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Home My WebLink About2078-1C 0 N D U C T 0 R S C H E D U L E 1 1-" Ink , "J4 ".Aj mum"""" "ji ARMS m, z M. I "v I 2 1 24-0 PHASE 6 C1 W J DISC 2 J -E-* PHASE 6 LUM. 3 I -E-41 PWH4SXE DI TYPE 4 24-01 I I PHASE 1 3 mmmmm I -S -0i -PHASE PHASE J A2 IX HOW 2 24-0 PHASE J mum 250 W 4 4 4 1 2-"2 PHASE 2 C2 Tff J DISC 2 J -IF -02 'PHASE 2 I -A 3 14-05 ffiff 5 D2 LN 4 2 -IV -05 PHASE 5 L-0 5 I I -E-06 OF 6 N CALL W 2 14-02 OF 2 82 W HOLD 3 44-06 PHASE 6 - DELAY mmmmmm"mm - I 6 N TV -2- T -1-T 41 17-2-80 9 250 W J E (C*900-2-TA Q� U-) C-) -1-T Bam*e Rd of 25" 00 Z 24-4-80 _j_r 2 250 w 2 N TCW2-- TA _14 0 Mango Aw 19 U-1 6 I -A L WP mmmmm - 2 S TV -2-T mum 210 51 7 mm"mm __0 20' 122 250 W 8 4 E (CWAS.00-24A SP -1-T W.A ==MUM 89 PED PosT -T -to mm"l _T_8 1 4 1 F -My'. mmmumm"m Ff 2.5 mammmm""m mmm"m mum munummum" mumm"mim"m mmmmmmmmm mmmmmmmmu "Umm""Im"99 =21111"kMA P H A S E D I A G R A M DETECTOR SCHEDULE GROUP B I= am I KIM wwo pff mu wff TIK 1 1 1-" OF 4 Al- WL NOW 2 24-04 PH4f 4 ARMS 3 z 4 BT. 2 1 24-0 PHASE 6 C1 W J DISC 2 J -E-* PHASE 6 LUM. 3 I -E-41 PWH4SXE DI TYPE 4 24-01 I I PHASE 1 3 I I -S -0i -PHASE PHASE J A2 IX HOW 2 24-0 PHASE J 040'1 250 W 4 4 4 1 2-"2 PHASE 2 C2 Tff J DISC 2 J -IF -02 'PHASE 2 I -A 3 14-05 ffiff 5 D2 LN 4 2 -IV -05 PHASE 5 L-0 5 I I -E-06 OF 6 N CALL W 2 14-02 OF 2 82 W HOLD 3 44-06 PHASE 6 - DELAY 1 4 T_ - I - I - I =21111"kMA P H A S E D I A G R A M GROUP A GROUP B P 0 L E S C H E D U L E STANDARD ARMS LUMINARE z PUSH BT. SIGNAL MOUNTING Cn PLACEMENT 0: TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QIJAD I PHASE 1 PHASE 2 PHASE 3 PHASE 4 C4 26-4-80 JV 040'1 250 W 4 LL (C)V- I T. z 0 Mango An 41 r 0: I -A 10 LN z L-0 PHASE 5 PHASE 6 _PHASE 7 PHASE 8 Uj LO :z: ca "R , L B STRAIGHT GRADE 30' 36 r101-4-6-- 18, t144-,4 I I A C DIKE of 9 #61 LE SAWCUT AND REMOVE OVERHEAD ELECTRIC END 10 CL FH S R/W T 05 Ed 44 Y 06 727 V 06P 6"W 6"W EX. EDGE OF PA VEMEN T idAP #I U) SEE kETAI L 'A' V- - ----------------- ------------------------------------------------------------------------------------------------- 06 B ASELI N E j- 01 -- ---------------- ------ mmm ---- ------- 04/-SEE DETAIL.\ CN 173' TO LMT LINE N - -.10. 14 04P 1-W-02 2-W-02 3- W- 02 EX. EDGE OF PAVEMENT 13 04 ------------ -------- MZ 2; - - GA,9 ---- ZZZ - ---- ZZZ-- 727 --------- yz ------ - ------ w - - - - - - 2; -GAS ------ r1_2 a s. r, Aq ;:rw;fz= 10"W - 14"W _1Q w 14" R/W 0 L 1.5 a 1 -DLC L 1.5" C. 2 -DLC 1.5" C. 3 -DLC 345' TO LIMIT LINE 0 0 500' TO LIMIT LINE N CL I pp GENERAL NOTES: 24" W ABANDON 1. REMOVE ALL CONFLICTING STRIPING AND MARKINGS. REMOVE ALL EXISTING STRIPING AND MARKINGS FROM INTERSECTION AND CROSSWALK AREAS. REMOVALS SHALL BE BY SAND BLASTING. 