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HomeMy WebLinkAbout2298-SCASE 1 SECTION "R" CAB. a AB. SI SIDEWALK '717 PLAN SECTION CASE 2 "R" ` SECTION CAB SI " SIDEWALK PLAN SECTION CURB 14 EXIST. C & G N 2' CASE 3 "R" CAB. CAB SECTION SIDEWALK < . .�,VA� RIES� .• •'. o PLAN SECTION TYPE 'I CABINET FOUNDATION AND PAD DETAIL REMOVABLE STEEL CAP iA Etiwanda 6AVE 300" 60R"016' 810% NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS }' COUPUNG AT BOTTOM -FOR SIGN\WRING (NIPPLE & CONNECTORS BY OTHERS) ARM TUBE SIZE LENGTH END O.D. x BASE O.D. x THK. 23 8-x31 2"x11GA. BACK CLAMP W/4 BOLTS (ASTM A-307) SIGNAL POLE DIAMETER AT 24' ABOVE FINISHED GRADE - 4 i }" R CLAMP SIGNAL POLE 1" DIA. HOLE IN CLAMP SUPPLIED WITH A TYPE -F" J"-16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE �" FIELD DRILLED) 1? DIA. DEBURRED HOLE IN CLAMP + NOTCH OR DRILL FOR DRAINAGE 1" DIA. HOLE W/GROMMET IN POLE (FIELD DRILLED) CLAMP DETAIL Q OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE LILF I IURN LANE 30' 15' 10' � o C 8"WHITE TURNING LANE LINE "' THRU LANE M 10' N C 4" LANE LINE THRU LANE N 0' r 0-1 � 4 LANE LINE OR 8 ;,1 URNING LANE LINE THRU LA RIGHT O 10' TURN LANE � N TOP OF CURB FACE 1 LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS SIGNAL HEADS AND MOUNTIINGS 0 P • 0 SC 0 SCALE n GENERAL NOTES MATERIAL SPECIFICATIONS SHAFT Steel of 48,000 psi minimum yield after fabrication BASE PLATES & FLANGES ASTM A-35 Steel ASIM A-36 Steel PIPE ASTM A-36--53 Grade 'B" Steel MATERIAL SPECIFICATIONS BUTT WELDS Ground flush with base metal LONGITUDINAL WELDS All welds shall conform to AWS D1.1 weld specification FINISH COATING STRUCTURE Hot dip galwnized per ASTM A-123 HARDWARE I Hot dip galvanized per ASTM A-153 DESIGN CRITERIA STRUCTURE & HARDWARE In accordance with ytheg"Specification for Structural Traffc s f Higls. wg SlOn1J94minares and WELDING In accordance with yyt�h�e Specification for Structural TratPfic Si nals.�hAASHTi�ni99L4minares and rE ARM 3 _ RAD. AS REO'D. (HOLD) " RAD.I- >�" DIA DRILL SIGN TAB DETAIL HORIZONTAL IISNS MAST ARM if GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, AND AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. 2. TR-AFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS, MAINTENANCE MANUAL • STANDARD SPECIFICATIONS AND STANDARD PLANS. MUTCD 2006. CITY STANDARD PLAN 133 AND THE SPECIAL PROVISIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2000 EDITION AND THE SPECIAL PROVISIONS. 