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HomeMy WebLinkAbout2775-5EXIST. 1 1/2" (41 mm)C/S.I.C. TO A1NIPER AVE. Water Sewer = Gas - -n ch DRIVEWAY w 0 1 1/2"(41mm)C/S.I.C.mplwm -� 63mm RISER - ====MOOi w 000 1 PP M 1 1/2 "(41 mm )C/S.I.C.._- uri -- REINSTALL S.I.C. TO 3 S` - - I.C. SPLICE CABINET LO 00 ,,� � 53mm C. r Water - - - - _. ? - '- o . FoothillB I v d,. 3 #6 S€RWCE w -- - _--_ - - --- _ - --_ - - - Sewer w� - - - - (1.2m) - -q# Gas ®LOOiP 0E CONDUCTOR CIRCUIT 1A 41W 416L 5` (9.1 m) L General Note 212U 250' L I I II TO X- WALK (_ -1 ---• E 'ir 4 3 I "!1 A LOOPS1. 3 THE EXACT LOCATION OF ALL RELOCATED AND NEW TRAFFIC SIGNAL EQUIPMENT SHALL BE 1 1/2"(x/ 2 1 200'(61m) TO X- WALK c� AS DIRECTED BY THE STATE'S REPRESENTATIVE. 2-OLC 001e L 3 Z. ALL WORK, MATERIAL, AND EQUIPMENT SHOWN ON T4'S PLAN SHALL CONFORM TO THE ( J 1 REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SP -1-T (R) I 1 E Q I 3 PLANS (1997) AND STANDARD SPECIFICATION (1995) AND THE SPECIAL PROVISIONS. 3 EXIST. 1 1/2 "(41 mm)C/2-DLC I 1 - 3. REUSE EXISTING CONTROL EQUIPMENT. MAS _I 1 I x - 4. EXISTING SIGNAL SHUTDOWNS FOR WORK SHOWN ON THIS PLAN SHALL BE AS SPECM IN C 1 -'- - - 3 - THE PERMIT AND AS DIRECTED BY THE STATES REPRESENTATIVE. 1 1 ,, 41 /2 RC % I I E 417 1 - LOOPS 5. THE STATES REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS PRIOR TO PERFORMING ANY ( mm)C/ iADJUSTMENTS t7111 29-5-30 80 (9. m) WORK THAT MAY CAUSE DAMAGE TO THE EXISTING SIGNAL SYSTEM SO THAT IMMEDIATE 3 -DLC to I EXIST. DLC MTS MAS OR REPAIRS CAN BE MADE TO MAINTAIN THE SYSTEM IN OPERATION. SP -1 -T ( o I I - 0 1 d. PULLBOXES SHALL BE No. 5 AND CONDUIT 2"(53mm) UNLESS SHOWN OTHERWISE. CONDUIT - I I ( II 3 - SHALL BE GALVANIZED RIGID STEEL. - ( 1 2 2 7. NEW LOOP DETECTORS SH ALL' BE TYPE "E" d'(i .I ) DIAMETER CENTERED IN THE TRAWL LAIC. - 2 30 (9.1m) 4 PED 2 EXTEND LOOPS TO 2'(.61m) BEYOND CROSSWALK UNE. 2 I12' 2 14' 8. AT THE COMPLETION OF WORK, IT SHALL BE THE PERMIT APPLICANTS RESPONSIBILITY TO PROVIDE ONE REPRODUCIBLE AND FIVE BLUELINE SETS OF AS-BUILTS PLANS. 1 1/2"(41mm/ I I ( I I 12 3,7yn 4.3nt ( ) I ( ) - (1) (5) - 7 , ,,� I , (3. 2 4 THE CONTRACTOR SHALL KEEP A RECORD OF AS -BUILT CHANGES DURING CONSTRUCTION, DLC - - I 9. CONSTRUCTION PERMITS SHALL RE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIV" R W % i 12' 1 I I _ -R E I 2 PPB PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUIRED AT LEAST TWO 1 � I (3.7m I (3. ) I sr ""� 1 - WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, 1 � 66 2 III 4 PPB A LOOPS 1 CALL (909) 350-7610. 