - B 4 N - TV- 1-T SP -1 -CS - 2' 4' G 19A-4-100 35' 20'* 15' 250W B 4 N MAS SV -1-T - See Below** 2' 3' H TYPE 1-A 10' TV -2-T SP -1 -CS - 3' 3' ALL EQUIPMENT IS NEW. SERVICE FEED P❑INT * SPECIAL ORDER MAST ARM LENGTH ** CONTRACTOR. FURNISHED S.N.S. TO �BE INSTALLED ON A CANTILEVER MAST ARM PER CITY STANDARDS. *** CONTRACTOR FURNISHED S.N.S. TO BE INSTALLED ON THE' SIGNAL MAST ARM PER CITY STANDARDS. 11 nn ten. T T L,au W E r1 0410.Ave Q I 8800 C O Ave nflaMerrill� 171 00 I n o Ave 8900 G i Q Merrill Ave 17000 RAL NOTES: -f ----C 6 o0 1, TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO MAST-ARh^ I _11v. -. - - - - _Nr - . (Y) -i -� -• -- -• - THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD v-=�Iy IT4 DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED MAY 2006), THE CALIFORNIA I I m > 1 4 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, R9 -3a EX. C&G DATED JANUARY 2012. g R9-3b(L) 12 s 03 I j e V�F"- s � _-- a MAST-ARN' M❑U'JT I SIG I � I I I - j - 1 EX. `C8�G> I ❑ 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE THE CONTRACTOR ----I - - -- - - - - - 04 0606 x SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ----- — CLAMP E❑� `--- M❑DEQ 711 OPTICAL DETECTOR � __ _ _ -� _ --. --• - � �\ j I I �� EX. RlW ON THE JOB SITE. HAND DIG FOUNDATINS UNTIL CLEAR OF ANY OBSTRUCTIONS. 4P 4 6 O PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING EX. R/W H .% DAYS. BEFORE DIGGING. '. . . _ 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS 8 OTHERWISE SHOWN. CONSTRUCTION NOTES: Curb/Berm flow line 4. CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AND SCHEDULING or edge of shoulder WITH SOUTHERN CALIFORNIA EDISON COMPANY EIGHT WEEKS IN ADVANCE OF NEED. 'I 1 I" � 3 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT - NOTE: SEE SPECIAL PROVISIONS FOR ANY CITY SUPPLIED EQUIPMENT AND/OR MATERIALS. 9i0Fil 6 LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. x INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING �I w' w{ I j I I I`l' 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF TYPE "R" CABINET, RVP2 VIDEO DETECTION, AND APPURTENANT EQUIPMENT. "A" FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD - DRAWING 4001. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT- B 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND RONIC EQUIPMENT .REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE THE PLAN. 11 14' 1 ' j ENGINEER. BCR ❑FURNISH &INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. 2 SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. MODIFY SPRINKERS SYSTEMS IF NECESSARY. 40'1- g, THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. FURNISH AND INSTALL 3 PVC CONDUIT WITH 1/4- POLY PULL ROPE PER SCE REQUIREMENTS. l HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE COORDINATE SERVICE WITH SCE PLANNING DEPARTMENT AT 909-357-6116. SEE GENERAL NOTE _ I SIGNAL STANDARD PLACEMENT DIMENSI❑NS MINIMUM RADIUS OF 10 FEET. > No. 4. ` Z61 1I 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL aINSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 4004 I ' PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRIAN ,AND AS DIRECTED BY .THE ENGINEER. 19' COUNTDOWN TIMERS PER SPECIAL PROVISIONS. INSTALL CITY FURNISHED IMAGE SENSOR UNIT WITH CITY SUPPLIED ASTRO BRACKET ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL > ON THE SIGNAL MAST ARM AS SHOWN AND AS DIRECTED BY THE ENGINEER. REPLACED WITH NEW CONSTRUCTION. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO INSTALL CITY FURNISHED UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR (MODEL 711 OR CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT EQUAL) -PER DETAIL ON THIS SHEET AND AS DIRECTED BY THE ENGINEER. AS NOTED CIN FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. FURNISH AND INSTALL MAST ARM MOUNTED R3-4 SIGN PER CALTRANS STANDARD PLAN ES -7N. 13, CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE, -EVENT OF A CONFLICT DETAIL "U". OR POTENTIAL CONFLICT WITH THESE PLANS AND,OR SPECIFICATIONS FOR THIS PROJECT. 8❑ STUB OUT 2" CONDUIT WITHIN #5 PULLBOX FOR FUTURE SIC 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL ❑9 FURNISH &INSTALL 2"C, 2#6, 1#8 G:F.C.i. (SIGNAL SERVICE). 20 10 0 20 40 60 I PROVISIONS, SECTION E 15. TRAFFIC SIGN SIZE SHALL In VENTIONAL ROADWAYS _UNLESS OTHERWISE 10 FURNISH & INSTALL 2"C, 2#10 (LUMINAIRES). SHOWN ON THE PLANS. Cqg CONSTRUCT 6' X 16' CONCRETE PAD AROUND CONTROLLER AND SERVICE PEDESTAL 14 17112 ' 11 REMOVE EXISTING LANDSCAPING &MODIFY IRRIGATION SYSTEM AS APPROPRIATE SCALE= 1"=20' Uj C 78 � SPRINKLERS "SHALL NOT SPRAY ONTO CONTROLLER CABINET OR SERVICE PEDESTAL. RECORD DRAWING s� 10- 1AM M 21 �P 12 FURNISH AND INSTALL SIGNS PER CALTRANS STANDARD PLAN RS4 SERVICE ADD SSS 17110 MERRILL AVENUE REV: REVISION DESCRIPTION DATE ENGR. DATE h (� SHOULD -=EONSTRUCTION OF THE REQUIRED o4ROF�ssroygt Prepared Under The Supervision Of 1 REVISED CONDUIT RUN AND CONCRETE L ST�� Fy " IMPROVEMENTS NOT COMMENCE WITHIN TWO TRAFFIC SIGNAL INSTALLATION PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON � 70PAD TO REFLECT AS—BUILT CHANGES 10/01/13 � o � � DRAWN BY: SCALE: - DIAL TWO WGRK I NAND. CARRIED FORTH IN A DILIGENT MANNER 11 , THE No. C 78044 DT MERRILL AVENUE 1„=20' DESIGNED BY: G BEFORE {` DArouBDioRE CITY ENGINEER MAY REQUIRE REVISIONS TO .THE E"P' 9-30-13 i DT MANGO AVENUE DA YOU DIG � % 4 19 12 .PLANS TO BRING THEM INTO CONFORMANCE WITH ctviL TOLL FREE 1-800-227-2600 Date CHECKED BY: APPROVED BY: DATE: DRAWING NO.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �T£OFCAL�F R MP STANDARDS IN EFFECT. Noel Castillo, R.C.E. 78044 CITY ENGINEER R.C. . 51152 4913 