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM PREUMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. ti o; POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) O RAI /CA GENERAL NOTES (CONT. 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 7, VEHICLE INDICATIONS SHALL BE 12% PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS AS SHOWN IN 120/240V SERVICE WIRING DIAGRAM ON CITY STANDARD PLAN 407. COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. U11UTY COMPANIES PHONE NUMBERS SOUTHERN CALIFORNIA EDISON CO. 909930-8540 SOUTHERN CALIFORNIA GASN CO. (800) 2277-2600 VERIZON (CONTACT STEEE HOCK) (909) 469-6327 CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 227-2600 Lj 110400 4" I.I.S.N.S. LEGEND DETAIL SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR �AS1R0 Mini-Brac AB-0121-29-NPT-ALO W/SE-0577-GLV OR SIGNAL POLE APPROVED EQUAL MAST ARM (ONE WAY / ONE OUTPUT) EMERGENCY VEHICLE DETECTORS G W 5 9ZAR GUN s ux[ I a / O = TRAFFIC SIGNAL LOCATION 6 RDR C'jj/ L'OCATION MAP � AYENUE GWCW ONTANA NOT TO SCALE SHEET INDEX 1. TITLE / DETAIL SHEET 2.TRAFFIC SIGNAL PLAN-ETIWANDA AVE. / GARCIA DR. 3.TRAFFIC SIGNAL PLAN-WILSON AVE. / CANISTEL AVE. 4.TRAFFIC SIGNAL PLAN -CHURCH ST. / TERRA VISTA PKWY, FA No. DESCRIPTION OF REVISION DATE APPCITY ROVED: QROf ESS/py ' CEO K <FF ��y CITY OF RANCHO CUCAMONGA m No. 42445 TRAFFIC SIGNAL CONSTRUCTION PROJECT CIVIL 3 SIGNALS Tf OFCALt DETAIL SHEET Jnderground Service Alert APPROVED BY: CITY ENGINEER O�F�E ypG of Southern California v DESIGN :7 Call: TOLL FREE DRAWN 1 800 227-2600 CHECKED TWO WORKING DAYS BEFORE YOU DIG j.� DATE: 5/11/11 RCE: 59672 17 E. GUASTI ROAD TM: (909) 605_WW SHEET Nr 100 Fax (909) 605-9311 1 OF 4 rAA10, 91761 ww.odwmtae—oe . 42445 DRAWING NO. R.G.E. No 2298-5 DATE __QVj_Q 1 FILE NO CONDUCTOR / CABLE SCHEDULE AWG POLE PHASE RUNS Q Q Q Q A A L Q 12c OA 06, 08, 06P, 06PPB 1/1 1/1 C A OB 02, 08, 06P, 06PPB - 1/1 B L © 08PP8 - - E O 02, 02P / 08PPB - - 3c OE 04, 08P / 02PPB - - C A O 04 / 02PP6 - - B L © 06, 02P - - E TOTAL 1/1 2/3 2/4 3/5 1/- 2/1 6/7 6/7 #10 LUMINAIRES 2 2 2 2 2 2 2 - #12 I.I.S.N.S. 2 2 2 2 2 2 2 - EVP 1 2 2 3 - - 3 3 02 - - - - 3 3 3 3 TYPE C 06 - - 3 3 - - 3 3 DLC 08 - - - - - - 1 1 TOTAL - - 3 3 3 3 7 7 CONDUIT SIZE 3" 3" 1 3" 3" 3" 1 3" 3' 2-3" ALL CONDUITS AND CONDUCTORS