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HomeMy WebLinkAbout2393-1E> REWIRE RUNS 1-5 /4000, azzzaz:zzzasss\ r ---t 2120 212L i / / / / INSTALL 1 1/20 C/2 -DLC SIERRA AVE. 416 416 r-- r -- I I I I I I -------------- 4-' J 1 1/2"C/4" -DLC 7 3 4170 X f l I f I I I M f p L ~ � / 1 1/2"C/4 -DLC -------- ---� ---------- IJ19L l -- II R/W X II I I II O , y 1 , q 1 1/2"C/4 -DLC a R/W y 157 1 , r_=.� II F , 1 I I I; I I I I I POL SCHEDULE CONDUCTOR �.10 S. LUMINAIRE HPSV I.S.N,S. LEGEND SIGNAL MOUNTING PED PUSH TABLE No,TYPE No. 16828 EXP. 6/30/97 HEIGHT SIGMA, LUM,M.A. VEHICLE PED PHASE ARROW 2+6 26-4-8 30' 40' 12' 200 W Sierra Ave MLTS MAS SV -1-T SP -1-T ,� II f , R EBA PPB POST 3'-10" - - - - - - - - 4 _�______�-_�-�-{= -' -C==V 08 C 1-A 10' - - - - - - -'• veavoo©� 6 AVE O___ 24-4-80 30' 20' 15' 20OW Foothill Blvd - MAS SV -1-T SP -1-T 6 I E 1-A 10' - - - - - 1FT'Swil TV -2-T SP -1-T 8 1 1/2"C/S.I.C. F 29-4-80 30' ''• - va000®oma 20OW Sierra Ave MLTS MAS SV -1-T SP -1-T 8 (� 1-A 10' - - - - - - TV -1 -T SP -1-T 2 --� H 29-5-80 ()() 30' 65'(S) 15'(N) 20OW(R) Foothill Blvd R MAS MAS () (N) SV -1-T SP -1-T R ''• --= a00000©�■ FOUNDATION 4'0 X 15'0' DEEP CIDH to1-A(R) 10' - - 1- - 6- _ 1 _ 1 _ 1 ------- " TV -2-T (R) (M) SP -1-T I (R) 4 MODIFY TV -1-T TO TV -2-T ADD 02 HEAD ..: • • 000000©� /DETECTOR ►. • - ,, •- aolee�■oly� '' DETECTOR -,a000©a©� ...- a�■aa000� -,:. .- avolvovo�■ TOTAL CABLES LUMINAIRE K SIGNAL COMMON000000©_ 1 • - •M- CABLE CONDUIT ����_ REWIRE RUNS 1-5 /4000, azzzaz:zzzasss\ r ---t 2120 212L i / / / / INSTALL 1 1/20 C/2 -DLC SIERRA AVE. 416 416 r-- r -- I I I I I I -------------- 4-' J 1 1/2"C/4" -DLC 7 3 4170 X f l I f I I I M f p L ~ � / 1 1/2"C/4 -DLC -------- ---� ---------- IJ19L l -- II R/W X II I I II O , y 1 , q 1 1/2"C/4 -DLC a R/W y 157 1 , r_=.� II F , 1 I I I; I I I I I POL SCHEDULE STANDARD �.10 S. LUMINAIRE HPSV I.S.N,S. LEGEND SIGNAL MOUNTING PED PUSH REMARKS No,TYPE No. 16828 EXP. 6/30/97 HEIGHT SIGMA, LUM,M.A. VEHICLE PED PHASE ARROW 2+6 26-4-8 30' 40' 12' 200 W Sierra Ave MLTS MAS SV -1-T SP -1-T ,� II f , R EBA PPB POST 3'-10" - - - - - - - - 4 _�______�-_�-�-{= -' -C==V 08 C 1-A 10' - - - - - - TV -1-T SP -1-T 6 AVE O___ 24-4-80 30' 20' 15' 20OW Foothill Blvd - MAS SV -1-T SP -1-T 6 I E 1-A 10' - - - - - - TV -2-T SP -1-T 8 1 1/2"C/S.I.C. F 29-4-80 30' 50' 12' 20OW Sierra Ave MLTS MAS SV -1-T SP -1-T 8 (� 1-A 10' - - - - - - TV -1 -T SP -1-T 2 --� H 29-5-80 ()() 30' 65'(S) 15'(N) 20OW(R) Foothill Blvd R MAS