2. REMOVE EXISTING RI "STOP" SIGNS AND POSTS. DELIVER SIGNS TO CITY MAINTENANCE YARD. 3. REPAINT EXISTING STRIPING 500' FROM LIMIT LINES. 4. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JAN. 1988). 5. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 8001422-4133, 48 HOURS BEFORE DIGGING. 6. ALL PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL EXCEPT AS SHOWN. 7. ALL VEHICLE HEADS SHALL BE METALLIC WITH ALL 12" LENSES, AND METALLIC LOUVERED BACKPLATES. 8. COORDINATE SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 9. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERA TIONAL. 10. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 11. ALL LOOPS SHALL BE 6' x 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE EXCEPT AS SHOWN. EXTEND LIMIT LINE LOOPS I' PAST CROSS WALK LINE. 12. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 13. CONTROLLER SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 14 CONTRACTOR SHALL INSTALL NECESSARY SIGNAL FRAMEWORK, I.S.N.S. MOUNTING HARDWARE AND PANELS FOR CITY FURNISHED EQUIPMENT. CONTRACTOR SHALL FURNISH ANY ADDITIONAL ANCHOR BOLTS REQUIRED TO INSTALL CITY FURNISHED SIGNAL POLES. 15 CONTRACTOR SHALL PAINT CITY FURNISHED EQUIPMENT PER SPECIAL PROVISIONS AND ENGINEER. 16 CITY FURNISHED PEDESTRIAN PUSH BUTTON SIGNS SHALL BE REPLACED WITH NEW INTERNATIONAL SYMBOL SIGNS. 17. CITY FURNISHED -WALKIDONT WALK" PEDESTRIAN INDICATORS SHALL BE CONVERTED TO TYPE G WITH INTERNATIONAL SYMBOLS. 18. EXISTING STRIPING SHOWN IS PER CITY PLAN. NOTE. THESE PLANS AND SPECIFICA71ONS ARE 7HE EXCLUSIVE PROPERTY OF THE AGENCY AND SHALL NOT BE USED IN ANY MANNER W7HOUT PRIOR CONSENT OF 7HE AGENCY ANY REUSE OF 7HE THESE PLANS AND SPECIFICA71ONS BY AGENCY OR OTHERS SHALL BE AT THE AGENCYS ANDIOR OTHER'S SOLE RISK AND W7HOUT LIABILITY -TO BSI CONSULTANTS, INC. k R/W 14' IJ I S7RAIGHT GRADE F 0.25' AC OVER UNDIS77JRBED NA77VE SOIL R, y G DETAIL A. I L� I -w-2! DETAIL B. SCALE: 1 " = 20' P 0 L E S C H E D U L E STANDARD ARMS LUMINARE PED PUSH BT. SIGNAL MOUNTING Cn PLACEMENT TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QIJAD C14 PED. MESSAGE A B 26-4-80 JV 040'1 250 W 4 LL (C)V- I T. -T 0 Mango An 41 r I -A 10 LN z 6 S TV -1-T LQLj 190 < I -A to 6 N TV -2- T -1-T 41 17-2-80 9 250 W J E (C*900-2-TA Q� U-) C-) -1-T Bam*e Rd of 25" 00 Z 24-4-80 _j_r 2 250 w 2 N TCW2-- TA _14 0 Mango Aw 19 U-1 6 I -A L - 2 S TV -2-T _f -T 210 51 7 174-80 __0 20' 122 250 W 8 4 E (CWAS.00-24A SP -1-T UC ftdne Rd 0 89 PED PosT -T -to _T_8 1 4 1 W I Ff 2.5 A C DIKE of 9 #61 LE SAWCUT AND REMOVE OVERHEAD ELECTRIC END 10 CL FH S R/W T 05 Ed 44 Y 06 727 V 06P 6"W 6"W EX. EDGE OF PA VEMEN T idAP #I U) SEE kETAI L 'A' V- - ----------------- ------------------------------------------------------------------------------------------------- 06 B ASELI N E j- 01 -- ---------------- ------ mmm ---- ------- 04/-SEE DETAIL.