ARE NEW. EX r ` Q m DETECTOR SCHEDULE DETECTOR RACK SENSOR DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL N0. CHANNEL 1 1 NOT USED 3 - 2 1-W-04 4 1 1 3-N-06 1 2 2 2 1-S-02 2 2 1 NOT USED 7 - 3 2 1-E-08 8 2 4 1 3-S-02 5 2 2 1-N-06 6 2 1 NOT USED 11 - 5 2 NOT USED 12 - 6 1 NOT USED 9 - 2 2-S-02 10 4 1 NOT USED 15 - 7 2 NOT USED 16 - 1 NOT USED 13 - 8 2. 2-N-06 14 4 9 1 EVP b6 EVP 3 - 2 EVP 02 EVP 4 - 1 EVP 08 EVP 5 - 10 2 EVP 04 EVP 6 - INSTALL 3#10 3#12 LLS ETIWANDA R9-3a, 10 R9-3b EX. R/W EX. R3-7 EX. R26 (CA) O O SIDEWALK PARKWAY/GRASS O O M � � O JOIN EXISTING STRIPING-, _ 108, 3-S-02 Go 2 N M 9 w 6 I I zl� Ile N T PARKWAY/G ASS O 0 SIDEWALK_ EX. SNS (GARCIA DR) INSTALL 1.5"C., INSTALL 1.5"C., EX. R26(CA ) 1-DLC EX. R/W 1-DLC EX. R/W CONSTRUC1ION �1 NOTES: FURNISH AND INSTALL 8 PHASE ACS/35 CONTROLLER, SIGNING 1 O AND STRIPING CONSTRUCTION NOTES: INSTALL 12" THERMOPLASTIC SOLID WHITE CROSSWALK LINE PER CROSSWALK/LIMIT DETECTOR SENSORS AND AUXILIARRYYEQUIPMENT IN N A A TYPE "R" CABINET. CALTRANS STD. PLAN A24E. EXACT LOCATION TO SHOWN ON THE PLAN TO BE VERIFIED BY THE CITY O INSTALL CHANNELIZING STRIPE PER CALTRANS STD. PLAN A24D. ENGINEER. INSTALL CABINET ON NEW FOUNDATION. INSTALL TESCO TRAFFIC BATTERY BACK-UP SYSTEM AND EVP SELECTOR PHASE 3 O INS T INSTLL TALLHERMOPLASTIC WHITE ARROW PAVEMENT MARKING PER EQUIPMENT. FURNISH AND INSTALL PHASE SELECTOR MODULE AND ALL STD. A24A. APPURTENANCES PER THE MANUFACTURERS SPECIFICATION TO PROVIDE THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. O4 INSTALL DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, 1]2 FURNISH AND INSTALL MODIFIED TYPE III -BF 120V/240V SERVICE DETAIL 22. EQUIPMENT ENCLOSURE, WITH ONE (1) 5OA-1P CIRCUIT BREAKER FOR OINSTALL 4" WHITE LANE LINE (TIP. 50'). METERED SIGNALS, TWO (2) 3OA-1P CIRCUIT BREAKERS FOR UNMEIERED LIGHTING, AND ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. O6 RELOCATE EXISTING SIGN TO NEW POST AS SHOWN. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. O7 REMOVE CONFLICTING STRIPING BY WET SANDBLASTING. �3 INSTALL 3" PVC CONDUIT WITH PULL ROPE TO EDISON FEED POINT. (TO BE CONFIRMED BY EDISON.) ® FURNISH AND INSTALL SIGNAL INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. SEE T'ITLE/DETAIL SHEET. �5 CONTRACTOR TO CONTACT SCE (FELIPE ANTILLON, 909-357-6163) FOR REMOVAL OF STREET LIGHT POLE, LUMINAIRE, LUMINAIRE ARM AND