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Home My WebLink About3437-1STANDARD LUMINAIRE (HPSV) R.S. .S. LEGEND VEHICLE HEAD MTG PED PUSH DTN LOCATION o TYPE HEIGHT SIG.M.A. LUM.M.A. MAS ARM PC}LE PED PHASE E ARROW A B 1 26-4-80R 30' 408 15' 20OW Merrill AV�(R} 2—MAS SV -1—T SP-1—CS 4 B � 11' 78 i 3 1f1 ��} CR} (R} 1f1 1f1 (R} (R} 4 5 1f1 2 1—A 108 _ _ — — _ —1—TSP-1--CSR) 6 B 1f1 118 4' (N} 1f1 1f1 A B L 7 $ (R) (R} 1f1 1f1 3 24-4-80 268 358 15' 20OW Citrus Ave MAS N MAS R SV --1 —T SP-11—CS 6 D EXISTING 1/1 2f2 3f3 (N 5f5 1/1 (R) B/S B/S 4 1—A 10' _ — — — 2 1 TV -1--T SP-1—CS a B EXISTING 5 24--4®60 30' ::�351'15' 20OW Merrill Ave(R) 2—MAS SV -1—T SP-1—CS 8 D EXISTING 2 2 2 2 2 02 DLC 03 DLC 4 DLC 2 2 6 1—A 10' 3 2 2 — — — - TV -1—T SP-1—CS 2 H EXISTING 2 2—#E12 TYP07 6 DLC 3 3 } 2 2 DLC 7 24-4--50 268 3' 15' 20OW Citrus Ave MAS (N} MAS R SV --1 —T SP-1—CS 2 H EXISTING 2 2 N) 2 2 (R) TOTAL 5 1 5 19 9 4 S 1-aA 10' - — — — _ TV -1—T SP-1—CS 4 B EXISTING ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE: (N) = NEW, (R) = RELOCATE CURB/BERM FLOW LINE c 0 PHASE—FUNCTION— SEQUENCE DIAAG A OF EDGE OF SHOULDER �a AY " 38A Im Citrus Tie 35 MPH R35(SPECIAL) l l 22 30E I I 2—N-06 11 @ ! I t TS 1,00 �y Cs 43' 1 I i 438 -�- R2(35)R26(S) 32' 1 A" B" a 1lIIIIiie-P N —__ -0dd!�!1 01 02 03 04 1 __j 3—N6 B O3U' SC _ —N 1eI1I11 BCR BEGIN CUR !rb 0 RETURN 1lI1III I1IIIIII North _ 2 120 ° LE LOCATION Ro kI f I rI �mp t 1 1 t DETAIL 3 _--d b _d _ � � � � Merrill G u 06P� ! 1 P 8—I k_ � I error a _ PP 4222035E 35 MPH _ ar 4- -F 4 05e `t R2(35)/R26(S) of ae C3 R26($) TS Wil PP#4222034E 11Q 05 02 R TS R26(S) uS EDISON�� 2 tek _ 08 07) B AF` Aft t ` t ! r I 2+0 10 11 AB 7 111 ' I F P 1 f @ t � i A B 0 t I ` _w 10 3-F�B SYH 10 I I 6 07 230' TO CROSSWALK t a i Iii 1 04+0 7 1 -4 AB _ €f 11 7 I 1 I _t @ 1 "I l fo f I 1 1II 4 5 6 11 ' I ;t { PP42 033E REMOVED BY{� ` 101 tf1 04 � BY OTHERS OTHERS ;_ m _. -� P 4 4P "06 INSTALL 2"C, 1—DLC i___ a f a @ 6 1 F=15' I _ I I S ��—2 CB LLDETECTOR SCHEDULE DIAL �BEFORE r a�� b d I it b d I 34' I 32' I 46' I I 43" t, I t f o a 1 1 e ! I o 1 f I 2---2 GERERALROTES 1. TRAFFIC i SIGNAL AND LIGHTING SHALL CONFORM .'.O THE STATE CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002). 2. LOCATION X11 a NOF ALL UNDERGROUND ARE APPROXIMATE. 1y CONTRACTOR CONDITIONSSHALL POTHOLE TO ".:� FOUNDATIONS LOCATIONS AND VERIFY ALL OBSTRUCTIONS.O' RO M SERVICE ALERT :11 60 WORKING DAYS BEFORE DIGGING. WHERE3. ALL PULLBOXES SHALL BE No 6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT 1 OTHERWISE. ALL VEHICLE HEADS SHALL ; PER SPECIAL PROVISIONS. l CONTRACTOR ,i RENEW Or REPLACE r l TIN TRAFFIC STRIPING AND/OR D/O / t MARKINGS, DURING l Pi i- HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF MICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT MARKINGS SHALL