1 .1m 3.3m) � 1 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, 6 PPB 1 ` ( I ( ( I �� I 7150 I - IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATK1If TO PROPER PRECAUTION TO AVOID DAMAGE THERETQ. 1 ! (DELAY) I I 2 08 PPB AND ELEVATION OF ANY EXISTING UTILITIES, AND EXERCISE - cn I 1 I - THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS 1 04 I PPB COMMON 1 1 BEFORE EXCAVATION. 1 1 1 I 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL THE SPARES I 1 I 7L I w I 3 VXiCITY. PROE RECORD DRAWINGS 0 3 1 I I � 6 TOTALS 10 A 21 25 I EXIST. 1 1/2" (41 mm)C/S.I.C. TO A1NIPER AVE. Water Sewer = Gas - -n ch DRIVEWAY w 0 1 1/2"(41mm)C/S.I.C.mplwm -� 63mm RISER - ====MOOi w 000 1 PP M 1 1/2 "(41 mm )C/S.I.C.._- uri -- REINSTALL S.I.C. TO 3 S` - - I.C. SPLICE CABINET LO 00 ,,� � 53mm C. r Water - - - - _. ? - '- o . FoothillB I v d,. 3 #6 S€RWCE w -- - _--_ - - --- _ - --_ - - - Sewer w� - - - - (1.2m) - -q# Gas ®LOOiP 0E Water�� _ DRIVEWAY A1AG CONDUCTOR CIRCUIT 1A 3 NOT 5` (9.1 m) L 1 (4 bin) 212U 250' L 8 TO X- WALK (_ -1 ---• E 'ir 4 3 (76m) 3 3 3 6 Sierra Ave(N) 2 212L L- _J\ I 3 c� F -I 3 - TY 3 30' 9.1m) _ ( J ,h SV -2 -TA (N) SP -1-T (R) 6(N) .- 4 3 3 3 EXIST. 1 1/2 "(41 mm)C/2-DLC I 1 - - L as -- MAS 5 - - - 3 C - - 3 - 6 ' - - 1 EXIST. R18-1, NSAT �'" �{ - Go � SPLICE TO �,� (!?FLAY) E 29-5-30 80 (9. m) ou (15.2m) ( 4.#n) 200 W EXIST. DLC MTS Water�� _ DRIVEWAY A1AG CONDUCTOR CIRCUIT 1A 3 NOT jjjEj1& RUNS TABLE 8 SIG.M AA. f�1 - 3 3 3 3 3 3 6 Sierra Ave(N) 2 - 3 3 3 3 - - 3 30' 9.1m) _ 1 5 (NJ (4.6m) 200 W (N) SV -2 -TA (N) SP -1-T (R) 6(N) SOUTH 4 3 3 3 3 3 - - 3 MAS 5 - - - 3 3 - - 3 - 6 - - - - - 3 3 3 E 29-5-30 80 (9. m) ou (15.2m) ( 4.#n) 200 W Sierra Avo MTS MAS SV -1-T SP -1 -T 08 - - - - - 3 - 3 - 2 PED - 2 2 2 2 - - 2 30 (9.1m) 4 PED 2 2 2 2 2 2 2 1 4 14 06 PED - - - - 2 2 2 4 _ 08 PED - - 2 2 2 - - 4 2 PPB 1 1 1 1 1 - - 1 4 PPB - 1 1 1 1 1 1 2 6 PPB - - - - - 1 - 2 08 PPB - - - 1 1 - - 1 PPB COMMON 1 1 1 1 1 1 1 2 SPARES 3 1 3 1 3 3 3 3 3 6 TOTALS 10 19 21 25 27 19 15 49 01 DETECTOR - - - - 2 - - 2 02 DETECTOR - 5 5 5 5 - - 5 03 DETECTOR 08 - - 2 2 2 - - 2 04 DETECTOR - - - - - 5 - 5 DLC 05 DETECTOR - 2 2 2 2 - - 2 06 DETECTOR - - - - 4 - - 4 07 DETECTOR 4 - - - - - 2 - 2 8 DETECTOR - - 4 4 4 - - 4 TOTAL CABLES - 7 13 13 19 1 7 - 26 LUMINAIRE 2* 2 2 2 2 2 2 - TUB - - - - 3 - - 3 8 TOTAL 2 2 2 2 5 2 2 3 D SIGNAL COMMON r 1 1 1 1 1 1 1 1 2 SERVICE I - - - - I - 1 3 1 3 3 OPTICOM CABLE 2 2 2 4 1 4 1 2 1 2 4 CONDUIT SIZE 2" 3" 2 1/2" 3" 3" 3"(N) 21/�'� mm (53mm) (78mm) (63) (78mm) (78mm} (78mm) (53mm) 2 -3" 1. REWIRE RUNS 6, 7, AND 8. 