FOUNDATION. © FURNISH AND INSTALL SIGN ON MAST ARM AS SHOWN. MOUNT PER CALTRANS STD. PLAN ES-714, DETAIL "U". �7 CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN ABBA, CASE C. REPLACE WITH CURB AND SIDEWALK TO THE SATISFACTION OF THE Under ENGINEER. ground Ser cue l © FURNISH AND INSTALL VIDEO DETECAON CAMERA AND MOUNTING ASSEMBLY ON LUMINAIRE MAST ARM. caB rat FREE T 422-4-4133 �9 INSTALL 4" CONCRETE PAD. DIMENSIONS SHOWN ON PLAN. rno xamwc Dnn BEFORE YOU DIG 10 FURNISH AND INSTALL SIGNS ON POLE AS SHOWN. PHASE DIAGRAM NOT USED NOT USED 1 01 02 03 04 NOT USED NOT USED �— 05 1 06 1 07 1 08 INSTALL 2"C., 2#6 SERVICE UL TAIL A SCALE: 1"=10' POLE SCHEDULE STANDARD MAST ARM H.P.S.V. SIGNAL MOUNTING PPB I.I.S.N.S. • POLE LOCA11ON NO. TYPE SIG LUM. WATTS MAST ARM VEHICLE PED. 0 ARROW LOCATION LEGEND E B C O 19-4-100 20' 12' 200W 2-MAS SV-2-T SP-1-CS 06 1 Garcia DR 126C0 sFF E sEE O 17-3-100 15' 12" 2GOW MAS SV-1-T SP-2-CS 06 1 Etiwanda ' AVE OB 0 SEE Km � 5.5' O PPB POST - - - - - - 08 7 - IX PLANO SN 3' 19-4-100 25' 12' 20OW MAS SV-1-T SP-1-CS 08 7 j Garcia 1DR 2900 12 - 3 O 1-A - - - - TV-1-T SP-1-CS 02 1 - 15' 3 OF 15 - 15, 20OW - SV-1-T - 02 1 - #15' - 3 1-A - - - - TV-1-T SP-1-CS - - - - 10' 3 *I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM. •POLE SIZE FOR FUTURE 30' MAST ARM. *THE BACK SIDE OF THIS I.I.S.N.S SHALL BE OPAQUE. "LUMINAIRE MAST ARM AT 90' TO SIGNAL MAST ARM. 1 5 PUSH BUTTON LOCATION N (EXACT LOCATION BY ENGINEER IN THE FIELD) I SCALE: 1"=20' AVENUE EX. SNS (GARCIA DR) 55' 21' 23 EX. R/W INSTALL 1.5'C.' EX. R/W EX. R/W EX. R/W .1% 1-W-04 1-DLC - /,--EX. - IN O EX. R26(CA) INSTALL1.5"C., 32 B _ _ 7 2 O _ _ _ SIDEWALK _ _ _ _ - - - 1-DLC 06P 06P GRASS PARKWAY Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 06 7p 2 _ _ _ _ __ '_ 06 1 0 8 08 e 6 a R3-4 R3-4 6 -- I z 06 300' TO 02 4 1 12 3 CROSSWALK ( 7. 3-N-06 ( 10 R9-3a, 02 R3-4 6 3 n R9-3b ( SEE DETAIL "B" 02 4 5 5 EX. SNS 06 7 02 CB U ` 2P/ 04 8 BID5 02P ` COBBLE STONES PARKWAY/TREES/BUSH r' iv 04 << ``"`� SIDEWALK 6'x15' '--' 6 EX. R26(CA) T\ O r R/W - - `EX. R/W O O 6 6'x15' ; i- "��... SEE DETAIL A O v k1 0 Q 20' 24' ti I I U I I 0 / EX. R/W EX. °/WJ I I 11, 22' 1 22' 11' I 110 ® 8" RED ® 8" YELLOW ® 8" GREEN NO. DESCRIPTION OF REVISION DATE w DIRECTIONAL LOUVERS PER CALTRANS STD PLANS ES-4C CITY OF RANCHO CUCAMONGP DETAIL "B" TRAFFIC SIGNAL INSTALLATION PL (NO SCALE) ,"0 K e No. 