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HomeMy WebLinkAbout1715POLE SCHEDULE STANDARD H.P. S.V. LUMINAIRE I S.N.S. SIGNAL MOUNTING PED PUSHBUTTON REMARKS irl j ii C2 RUN NUMBER . POLE AND APPURTENANT EQUIPMENT AS INDICATED IN POLE SCHEDULE. TO BE TRANSPORTED NEW INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' SPACING IN DIRECTION OF TRAVEL I� I it 5' x 30' 5'x 30' NO TYPE HEIGHT SIG MA LUM MA CLEAN EXISTING CONDUIT, PULL NEW CONDUCTORS TO CONTROLLER. ( SEE GENERAL VEHICLE PED TYPE PHASE (R) I - A 10, TV -IT SP -I -T B 2 �? 5 THE CONTRACTOR SHALL PROVIDE FOR POLICE OFFICER CONTROL DURING ALL S U OPvEXISTING CONDUIT RUN -3' TO BE ABANDONED t i 10 5 10. I OMODIFY EXISTING PAVEMENT MARKINGS TO COMPLY WITH CITY STANDARDS. PRIOR TO INSTALLATION. it 12" CROSSWALKS REMOVE 345' 11. FOUNDATIONS TO BE REMOVED TO AT LEAST 18" BELOW FINISHED GRADE. 24-4-80 30' 35' 15' 200 W 2- MAS SV -IT SP -17 B 8 (R) (3; I -A (R) 10, 20' �R 4�� SOLID WHITE TV-1-T(R) SP -I T (R) B (R) 8 (R) �= 26-4580 30, 40(S) 15�(R) 200 W ( ) SIERRA (R) 2 � A MAS - SV -I T �-� SPIT R B ( ) AS INDICATED 26-4N)80 301 (N) 501 15(R) 20OW (R) SIERRA (R) 2 -MAS SV -I -T SP -I -T B (R) 6 I -A 10, TV -IT SP -I T B 6 (R) 1 16 ! (R) ►', PPB. 0000©00� 26-4-80 30' 40' 15' 200 W 2 -MAS SV I T SP -IT B 4 �7 I- A 10, TV -17 SP -1 -T B 4 (R) ;8; MA (R) 26-4-80 3d40' 1 15' 1 200W 1 12 -MAS lsV-I-T SP-I•T B 2 (R)= REUSE (S)= SALVAGE (N)= NEW EXISTING R/W EXISTING CURB VALLEY N N N W n Z W >I 0' 10' 10' 12' 10' w U I ! 15.1 SCALE I"= 20' I14.6 r i 9 •�• I I 00 ® III a= F{ 0 s�' 2s" 16-6 �=�2'c�' �,, I I I r O 5 I I I I o� i f:5 II I j i I I \ PROPOSED NEW R/W­x L4 ., I I I I I I I I __ ___ 4 31 PROPOSED NEW CURB ,t�08 �1 --- - -, l� ,�----i - — - ,'S�, 9 WHITE Ll�ilr� I \ 105 � -05 „qJ2 ! ; 9 g" SOLID � 3>1 � w INSTALL 5 G - G —G ---EXIST 4" GAS MAINS G_ , 5 6 - 3 I '�� ' I 078—DETAIL A 07 — W_ EXIST 12" WATER MAIN-� w _w � EXIST 12" SEWER MAIN �/ ! I I —I _ ----- --- -- 08 I �----- ---- ---a 4-8 5'x30' 2 C ' - -t ' 9 I --------- --� 03 \,! 5'x 50' 13-7 -----------------5'-7 ,�'---n,- --- ----- - -- - - 6-3 5'x 50' -- -F-- - i! - --�T - - - -- --- - - - -}_- - \-C-/ L---------- -- �'�— �!