\ CN 173' TO LMT LINE N - -.10. 14 04P 1-W-02 2-W-02 3- W- 02 EX. EDGE OF PAVEMENT 13 04 ------------ -------- MZ 2; - - GA,9 ---- ZZZ - ---- ZZZ-- 727 --------- yz ------ - ------ w - - - - - - 2; -GAS ------ r1_2 a s. r, Aq ;:rw;fz= 10"W - 14"W _1Q w 14" R/W 0 L 1.5 a 1 -DLC L 1.5" C. 2 -DLC 1.5" C. 3 -DLC 345' TO LIMIT LINE 0 0 500' TO LIMIT LINE N CL I pp GENERAL NOTES: 24" W ABANDON 1. REMOVE ALL CONFLICTING STRIPING AND MARKINGS. REMOVE ALL EXISTING STRIPING AND MARKINGS FROM INTERSECTION AND CROSSWALK AREAS. REMOVALS SHALL BE BY SAND BLASTING. 2. REMOVE EXISTING RI "STOP" SIGNS AND POSTS. DELIVER SIGNS TO CITY MAINTENANCE YARD. 3. REPAINT EXISTING STRIPING 500' FROM LIMIT LINES. 4. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JAN. 1988). 5. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 8001422-4133, 48 HOURS BEFORE DIGGING. 6. ALL PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL EXCEPT AS SHOWN. 7. ALL VEHICLE HEADS SHALL BE METALLIC WITH ALL 12" LENSES, AND METALLIC LOUVERED BACKPLATES. 8. COORDINATE SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 9. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERA TIONAL. 10. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 11. ALL LOOPS SHALL BE 6' x 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE EXCEPT AS SHOWN. EXTEND LIMIT LINE LOOPS I' PAST CROSS WALK LINE. 12. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 13. CONTROLLER SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 14 CONTRACTOR SHALL INSTALL NECESSARY SIGNAL FRAMEWORK, I.S.N.S. MOUNTING HARDWARE AND PANELS FOR CITY FURNISHED EQUIPMENT. CONTRACTOR SHALL FURNISH ANY ADDITIONAL ANCHOR BOLTS REQUIRED TO INSTALL CITY FURNISHED SIGNAL POLES. 15 CONTRACTOR SHALL PAINT CITY FURNISHED EQUIPMENT PER SPECIAL PROVISIONS AND ENGINEER. 16 CITY FURNISHED PEDESTRIAN PUSH BUTTON SIGNS SHALL BE REPLACED WITH NEW INTERNATIONAL SYMBOL SIGNS. 17. CITY FURNISHED -WALKIDONT WALK" PEDESTRIAN INDICATORS SHALL BE CONVERTED TO TYPE G WITH INTERNATIONAL SYMBOLS. 