42445 CIVIV- i 1 CONDUCTOR / CABLE SCHEDULE AWG POLE PHASE RUNS Q Q Q Q Q Q Q Q Q 12c C OA 01, 06, 06P/04PPB A OB 08, 04P/06PPB B L © 08, 08P/06PPB E OD 02, 05, 06P/08PPB - - 002, 05, 02P/08PPB - - 3c OF 04, 08P/02PPB - AG O 04, 04P 02PPB / - - B 0 01, 06, 02P/04PP3 - - E TOTAL 1/1 2/2 3/3 4/4 1/1 2/2 3/3 8/8 8/8 #10 LUMINAIRES 1 2 1 2 1 2 1 2 1 - 1 2 1 2 2 - #12 LLS.N.S. 1 2 1 2 1 2 2 1 — 1 2 1 2 2 — EVP 11 1 1 2 2 1— 1 1 4 4 01 _ _ _ 2 _ _ _ 2 2 02 — — — — 2 2 2 2 2 04 — 1 1 1 — — — 1 1 TYPE C 05 — — — — 2 2 2 2 2 DLC 06 — _ — 2 — — — 2 2 08 — — _ — — — 1 1 1 TOTAL — 1 1 5 4 1 4 5 10 10 CONDUIT SIZE 3" 3' 1 3' 1 3" 3' 3" 3' 2 ALL CONDUITS AND CONDUCTORS ARE NEW. DETECTOR SCHEDULE DETECTOR RACK #I SENSOR DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL NO. CHANNEL 1 1 NOT USED 3 — 2 1—N-04 4 1 2 1 1—E-01 1 2 2 1—W-02 2 1 3 1 NOT USED 7 — 2 1-S-08 1 8 2 4 1 1—W-05 5 2 2 1—E-06 6 1 5 1 NOT USED 11 — 2 NOT USED 12 — 6 1 2—E-01 9 2 2 2—W-02 10 4 1 NOT USED 15 — 7 2 NOT USED 16 - 8 1 2—W-05 13 2 2 2—E-06 14 2 9 1 EVP 01 & 06 EVP 3 — 2 EVP 02 & 05 EVP 4 — 1 EVP 08 EVP 5 — 10 2 EVP 04 EVP 6 — NOT TO SCALE EX. R/W I I 11' EX- NO CHAFFEY COLLEGE PARKING PI I 8 EX. R1-1 RS AO EX. —R/W � — — WIISON L5L9 — — EX. R81A — — EX. 32-1 (45) 5 117 GRASS ` M n EX. R/C f .._ SD _ --_ S N N 1 N 3 N 4 -- -. 3 70— -T00' I—W—roe 285' TO LIMIT LINE — — 2—W-05 6 100' - in N M N 24' M 2 jp 9 TIII� y� CB i 1, SIDEWALK _—____—. __ � _ ----PARKWAY—CB —____�_ INSTALL 1.5"C., EX. SCHOOL BUS LOADING EX. R 1_DI AND UNLOADING ZONE EX. R/C O CONSTRUCTION �1 NOTES: FURNISH AND INSTALL 8 PHASE NEMA ACS/3S-2100 CONTROLLER, DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE "R' CABINET. EXACT LOCATION TO SHOWN ON THE PLAN TO BE VERIFIED BY THE CITY ENGINEER. INSTALL CABINET ON NEW FOUNDATION. INSTALL TESCO TRAFFIC BATTERY BACK—UP SYSTEM AND EVP SELECTOR PHASE EQUIPMENT. FURNISH AND INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE MANUFACTURERS SPECIFICATION TO PROVIDE THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. ❑2 FURNISH AND INSTALL MODIFIED TYPE III —BF 120V/240V SERVICE EQUIPMENT ENCLOSURE, WITH ONE (1) 5OA-1P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 3OA-1P CIRCUIT BREAKERS FOR UNMETERED LIGHTING, AND ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK—UPS. SEE SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. ❑3 INSTALL 3' CONDUIT WITH PULL ROPE TO EDISON FEED POINT. (TO BE CONFIRMED BY EDISON.) ® FURNISH AND INSTALL SIGNAL INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. SEE TITIF/DETAIL SHEET. 