� L-�����#--------- ----� C - , , 07 _ EXISTING LOOPS TO REMAIN `I I i I 5'x 30' _4\ I � - ` I ' 041 -- I II i ;i II I 04 :t ------ -- 03 - - 06 1 �6 _ - — , \T- - 04P 4P /17, o6P, NOTES GENERAL: NOTES CONSTRUCTION ; 6; I. ALL WORK AND MATERIALS SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA O INSTALL NEW TYPE 26-4- 80 SIGNAL POLE 4 WITH 50' MASTARM, MAS( 2), SV -I -T (1). STANDARD SPECIFICATIONS SECTION 86, AND STANDARD PLANS ( JULY 1984 EDITIONS) REUSE EXISTING H.PS V LUMINAIRE (I), I.S.N. S ( (SIERRA) (1), AND TYPE B PUSHBUTTON I I� I I I I 1 I I I AND THE SPECIAL PROVISIONS. FROM EXIST. POLE 4• ( SEE POLE SCHEDULE) 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF O THE FOUNDATION FOR POLE ® SHALL BE ENGINEERED TO DETERMINE REINFORCING i �lJ Ll _J L1J STARTING ANY WORK. ( 714 - 350 - 76161 AND FOUNDATION SIZE PER LOADING SHOWN. APPROVAL OF CALCULATIONS BY THE CITY OF FONTANA WILL BE REQUIRED PRIOR TO CONSTRUCTION, HT ALL POLES SHALL BE 2.50' BEHIND FACE OF CURB UNLESS SHOWN OTHERWISE.(POLE 03 I !! ! i SC i 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF ANY EXCAVATION ( 1- 800- 422- 4133) O CONTRACTOR TO REMOVE AND SALVAGE EXISTING TYPE 26- 4 - 80 SIGNAL 4 irl j ii C2 RUN NUMBER . POLE AND APPURTENANT EQUIPMENT AS INDICATED IN POLE SCHEDULE. TO BE TRANSPORTED NEW INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' SPACING IN DIRECTION OF TRAVEL I� I it 5' x 30' 5'x 30' 4. SIGNALS SHALL REMAIN IN FULL OPERATION AT ALL ALL TIMES OTHER THAN APPROVED TO LOCATION DETERMINED BY ENGINEER. UNLESS SHOWN OTHERWISE. SEE TYPICAL LOOP LAYOUT. �9 CLEAN EXISTING CONDUIT, PULL NEW CONDUCTORS TO CONTROLLER. ( SEE GENERAL SHUTDOWNS FOR CONDUCTOR INSTALLATION AND FINAL CHANGEOVER. SHUTDOWN TIMES SHALL &INSTALL N0.6 PULLBOX. NOTE 12) 8. BE BETWEEN 09:30 AND 14:30 MONDAY THROUGH THURSDAY, OR AS DIRECTED BY THE CITY ENGINEER.O5 CONNECT AND EXTEND EXISTING CONDUIT. REMOVE EXISTING PULL BOXES. 10 INSTALL NEW 6'x 6' INDUCTIVE LOOPS. EXISTING LOOPS TO BE ABANDONED.( SEE 9. ALL STRIPING AND PAVEMENT MARKING REMOVAL SHALL BE BY WET SANDBLASTING. 5 THE CONTRACTOR SHALL PROVIDE FOR POLICE OFFICER CONTROL DURING ALL S U OPvEXISTING CONDUIT RUN -3' TO BE ABANDONED t i 10 5 10. I OMODIFY U EXISTING CONDUIT RUN U3 TO BE ABANDONED BOULEVARD �I 6 6 + �lszi ALL POLES SHALL BE 2.50' BEHIND FACE OF CURB UNLESS SHOWN OTHERWISE.(POLE 03 we "m s.2 irl (DINSTALL eeeeeeeee RUN NUMBER 7. NEW INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' SPACING IN DIRECTION OF TRAVEL UNLESS SHOWN OTHERWISE. SEE TYPICAL LOOP LAYOUT. �9 CLEAN EXISTING CONDUIT, PULL NEW CONDUCTORS TO CONTROLLER. ( SEE GENERAL NOTE 12) 8. ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING LOOPS. 10 INSTALL NEW 6'x 6' INDUCTIVE LOOPS. EXISTING LOOPS TO BE ABANDONED.