2. * PULL 2#8 FROM POLE G. �2 �� 1 H R/W EXIST. HOSPITAL EXIST. R18-1 NSAT EXIST. 1 1/2'(41mm)C/4-DLC � E DW6. N4 2 515 PROPOSED PHASE DIAGRAM 1 2 3 NOT 4 T � -�- No. -r----�- use SIG.M AA. LUM.M.A. -f- - -� NOT (A)1-5-129 (N) 30' (9.1 m) USED 15'(N (4.6m 200 W (R) Sierra Ave(N) r 2 -MAS N QRpFESS/o c� No. 16828 rn aeric EXP. 6/30/01 OF C N0 11990710 ©=1:1 1 r-r►A'� EXIST. RI 79 POLE SCHEDULE STANDARD LUMINAIRE HPSV R.S.N.S, LEGEND SIGNAL MOUNTING PED PUSH BT REMARK PHASE QUAD- S No. TYPE HEIGHT SIG.M AA. LUM.M.A. VEHICLE PED (A)1-5-129 (N) 30' (9.1 m) 65'(N) (19. ) 15'(N (4.6m 200 W (R) Sierra Ave(N) MAS LTR 2 -MAS N SV -1-T (R} SP -1-T (R} 4(N) EAST / * A=21 , B=8' B 15 (N) 30' 9.1m) _ 1 5 (NJ (4.6m) 200 W (N) SV -2 -TA (N) SP -1-T (R) 6(N) SOUTH * A=21', B=8' C 24-4-80 1 (9. m} (9.1 m) {4.6m} 200 W Foothill Blvd(N) _ MAS SV -1-T SP -1-T 6 SOUTH REPLACE I.I.S.N.S. WITH R.S.N.S. UD 1-A / (31o) - - - - - - TV -.-T 2 SP -1-T 8 WEST E 29-5-30 80 (9. m) ou (15.2m) ( 4.#n) 200 W Sierra Avo MTS MAS SV -1-T SP -1 -T 8 WEST 1_A 10 (3.0m) - - _ - - - TV -1 -T SP -1 -T 2 NORTH G 29-5-80 30 (9.1m) 65' (19.8m) 15 (4.6m) 200 W Foothill Blvd - -MA SV -1 -T SP -1 -T 2 NORTH CIA- POLE TAG = 29-5-80-65 H 15 (N) 30' {9.1 rn) _ 15'(N) (4.6m) 200 W (N) - _ _ SV -2-T (N) SP -1 -T (R) 4(R) SOUTH REUSE VEH. HEADS WITH NEW MTG. REUSE PED HEAD AND PPB UNUSED SERVICE r EXIST. 170 CONTROLLER 1. EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN OTHERWISE: (N)= NEW, (R)= RELOCATE 2. NEW VEHICLE INDICATIONS SHALL BE 12"(300mm) WITH GLASS LENSES. 3. ALL NEW SIGNAL HEADS SHALL HAVE LOUVERED METAL BACKPLATES. 4. * LOCATE POLES PER STATE STD. PLAN ES -3C OR AS DIRECTED BY THE ENGINEER. 5. R.S.N.S. = REFLECTORIZED STREET NAME SIGN. 1 1/2 (41mm)C/S.I.C. =i4 lE1ect i ` / •3m) -Y / \ 1 DRIVEWAY R/W EXIST. 1 1 " 41mm C S. ._._..� _ - l Z\ 1 - - EXIST. 1 /2 (41mm)C/ - - - - f2 ( ) / //- - EXIST, t /2 (41IMM)C/S.I.C. 3 -DLC - water TO MANGO AW 06 . ............ 44F J�6 '~�-L--.--1----- Y Y p� EXIST. 1 1 2" 41mm C 4 -DLC EXIST. 1 1/2"(41mm)C/2-DLC $ ,- f37- , ____{ 3- - 05 _ C A LOQPS I I / I Elect I �� EXIST.1 1/2 (41mm)C/S.I.C. Elect - ( 1 \ 66w SeRe 06 6J2L I I 11 J1 iLJ 1 (LJ 6J3u ILJ -a► ' ' - - - - M _ - (I \ I1.2m N ^ 275' TO CROSSWALK -1 6J2U L _J --INSTALL R34 4 "� I I _.._-_ \ �._._ _.