7 CONSTRUCT ACCESS RAMP PER CALTRANS STANDARD PLAN A88A, CASE D. REPLACE WITH CURB AND SIDEWALK TO THE SATISFACTION OF THE ENGINEER. © FURNISH AND INSTALL SIGN ON MAST ARM AS SHOWN. MOUNT PER CALTRANS STD. PLAN ES-7N, DETAIL V. INSTALL 4' CONCRETE PAD. DIMENSIONS SHOWN ON PLAN. © CONTRACTOR TO CONTACT SCE (FEUPE ANTILLON, 909-357-6163) FOR REMOVAL OF STREET LIGHT POLE, LUMINAIRE, LUMINAIRE ARM AND FOUNDATION. eAlertFROM �9 REMOVE EXISING CURB RAMP.REPLACE WiTH 4—INCH PCC SIDEWALK ..a.LL ECR TO BCR. ESTIMATE 320 SQ—FT OF PCC .SIDEWALK NEEDED. :111,nn#y� FREEm 10 REMOVE EXISTING CURB RAMP. REPLACE WITH 4—INCH PCC SIDEWALK 4133 FROM SCOREUNE TO SCOREUNE. ESTIMATE 50 SQ—FT OF PCC SIDEWALK T10 WORKING DAYOU D]IO NEEDED. AIL NOT TB 22' 22' 22' 22' � o 1—N-04 6'X I BCR 6'X15' - - - -- P4P 6 6 06 IRS EX. NS, I. ` 4 08 --- POST R3- 6 4 01+06 SEE DETAIL 8 SEE DETAIL A 02+05 _ 01+06 _ I ,R10-12 6 6 R3-4 ,R3-4❑6 12 6 R10-12 SEE DETAIL A- 1 02+05 SEE DETAIL B ) 02+05F 01+06 1 04 � 004 4 I r6 " Y 3 w � � a w o SIGNING AND STRIPING CONSTRUCTION NO D_ fN O7 INSTALL 12" THERMOPLASTIC SCUD WHITE CROSSWALK/UMIT LINE PER I 1.5' CALTRANS STD. PLAN A24E. O2 INSTALL CHANNELIZING STRIPE PER CALTRANS STD. PLAN A240. O3 INSTALL THERMOPLASTIC WHITE ARROW PAVEMENT MARKING PER EX. R/W CALTRANS STD. A24A. O INSTALL DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. O INSTALL RED CURB: LENGTH AS SHOWN. © I REMOVE CONFUCTING STRIPING 02 PHASE DIAGRAM NOT USED A ,hy4 1 01 02 03 04 * � NOT USED I � 05 06 07 08 PROVIDE BACK—UP PROTECTION FOR PROTECTED —PERMISSIVE LEFT TURN PHASING I EX. R/W I I EX. NO CHAFFEY COLLEGE PARKING O SCALE: 1'=20' POLE SCHEDULE STANDARD MAST ARM H.P.S.V. WATTS SIGNAL MOUNTING I.I.S.N:S. * POLE LOCATION NO. TYPE SIG LUM. MAST ARM VEHICLE PED. LEGEND E B C O 19-4-100 30' 12' 2GOW MAS SV-1—T SP-1—CS M-5 Conistel AVE 2' — 6' OB 1—A — — — — TV—I—T SP-1—CS — — 3' 3 O 17-3-100 20' 15' 20OW MAS SV-1—T SP-1—CS Wilson 1AVE 3 — 5' OD 1—A — — — — TV-1—T SP-1—CS 08 7 — — 3' 3 OE 19-4-100 30' 12' 20OW MAS SV-1—T SP-1—CS 08 7 Canistel AVE 5700 9' — 3 OF 1—A — — — — TV-1—T SP-1—CS 02 1 — — 14' 3 O 17-3-100 20' 15' 20OW MAS SV-1—T SP-1—CS 02 1 Wilson 1AVE 14' — 3 O 1—A — — — — TV-1—T SP-1—CS 1 04 3 — �LL