MAS () (N) SV -1-T SP -1-T R 2(R) FOUNDATION 4'0 X 15'0' DEEP CIDH to1-A(R) 10' - - 1- - 6- _ 1 _ 1 _ 1 ------- " TV -2-T (R) (M) SP -1-T I (R) 4 MODIFY TV -1-T TO TV -2-T ADD 02 HEAD r 6 1. EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN (N)= NEW, (R)= RELOCATE, (M)= MODIFY (S) SPECIAL ORDER, NOTE: THE CITY OF FONTANA I 1 1/2" CAC ' 2. NEW VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. REQUIRES NON -ILLUMINATED EXIST. 170 CONTROLLER 3. POLE H IS SPECIAL 29-5-80. CONTRACTOR SHALL FURNISH POLE AND ANCHOR BOLT STRUCTURAL CALCS STREET NAME SIGNS. �i 1 I -1- ESS/0 �.10 S. 417E O AND SHOP DRAWINGS CERTIFIED BY A REGISTERED CIVIL ENGINEER 0 `o No. 16828 EXP. 6/30/97 m OF CAL�� 4. THE CONTRACTOR SHALL EXAMINE STREET NAME SIGN MOUNTING HARDWIRE AND REPLACE ANY QUESTIONABLE PARTS. 2+6 4+8 J ; ,, -- ----- ,� II f , R R __ -_ __ j 111 / -- -- J -- -- --- --- © 4P _�______�-_�-�-{= -' -C==V 08 6 1 1/2"C/4 -DLC oil 1 �/2"C/3-DLC / \ 1 1/2"C/2 -DLC 1 1/2"C/I.C. TO 08 -MANGO_„ / \ AVE O___ _ _ ______ I I I I � Ael , 1 L �TO JUNIPER AVE. 0 - ___-- _ I - - .- -if � I \ `. 1 1/2"C/S.I.C. �' , 1 I 06 ----- ----- -------------------- —------- --� I i 4- IF-- If ; ; I L J \ ------------- ,---------- 145 TO X -WALK ' ; ; L --J 6J3U 285 TO X- WALK .! ; ; 6J2L. I L--"� I FOOTHILL BLVD, (SR 66)--- ----- ----- --- - ----- ----- ----- ----- I > I 1 � i I Imo- �-- i � i i i -- i � ��/ � I , I I I 1 1 l I I t I t 6JZU I1 --1----------:�-1-----------------------� _ - zssss---------------------assss-- ---------- \-----------��' = ~---------------------'-'�� -� — ----3 f---, � r =1 � 1 TTI I 1 I �---) -�--1 F 1 I1 U + �119U I 3' 15' I I 1 O' I I 1 L L__J L__J L__J L �� , I = r s:_ssse�srsa-.ssa�.r:_ssrr.:ssztsassirss-r:sa:arr==-sssa:aara:s:::aaa:a::raaa::= ssL ____sass: ---------- assss__________:sss:__________s:sss__________::sr:___ �- �- L---- =-- I ' ��------------------------------ ----- -A-- 1 ' ' 1 ' I � I I \ I I I I 145' TO X-WAtK 3 �\ 1 3 -------------------- ----- ----- ----- ----- ----- ----- ----- ----- -- ----- ----- ----- ----- I -- -- -` - --- -- -- -- I 1 3 —Y— N 285' TO X—WALK i vow r CID 1 I I FUTURE PROVIDE TEW)N AND CAP I / I — RC' TO ( ---� 00 1 4 ; 1 02 ----------------- --------------------------- _ ' RC 4 R 214 2 DIY !! � � ► � .+C R/W 1 DRIVEWAY GENERAL NOTES­ INSTALL 1 1/20C/3 -DLC (DELAY) 2� INSTALL 2"C/4 -DLC Q 1. THE EXACT LOCATION OF ALL RELOCATED AND NEW TRAFFIC SIGNAL EQUIPMENT SHALL BE AS DIRECTED BY THE STATE'S REPRESENTATIVE. 