( SEE 9. ALL STRIPING AND PAVEMENT MARKING REMOVAL SHALL BE BY WET SANDBLASTING. GENERAL NOTE 7 ) 10. ALL POLE AND DETECTOR LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER OMODIFY EXISTING PAVEMENT MARKINGS TO COMPLY WITH CITY STANDARDS. PRIOR TO INSTALLATION. it 12" CROSSWALKS REMOVE 345' 11. FOUNDATIONS TO BE REMOVED TO AT LEAST 18" BELOW FINISHED GRADE. 12" CROSSWALKS INSTALL 375' T DOUBLE YELLOW CENTERLINE REMOVE 10' 12. NEW CONDUCTORS SHALL BE PULLED FROM THE CONTROLLER IN THE RUNS AS INDICATED 8., SOLID WHITE REMOVE 20' ON THE PLAN. ALL CONDUCTORS SHALL BE WITHDRAWN AND RE -PULLED SIMULTANEOUSLY- 4�� SOLID WHITE REMOVE 12 TEMPORARY WIRING WILL BE REQUIRED. 6 SOLID WHITE PUSHER LINE INSTALL , 4 140' STRAIGHT ARROWS INSTALL ( 2 ) ►', PPB. 0000©00� ,. PPB. ..: • 0000©000 MA LUMINAIRE mix, rv,no 00_0©000 _INTERCON ECT_MM=MMM=M= CONDUIT®®®®®®®®® U EXISTING CONDUIT RUN U3 TO BE ABANDONED BOULEVARD �I 6 6 + �lszi ALL POLES SHALL BE 2.50' BEHIND FACE OF CURB UNLESS SHOWN OTHERWISE.(POLE 03 s.2 of 8 3 3 t 8 j7 4 4 f 7 DOWN PERIODS, H A O7 RELOCATE EXISTING TYPE I -A SIGNAL POLE AND ATTACHED EQUIPMENT 5'x50 I I P S E DI Q G R A M 6. ALL POLES SHALL BE 2.50' BEHIND FACE OF CURB UNLESS SHOWN OTHERWISE.(POLE 03 4.5' BEHIND) (DINSTALL NO. 5 PULLBOX. 7. NEW INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' SPACING IN DIRECTION OF TRAVEL UNLESS SHOWN OTHERWISE. SEE TYPICAL LOOP LAYOUT. �9 CLEAN EXISTING CONDUIT, PULL NEW CONDUCTORS TO CONTROLLER. ( SEE GENERAL NOTE 12) 8. ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING LOOPS. 10 INSTALL NEW 6'x 6' INDUCTIVE LOOPS. EXISTING LOOPS TO BE ABANDONED.( SEE 9. ALL STRIPING AND PAVEMENT MARKING REMOVAL SHALL BE BY WET SANDBLASTING. GENERAL NOTE 7 ) 10. ALL POLE AND DETECTOR LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER OMODIFY EXISTING PAVEMENT MARKINGS TO COMPLY WITH CITY STANDARDS. PRIOR TO INSTALLATION. it 12" CROSSWALKS REMOVE 345' 11. FOUNDATIONS TO BE REMOVED TO AT LEAST 18" BELOW FINISHED GRADE. 12" CROSSWALKS INSTALL 375' T DOUBLE YELLOW CENTERLINE REMOVE 10' 12. NEW CONDUCTORS SHALL BE PULLED FROM THE CONTROLLER IN THE RUNS AS INDICATED 8., SOLID WHITE REMOVE 20' ON THE PLAN. ALL CONDUCTORS SHALL BE WITHDRAWN AND RE -PULLED SIMULTANEOUSLY- 4�� SOLID WHITE REMOVE 12 TEMPORARY WIRING WILL BE REQUIRED. 6 SOLID WHITE PUSHER LINE INSTALL , 4 140' STRAIGHT ARROWS INSTALL ( 2 ) DETAIL A ALL ARROW SECTION HEAD a � I i 2' ! INDICATIONS r-------, -� ! R Y G TYPICAL LOOP LAYOUT -X- WALK 2' CENTER LOOPS IN LANES ALL LOOPS 6' x 6' co _j 1-6'-1- 10' _ 1- 6' 1- 10' -1 6' _ I. 10' I.6' I ,I EXP 3-31-88',' t -- e 4 4 t 8 S