EQUIPMENT SHAI I RE NEW. *I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM. 8 2 5 PUSH BUTTON LOCATION POLE LOCATION DETAIL (EXACT LOCATION BY ENGINEER IN THE FIELD) � AVENUE Ex. R/W INSTALL 1.5'C., — — 1—DLC _ — _ _ _ _ ^_ _ GRASS — — — — — EX.RC —_— 7CB' SD sp 5 65' -- s� 12' -- N N 1—E-06 2—E-06 2 _ - Io0' — - -- - -- - -- — 285' To CROSSWALK 2-E-01--1-E-01 GMIP, � L 30' (1)P) loo' 3 n I4 RS EX. SNS, POSTSD A. SIDEWALK — — PARKWAY — — E _ SEE DETAIL C RSIEX. R1-1. POST 14 INSTALL 2"C., 3#10 LUM, 3#12 I.I.S.N.S. EX. R/W DETAIL C SCALE: 1'=10' INSTALL 2"C., 2#6 SERVICE f K OFF No. 42445 —77EX /W — EX 9 POLE AND EQUIPMENT SCHEDULE POLE SIGNAL STANDARD SIGNAL MOUNTING PLACEMENT PED BIKE DIMENSIONS PUSH BUTTONS QUAD I.I.S.N.S.* REMARKS N0. TYPE HEIGHT SIGNAL . LUE POLE MAST ARM POLE •B" "E" "C" 0ARROW M. A. M.. A. HPSV HPSV VEHICLE VEHICLE PEDESTRIAN A 26-4-100 30' 40' 15' 20OW SV-2-TA i-MAS Sp- 15' 3' 4 f 3 Terra Meta PKWY VII 7700 B 1-A 10' - - - TV-2-T - SP-1-CS 1i 3' 6 5 C 29-5-100 30' W. 15' 20OW SV-1-T t_M\S SP-1-CS 16' 3' 6 f 5 Church ST 0sa0 D 1-A 10' - - - TV-2-T - SP-1-CS 10' 3' 8 —� 7 E 26-4-100 30' 40' 15' 20OW SV-i-T t SP-1-CS 18' 3' 8 7 Term Meta PKWY F 1-A 10' - - - TV-2-T - SP-1-CS 18' 3' 2 —40- 1 G 29-5-100 30' 50' 15' 20OW SV-1-T ,-MAS SP-1-CS 18' 3' 2 f 1 Church ST H 1-A 10' - - - TV-I-T - SP-1-CS 18' 3' 4 —w 3 IALL EQUIPMENT SHALL BE NEW. * I.I.S.N.S. SHALL BE INSTALLED ON HORIZONTAL SIGN ARMS PER THE SPECIAL PROVISIONS. DETECTOR SCHEDULE SENSOR DETECTOR _ CONTROLLER INPUT LOOPS PER CHANNEL NO.CHANNEL_ 1 1-S-03 1 3 2 1 YA 1 GA 12"- LENSES DETAIL "A" NOT TO SCALE CHURCH STREET (45 MPH) EX. 5' CSW EX C/G L i 10 i EX RAISED MEDIAN7� -4- EX. CATCH R/W BASIN EX. R26(CA) [EX R2-1 (45) EX. D11-1 ^i4 - Tn —EX C/GJ - a, 7 Ni „ u EX. R3-3 0 gg' tti• �� 0 i M EX MEDIAN 6 15' 12' 12' 12' 15' W3-3 9 W3-1 10 I JII �i'�u. EX. R3 3 I V X C/G 11 i EX C/G 1-N-04 I I 3 +( �� ii P I I I �• '� I I I INSTALL 1}' C.; 1-DLC EX. CATCH BASIN R1-1 N N LJ S SD EX C/G 11 N r 9 a: EX C/G� _ EX. CATCH BASIN J R1-1 10 H /\� '\+�1' /� 135 TO INSTALL 2"C., R/W 73� 7 / R/W 1-DLC / GENERAL NOTES: • SEE SHEET 1 FOR GENERAL NOTES. CONSTRUCTION NOTES: W3-3 9 EX. EDGEUN 10 W3-1 ❑1 FURNISH AND INSTALL 8 PHASE NEMA ASC/3S-2100, DETECTOR SENSORS / AND AUXIUARY EQUIPMENT IN A TYPE "R' CABINET, EXACT LOCATION TO BE DETERMINED BY THE CITY ENGINEER. INSTALL CONTROLLER CABINET ON