ME DONE IN CONFORMANCE SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS. 5. EXISTING UGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL 6CONTRACTOR r SHALLOBTAIN rarRFROM THE ENGINEER FOR EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED E BY THE CONSTRUCTIONTO THE SATISFACT10N OF SPRINKLER8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY 9. CONTRACTOR REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR "OTEN11AL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIO PROJECT.FOR THIS 10. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERINGDIVISION PRIOR O COMMENCEMENT OF WORK. 11. MERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING tn METHOD, REPAIRS A i SHALL Y 1 llt PER SPECIAL F !Y 1► 1� fI� ! SECTION E. s Y t 1 1 1 i f 100 °°64 — I f P ! 1 4 ° —E0 1 4 VT— — — — — — N r � � EXISTING 1.5"C., INSTALL 1 -DLC Sc _ TS TS _ ---„ — CONDUCTOR SCHEDULE AWG POLE CONTROLLER INPUT SYSTEM INPUT 12c 1 1f1 1f1 1f1 C A 2 m 1fi 1f1 i ,, - ME °j1 iK i 3 1f1 t, 1f1 1f1 1f1 1f1 1f1 E 4 5 1f1 1f1 1f1 1f1 1f1 1f1 1f1 16 --- 1f1 1f1 1f1 1f1 3c 6 1f1 21 1f1 1f1 A B L 7 $ 1f1 1f1 1f1 1f1 1f1 E DIAL �BEFORE r a�� b d I it b d I 34' I 32' I 46' I I 43" t, I t f o a 1 1 e ! I o 1 f I 2---2 GERERALROTES 1. TRAFFIC i SIGNAL AND LIGHTING SHALL CONFORM .'.O THE STATE CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002). 2. LOCATION X11 a NOF ALL UNDERGROUND ARE APPROXIMATE. 1y CONTRACTOR CONDITIONSSHALL POTHOLE TO ".:� FOUNDATIONS LOCATIONS AND VERIFY ALL OBSTRUCTIONS.O' RO M SERVICE ALERT :11 60 WORKING DAYS BEFORE DIGGING. WHERE3. ALL PULLBOXES SHALL BE No 6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT 1 OTHERWISE. ALL VEHICLE HEADS SHALL ; PER SPECIAL PROVISIONS. l CONTRACTOR ,i RENEW Or REPLACE r l TIN TRAFFIC STRIPING AND/OR D/O / t MARKINGS, DURING l Pi i- HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF MICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT MARKINGS SHALL ME DONE IN CONFORMANCE SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS. 5. EXISTING UGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL 6CONTRACTOR r SHALLOBTAIN rarRFROM THE ENGINEER FOR EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED E BY THE CONSTRUCTIONTO THE SATISFACT10N OF SPRINKLER8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY 9. CONTRACTOR REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR "OTEN11AL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIO PROJECT.FOR THIS 10. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERINGDIVISION PRIOR O COMMENCEMENT OF WORK. 11. MERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING tn METHOD, REPAIRS A i SHALL Y 1 llt PER SPECIAL F !Y 1► 1� fI� ! SECTION E. s Y t 1 1 1 i f 100 °°64 — I f P ! 