18. EXISTING STRIPING SHOWN IS PER CITY PLAN. NOTE. THESE PLANS AND SPECIFICA71ONS ARE 7HE EXCLUSIVE PROPERTY OF THE AGENCY AND SHALL NOT BE USED IN ANY MANNER W7HOUT PRIOR CONSENT OF 7HE AGENCY ANY REUSE OF 7HE THESE PLANS AND SPECIFICA71ONS BY AGENCY OR OTHERS SHALL BE AT THE AGENCYS ANDIOR OTHER'S SOLE RISK AND W7HOUT LIABILITY -TO BSI CONSULTANTS, INC. k R/W 14' IJ I S7RAIGHT GRADE F 0.25' AC OVER UNDIS77JRBED NA77VE SOIL R, y G DETAIL A. I L� I -w-2! DETAIL B. SCALE: 1 " = 20' (C) = CITY RIRNWIER SE OM N07ES 141, A 16 & 17. CITY FURNIS0 80 Mffff INDICA 71ON 97H NEW 120 161CLE INDICA 71ONS FOR LEFT ARROW SEC= OR NEAR SIDE APPROACH. ADD NEW 120 ARROW SECRON TO W RRM90 EWPMOIT PD? PLAN. IZ qzz #4027871E 21 OVERHEAD ELECTRIC 2" C. 4 #10 & 4 #12 CAUTION UNDERGROUNOCABLE TV 12 EXACT LOCA71ON UNKNOMV 2" C. 3 18 EX. ELEC. METER 7 (a) E2h 19 2 Efl m 10- 0. Ltj L < B.C.R. cFr- t T_ 13 STANDARD PLACEMENT DETAIL OVERHEAD ELECTRIC Uj 00 1.5" C. 2 -DLC IT'S THE LAW! DIAL BEFORE YOU DIGI 1-800-422-4133 CALL AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING Nc/ UNDERGROUND SERMCE ALERT OF SOUTHERN CAUFORNIA 13EFOK EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCAMON OF UNDERGROUND UTILUES BY CONTAMING U11UTY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 Z E L-2, �1' Al. _Vn EX CURB & GUTTER ------- ---------- ---------- 7 4 -E-06 6"W - SE8�ETAIL "A 00 DETAIL SIMULTANEOUS PAINT 4" WH17E EDGE LINE EX. PAVEMENT (n Cq 0101 L d I Lli (n 0 0 z 00 < J M 500' TO LIMIT LINE 345' TO.LIMIT LINE 1.5" C. I -DLC 14 17J' TO LIMIT LINE J -E-06 15 1E 2-E-06 I -E-06 ---------- -------- ----- :a - ----- w", ---- p I L \_ I% I LF � � �: = I ------ ------ will 150" LEFT TURN LANE 90' BA Y CURVE ROAD C, GV EX. EDGE OF PA VEMEN T W r1% - - 6" GAS -./7,/- - � - - - - ZZZ= - - - - - -- - - - - - - - - - - I C_� _r__ = - 1� - - - = - - - - - - - - - - - - - 4e:�� 6" GAS- 7f � K y j§T TREES Y Y TREES 1 nfrw 14" v 14"W R W A LO x_x- r -X x 00 T ZU: a_ a_ 24" W ABANDON CAU710N, UNDERGROUND CABLE TV EXACT LOCTION UNKNOMV PP #128481 E LL LL wm p LLJ L T > 8 12 12' 30, 30 r - 12� I P2 r�kl F /0, , ina'-p E S S JERRY L HAHS NO. 23006 Exp. 12-31-9.3 i 't � C IV aw" CONSTRUCTION NOTES: INSTALL A CITY FURNISHED EIGHT PHASE TYPE 90 CONTROLLER AND APPURTENANCES IN A CITY FURNISHED TYPE P ALUMINUM CABINET PER CITY OF FONTANA STANDARDS. CABINET FOUNDATION TO EXTEND 18"' ABOVE GRADE. INSTALL NEMA CAN FOR TELEPHONE INTERCONNECT. CONSTRUCT 12`x8'x4" PCC PAD' AROUND CONTROLLER CABINET. INSTALL 1201240 VOLT TYPE X7��eF SERVICE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT, 120 VOLT 15 AMP METERED I.S.N.S. CIRCUIT AND 120 VOLT 30 AMP UNMETERED LIGHTING CIRCUIT. INSTALL TWO (2) TYPE V P.E. CONTROL UNITS. INSTALL TEST SWITCH ON I.S.N.S. CIRCUIT ONLY. INSTALL 3" CONDUIT WITH PULLROPE AND 36" PVC SCH. 80 RISER SWEEP FROM ELECTRICAL SERVICE POINT TO SERVICE PEDESTAL PER EDISON REQUIREMENTS. INSTALL 1.5" CONDUIT WITH PULL ROPE FOR TELEPHONE LINE INTERCONNECT