2. ALL WORK, MATERIAL, AND EQUIPMENT SHOWN ON THIS PLAN SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND SPECIFICATIONS (JULY 1992) AND THE SPECIAL PROVISIONS. 3. REUSE EXISTING CONTROL EQUIPMENT. 4. EXISTING SIGNAL SHUTDOWNS FOR WORK SHOWN ON THIS PLAN SHALL BE AS SPECIFIED IN THE PERMIT AND AS DIRECTED BY THE STATES REPRESENTATIVE. S. THE STATE'S REPRESENTATIVE SHALL BE NOTIfTED 48 HOURS PRt0R T4 Ftxr'--- IN ANY WORK THAT MAY CAUSE DAMAGE TO THE EXISTING SIGNAL SYSTEM SO THAT IMMEDIATE ADJUSTMENTS OR REPAIRS CAN BE MADE TO MAINTAIN THE SYSTEM IN OPERATION. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (SEE STRIPING AND SSM 7. PULLBOXES SHALL BE No. 5 AND CONDUIT 2" UNLESS SHOWN OTHERWISE. CONDUIT SHALL BE GALVANIZED RIGID STEEL & NEW LOOP DETECTORS SHALL BE 6' X 6' CENTERED IN THE TRAVEL LANE. EXTEND LOOPS TO 2' BEYOND CROSSWALK UNE. 9. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT TO DETERMINE EXACT LOCATION OF UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE DIGGING. 10. AT THE COMPLETION OF WORK, IT SHALL BE THE PERMIT APPLICANTS RESPONSIBILITY TO PROVIDE ONE (1) REPRODUCIBLE- AND FIVE (5) BLUELINE SETS OF "AS-BUILTS" PLANS. THE CONTRACTOR SHALL KEEP A RECORD OF "AS -BUILT' CHANGES DURING CONSTRUCTION. I W 1 : �EV/5/+efW - CHAVI & 74) env4/474//T L664 7/GUS/. R/W 0 5' —19 -� I 04 'R34 I I I I 1 Z' 15' I 1 1 I I 1 1 I 1 1 I I f I I r I � 1 � ' 8J I 1F7]-- iU-) '�• rr� ' 3 1 I I I 1 1/2"C/4 -DLC 3J5U� I 1 I 1 I 1 I + I � I � I , I .�------------------ r--- f I I II R I I I 3J9L I ' 3 I + I Xo 1 1/2"C/3 -DLC g I I + I I I I I I I OU 71 3 X 1!6- 0 N ------------ 11 I ' I ' ,1 L__J L__J 1 18J6 8 L 1 1 � I I I I - I I ' 7 1 .1 Underground Servke Alrt 0 Call: TOLL FREE 1-800 422-4133 7= WOM= DAYS BEFORE YOU ola R/W :ONSTRUCTION NOTES FT�— MODIFY SIGNAL DUE TO WIDENING OF SOUTHWEST CORNER. RELOCATE AND/OR REPLACE EQUIPMENT AS SHOWN HEREON. 2�— INSTALL NEW CONDUIT IN TRENCHES WITHIN WORK AREA. 3�- ABANDON UNUSED LOOP DETECTORS. 4�— UNUSED POLE FOUNDATION SHALL BE REMOVED COAiPLE1ELY. 5�— INSTALL OPTICOM OPTICAL DETECTOR (MODEL M522). 6�— ADD ONE MODEI. 222 DETECTOR UNIT FOR PHASE 214U AND 2 -MODEL 562 OPTICOM PHASE SELECTORS. 7�— SIERRA AVENUE DETECTOR ASSIGNMENTS FROM IlS-9UILT PLAN. PHASE DIAGRAM ESS/0 �.10 S. PR/A, F 0 `o No. 16828 EXP. 6/30/97 m OF CAL�� -410- 1+5 2+ 1+6 2+6 4+8 ? ESS/0 �.10 S. PR/A, F 0 `o No. 16828 EXP. 6/30/97 m OF CAL�� 951020 11 RECORD DRAWING" 0 1/2 1 2 3 3 in ah es on ori gin al dra Win g SCALE:1 "= 20'