-._...- (--_.._� - �._-- - 84m --- a I > i! �' > > .,.. I _ L J L .J r7 r LI 05 ..�-...�-a--s-..s'-a��-s-ars-..s-ss--��ae--ar_mer.�^-s'.s�-.s-�r'.�' as-�•..srs-ter.- �..� .�.....� s`=:� .� -.. �..�.-as- - - .� amass- � .�. - s�tr.._. ::-....�..-....- s-as.� ..-. - � . ( r r r r � -1 I-" ( } EXIST. OPTICOM cv i r I r 1 r A LOOPS 3 r ; r y I 02 I I r , r �r Water -- --------- - - - - I r ' as EXIST. R34 I ( j I•j _I 102 11 12 � 04 tN 8P NOWERM07 F DRIVEWAY -� L 04 04 �P - 1 I r ! -__-1--__I�- _j r ��� �� f=41 1 I+,- Construction Notes � I I EXIST. OPTICOM (4. 1 1 ( 1�---- REMOVE AND SALVAGE 1-A POLE. REUSE PED HEAD AND PP8. REMOVE do D19:10% OF FOUNDATION. m REMOVE AND SALVAGE TYPE 26 POLE. REUSE LUMINAIRE, INSTALL NEW S.N.S., PED HEAD AND VEHICLE HEADS 1 (I L -Ij I EXIST. 1 1/2" AS SHOWN. REMOVE & DISPOSE OF FOUNDATION. -r 1 ( � I 1 {41 mm�/4-DLC EXIST. R20B, 3, 1 I ( I �-- INTERCONNECT SPLICE CABINET NTH A 3 /4» (19mm) CONSTRUCTION GRADE PLYWOOD PANEL FASTENED NSA1 ( I TO REAR WALL PANEL SHALL BE 12"X24"(300mmX610mm) AND SHALL HAVE A NO. MI -25 AND R-89 1 u I STANDOFF FASTENED IN THE CENTER OF THE PANEL INSTALL NEW S.I.C. TO CONTROLLER ON N/E CORNER. RELOCATE TYPE 10 -CF SERMCE PEDESTAL. COORDINATE WITH EDISON TO SECURE ELECTRICAL FEED FROM 1 12'1 11 12' 1 12' VAR, RELOCATED SOURCE. SIGNAL SHUDOWN SHALL DE ARRANGED WITH CALTRANS AND THE CITY. (3.7 ) {I 1 (3.7m) I EXIST. METROLINK 1 I � (3.7m ) �- - - - 5 WpHE"N NEW CONDUCTORS ARE TO BE ADDED TO EXISTT�tG CONDUCTORS IN A CONDUIT, ALL CONDUCTORS SHAtI SIGN T 1 I IPu BE REMOVED, THE CONDUIT SHALL BE CLEANED AS PER SECTION 86-2.05C OF CALTRANS' STANDARD SPECIFICATIONS L 1 R/W "INSTALLATION". ALL THE REMOVED CONDUCTORS SHALL BE THOROUGHLY INSPECTED FOR BREAKAGE AND INSULATION DAMAGE. ALL DAMAGED CONDUCTORS SHALL BE REPLACED WITH NEW CONDUCTORS AT THE COST OF THE CONTRACTOR. 1 3J9L I BOTH OLD (GOOD) AND NEW CONDUCTORS SHALL BE PULLED IN THE CONDUIT AS A UNIT. NIS.� I I IS I 1 1 i �'' " 1.� 1 �- Q 1-- Z ModI 3 inches on original drawing R/W-----'�,'" 1 I � 18`r7u }....�_ S!CALE:1 "= 2a` 1 � E 3 I� o I L� Cu I8 s m ; Permit No. 08 -99 -6 -MC -0357 t � N 1Lm R2 3� EXIST. R2(30) -L T __r F7T - I Q) L_I L I � I . ... j N 8J6U I M sm0A TRAFFIC AND TRANSPORTATION ENGINE 23421 SOUTH POINTE DR. SUITE 190 LAGUNA HIU B, CA. 92853 (949)480-0110 WESTON S. PRING M:" RCL 18828 DA CALTRANS - TRAFFIC SUBANTfEO BY REVIEWED BY REVIENED BY DATE � r r /\ITV ♦\rm r Av%LlT' A \1 A a