SERVICE FROM SERVICE POINT TO NEMA CAN ON CONTROLLER CABINET. CONSTRUCT CASE 'G' SECTION 13-B HANDICAPPED RAMP PER CALTRANS STANDARD PLAN N8-8. EDISON TO REMOVE EXISTING STREET LIGHT AND LUMINAIRE ARM FROM POWER POLE. M REMOVE EXISTING STREET LIGHT AND POLE. INSTALL 36" x 36" W41 "SIGNAL AHEAD- SIGN AND POST PER STATE STANDARD PLANS S41-3 AND S42-15. PAINT "SIGNAL AHEAD" LEGENDS IN EACH THROUGH LANE. PAINT 12" WHITE CROSSWALK LINES WITH 10' SPACE BETWEEN LINES. INSTALL TYPE PEI CLASS 1 DELINEATORS 2' FROM EDGE OF' PAVEMENT AND 20' SPACING. PAINT 8" YELLOW DOTTED LINE, 3' STRIPE 12' SKIP, THROUGH INTERSECTION. INSTALL R13 -NO TURN ON RED" SIGN PER STATE STANDARD PLAN S44-7. PAINT DOUBLE YELLOW LINE PER STATE STANDARD PLAN DETAIL 22. PAINT WHITE TYPE 1-7 ARROW PER STATE STANDARD PLANS A -24B. PAINT 8- WHITE CHANNELIZING LINE AND CHEVRON LINES PER STATE STANDARD PLAN A20 -C. n16 INSTALL R73-3 SIGN PER STATE STANDARD PLANS ES -6T DETAIL U. GRADE, PAVE AND CONSTRUCT 60 L.F. A.C. DIKE PER SAN BERNARDINO COUNTY STANDARD PLAN 117 AND PER DETAIL 'B' SHOWN HEREON. TO 5E D014E BY OTMERS. 13SI Consultants, Inc. Cm OF FOWMA, CAUFOMLA P 0 L E S C H E D U L E STANDARD ARMS LUMINARE PED PUSH BT. SIGNAL MOUNTING I.S.N.S. PLACEMENT TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QIJAD SICLE PED. MESSAGE A B 26-4-80 JV 040'1 250 W 4 E MA (C)V- I T. -T 0 Mango An 41 r I -A 10 6 S TV -1-T 190 5' I -A to 6 N TV -2- T -1-T 41 17-2-80 9 250 W J E (C*900-2-TA -1-T Bam*e Rd of 25" 5 Z 24-4-80 _j_r 250 w 2 N TCW2-- TA _14 0 Mango Aw 19 6 I -A 101 - 2 S TV -2-T _f -T 210 51 7 174-80 __0 20' 122 250 W 8 4 E (CWAS.00-24A SP -1-T UC ftdne Rd 0 89 PED PosT -T -to _T_8 1 4 1 W I Ff 2.5 (C) = CITY RIRNWIER SE OM N07ES 141, A 16 & 17. CITY FURNIS0 80 Mffff INDICA 71ON 97H NEW 120 161CLE INDICA 71ONS FOR LEFT ARROW SEC= OR NEAR SIDE APPROACH. ADD NEW 120 ARROW SECRON TO W RRM90 EWPMOIT PD? PLAN. IZ qzz #4027871E 21 OVERHEAD ELECTRIC 2" C. 4 #10 & 4 #12 CAUTION UNDERGROUNOCABLE TV 12 EXACT LOCA71ON UNKNOMV 2" C. 3 18 EX. ELEC. METER 7 (a) E2h 19 2 Efl m 10- 0. Ltj L < B.C.R. cFr- t T_ 13 STANDARD PLACEMENT DETAIL OVERHEAD ELECTRIC Uj 00 1.5" C. 2 -DLC IT'S THE LAW! DIAL BEFORE YOU DIGI 1-800-422-4133 CALL AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING Nc/ UNDERGROUND SERMCE ALERT OF SOUTHERN CAUFORNIA 13EFOK EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCAMON OF UNDERGROUND UTILUES BY CONTAMING U11UTY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 Z E L-2, �1' Al. _Vn EX CURB & GUTTER ------- ---------- ---------- 7 4 -E-06 6"W - SE8�ETAIL "A 00 DETAIL SIMULTANEOUS PAINT 4" WH17E EDGE LINE EX. PAVEMENT (n Cq 0101 L