1 4 ° —E0 1 4 VT— — — — — — N r � � EXISTING 1.5"C., INSTALL 1 -DLC Sc _ TS TS _ ---„ — CONDUCTOR SCHEDULE AWG POLE RUNS 12c 1 1f1 1f1 1f1 C A 2 1fi 1f1 1f1 1f1 B L 3 1f1 1f1 1f1 1f1 1f1 1f1 1f1 E 4 5 1f1 1f1 1f1 1f1 1f1 1f1 1f1 --- 1f1 1f1 1f1 1f1 3c 6 1f1 1f1 1f1 1f1 A B L 7 $ 1f1 1f1 1f1 1f1 1f1 E TOTAL 1/1 2f2 3f3 4f4 5f5 1/1 2f2 B/S B/S #10 LUMINAIRES EVPE 2 1 2 1 2 2 2 2 2 3 2 1 j 2 4 4 01 DLC 2 2 2 2 2 2 02 DLC 03 DLC 4 DLC 2 2 2 2 1 2 2 3 2 2 LOOP DET. CABLE 05 DLC 2 2 2—#E12 TYP07 6 DLC 3 3 2 2 DLC 2 2 2 2 0$ DLC 2 2 2 2 TOTAL 5 1 5 19 9 4 4 15 17 CONDUIT SIZE A 21 3" 3AA 38A 3 5A8 388(N) 3"(N) 2-3 5'A 2-3 5AA ALL CONDUITS ARE EXISTING UNLESS SHOWN OTHERWISE, N = (N) 00 ALL CABLES AND CONDUCTORS SHALL BE NEW. t _ _ 230' TO CROSSWALK EXI! CITY EXI R36 J ! BUS R26 R. 4 7 CONSTRUCTION NOTES 5 1 EXISTING PRE—WIRED EIGHT PHASE TYPE 90 CONTROLLER IN TYPE "P" CABINET. CONTRACTOR TO INSTALL APPURTENANCES FOR THE INTENDED OPERATION. B 6 2 EXISTING TYPE III --BF SERVICE CABINET. CONTRACTOR TO PROTECT IN PLACE. 9 3 EXISTING 3" SERVICE CONDUIT. CONTRACTOR TO PROTECT IN PLACE. 1 9 4 RL EXISTING 26-4-0 POLE, MAST ARMS ND ALL EQUIPMENT, EXCEPT ONE PEI AND ONE PUSHBUTTON TO NEW LOCATION 1 . FURNISH AND INSTALL NEW SIGN __---2"C, 2 8 (SERVICE) EQUIPMENT PER POLE SCHEDULE. REMOVE OUNDATION COMPLETE. •---1.5"C, 210 (LUMINAIRE) 5 RL PHASE 6 PUSHBUTTON AND PHASE 4 PED HEAD TO NEW POLE LOCATION 2 REMAINING HOLE TO THE SATISFACTION OF THE ENGINEER. LZJ 6 RS EXISTING SV-2—TA VEHICLE HEAD TO CITY YARD. 3 7 RS EXISTING 20' SIGNAL MAST ARM TO CITY YARD. FURNISH AND INSTALLRL -W 35' SIGNAL MAST ARM AND TRAFFIC SIGNAL EQUIPMENT PER PALE SCHEDULE. EXISTING VEHICLE HEAD TO NEW MAST ARM AS SHOWN> CONTRACTOR SHALL FIELD VERIFY BOLT CIRCLE DIMENSION PRIOR TO ORDERING NEW SIGNAL MAST ARMS. EXISTING 1.5"C., 8 [g EXISTING TV -1—T VEHICLE HEAD TO CITY YARD. FURNISH AND INSTALL NEW VEHICLE INSTALL 2—DLC HEAD PER THE POLE SCHEDULE. .222032E FURNISH AND INSTALL CITY—APPROVED EMERGENCY VEHICLE PREEMPTION (EVPE) PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE MANUFACTURER'S SPECIFICATIONS TO SC PROVIDE THE INTENDED OPERATION. 10 FURNISH AND INSTALL CITY—APPROVED EMERGENCY VEHICLE PRE—EMPTION (EVPE) UNIT PER �— EXISTING 1.5z"C>, THE MANUFACTURER'S SPECIFICATIONS TO PROVIDE THE INTENDED OPERATION. THE EXACT _ INSTALL 1—DLC LOCATION OF EVPE UNIT SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. IS __--A_______"" _ �' 11 RL EXISTING R.S.N.S. TO NEW HORIZONTAL STREET NAME SIGN ARM AS SHOWN AND PER f 1 SC THE SPECIAL PROVISIONS. 1- S 2 REVISION DESCRIPTION DATE ENGR. CITY DATE — SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. h n PLANS DESIGNED BY: �., 0 6 A///z f � o spa Q TE DRAWN � �f Katz, d kit u & Associates Tia fjtc Enonem and Transportation Ftannen DESIGNi 665 E. CARNEGIE DRIVE SUITE 125 "�t Gi SAN BERNARDINO, CA 92408 GNECltE „ m Tel: 909.590.9693 Fax: 909.890.9694 www.katzokitsu.com