d I Lli (n 0 0 z 00 < J M 500' TO LIMIT LINE 345' TO.LIMIT LINE 1.5" C. I -DLC 14 17J' TO LIMIT LINE J -E-06 15 1E 2-E-06 I -E-06 ---------- -------- ----- :a - ----- w", ---- p I L \_ I% I LF � � �: = I ------ ------ will 150" LEFT TURN LANE 90' BA Y CURVE ROAD C, GV EX. EDGE OF PA VEMEN T W r1% - - 6" GAS -./7,/- - � - - - - ZZZ= - - - - - -- - - - - - - - - - - I C_� _r__ = - 1� - - - = - - - - - - - - - - - - - 4e:�� 6" GAS- 7f � K y j§T TREES Y Y TREES 1 nfrw 14" v 14"W R W A LO x_x- r -X x 00 T ZU: a_ a_ 24" W ABANDON CAU710N, UNDERGROUND CABLE TV EXACT LOCTION UNKNOMV PP #128481 E LL LL wm p LLJ L T > 8 12 12' 30, 30 r - 12� I P2 r�kl F /0, , ina'-p E S S JERRY L HAHS NO. 23006 Exp. 12-31-9.3 i 't � C IV aw" CONSTRUCTION NOTES: INSTALL A CITY FURNISHED EIGHT PHASE TYPE 90 CONTROLLER AND APPURTENANCES IN A CITY FURNISHED TYPE P ALUMINUM CABINET PER CITY OF FONTANA STANDARDS. CABINET FOUNDATION TO EXTEND 18"' ABOVE GRADE. INSTALL NEMA CAN FOR TELEPHONE INTERCONNECT. CONSTRUCT 12`x8'x4" PCC PAD' AROUND CONTROLLER CABINET. INSTALL 1201240 VOLT TYPE X7��eF SERVICE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT, 120 VOLT 15 AMP METERED I.S.N.S. CIRCUIT AND 120 VOLT 30 AMP UNMETERED LIGHTING CIRCUIT. INSTALL TWO (2) TYPE V P.E. CONTROL UNITS. INSTALL TEST SWITCH ON I.S.N.S. CIRCUIT ONLY. INSTALL 3" CONDUIT WITH PULLROPE AND 36" PVC SCH. 80 RISER SWEEP FROM ELECTRICAL SERVICE POINT TO SERVICE PEDESTAL PER EDISON REQUIREMENTS. INSTALL 1.5" CONDUIT WITH PULL ROPE FOR TELEPHONE LINE INTERCONNECT SERVICE FROM SERVICE POINT TO NEMA CAN ON CONTROLLER CABINET. CONSTRUCT CASE 'G' SECTION 13-B HANDICAPPED RAMP PER CALTRANS STANDARD PLAN N8-8. EDISON TO REMOVE EXISTING STREET LIGHT AND LUMINAIRE ARM FROM POWER POLE. M REMOVE EXISTING STREET LIGHT AND POLE. INSTALL 36" x 36" W41 "SIGNAL AHEAD- SIGN AND POST PER STATE STANDARD PLANS S41-3 AND S42-15. PAINT "SIGNAL AHEAD" LEGENDS IN EACH THROUGH LANE. PAINT 12" WHITE CROSSWALK LINES WITH 10' SPACE BETWEEN LINES. INSTALL TYPE PEI CLASS 1 DELINEATORS 2' FROM EDGE OF' PAVEMENT AND 20' SPACING. PAINT 8" YELLOW DOTTED LINE, 3' STRIPE 12' SKIP, THROUGH INTERSECTION. INSTALL R13 -NO TURN ON RED" SIGN PER STATE STANDARD PLAN S44-7. PAINT DOUBLE YELLOW LINE PER STATE STANDARD PLAN DETAIL 22. PAINT WHITE TYPE 1-7 ARROW PER STATE STANDARD PLANS A -24B. PAINT 8- WHITE CHANNELIZING LINE AND CHEVRON LINES PER STATE STANDARD PLAN A20 -C. n16 INSTALL R73-3 SIGN PER STATE STANDARD PLANS ES -6T DETAIL U. GRADE, PAVE AND CONSTRUCT 60 L.F. A.C. DIKE PER SAN BERNARDINO COUNTY STANDARD PLAN 117 AND PER DETAIL 'B' SHOWN HEREON. TO 5E D014E BY OTMERS. 13SI Consultants, Inc. Cm OF FOWMA, CAUFOMLA