R/W 1 FOUNDATION. INSTALL TESCO TRAFFIC BATTERY BACKUP SYSTEM. FURNISH AND ��{I R O INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE MANUFACTURER'S SPECIFICATIONS TO PROVIDE THE INTENDED OPER,710N. SEE Y 1 SPECIAL PROVISIONS O 1 $ 2 ❑2 FURNISH AND INSTALL MODIFIED TYPE III -BF SERVICE ENCLOSURE PER STANDARD O G DRAWING No. 407 AND SPECIAL PROVISIONS. 1 5OA-SP CIRCUIT BREAKER METERED SIGNAL © 7 2 3OA-SP CIRCUIT BREAKERS UNMETERED UGHTING YA 1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. © GA6 4 �3 INSTALL 3' CONDUIT WITH 3#6 WIRES FROM EX. EDISON HANDHOLE TO SERVICE S PEDESTAL 12"- LENSES PUSH BUTTON LOCATION FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR UNIT PER THE MANUFACTURER'S SPEOFICATIONS'EXACT LOCATION OF DETECTOR EX. F DETAIL "B" SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. NOT TO SCALE ❑5 FURNISH AND INSTALL SIGN ON MAST ARM PER CALTRANS STANDARD PLAN 1 ES-7N, DETAIL "U". SIGNING & STRIPING CONSTRUCTION NO :e Alert © WET SANDBLAST AND REMOVE CONFlJC7INC STRIPES AND/OR PAVEMENT MARKINGS OLL FREE INSTALL WHITE "SIGNAL' PAVEMENT WORD MARKING PER CALTRANS STD. PLAN A240. I_ © INSTALL WHITE TYPE IV ARROW PER CALTRANS STD. PLAN A24A. 12 41 3 ID INSTALL SIGN AS INDICATED. 10 REMOVE EXISTING SIGN AS INDICATED. 1 11 EXISTING STRIPING/PAWNENT MARKINGS TO REMAIN. ' BEFORE YOU DIG \I X C/G 1-H 7 11 11 12' 1 12', 12' 11 1 77 .i 1 I 0 6 O 06r b318c08—'- I E13ET1UL�'B R10-12 5 �.'J08 11 11 X. R4,::7/TYPI 06 4 01 SEE DETAIL "�� SEE DE �o SEE/DETAIL "A" / 0712 01&06 /7t 1 �� T X. R4-7/1­�P i 5 R 0-12 ,/SE�.6ETAIL "A'' S - -_ Ski/ R3-4[ SEE DETAIL-"B` C G 11 SEE DETAIL "A" 11 14c06 4 r ----- ETAII._B" 04 04 04&07 5 R10-12 04 ul -5-03 2-Sr I 17 � 11 JJJ Ili 1 ul5' 12' 12' 12' 15' 1 :X C/G 11 N LI X C/G 11 i-S-08 �� I"NEA��' 15' 12' 1 �' I 12' 15 II l��• o_ II �. ro�-i--_il-01LIII ILI�+(Iv1111L� i EX. R2-1 (40) I EDGE UNE X C/G INSTALL 2"C.,\ 3#,0 LUM 3#12 I.I.S.N.S. INSTALL ,2'C, 2#6 SERVICE i INSTALL 2'C., 12PR#19/SIC/ INSTALL C�71 }IC,1-DLC F- -- ------ )HOLE DETAIL "C" NOT TO SCALE E-,� J�� I tEX. CATCH BASIN I 1 SEE DETAIL "C" POLE LOCATION DETAIL IO EX. FIRE HYDRANT NSTALL 1i" C., ,-DLC INSTALL 2"C, 0 - 6 1-DLC, 12 PR#19 C 02, 10 R1-1 � wg" EX C/G� I -- g 2-E-01 i E-01 12 VQO 62 - =� EX C/G _ r 2 6 6 — P ' EX. R26(6A) �--­_�E_X. D71-1 F W 10 R1-1 1 R/W Q INSTALL 1j" C., 1-DLC �\ I "-EX C/G Y LU 011-1 O In PHASE DIAGRAM GROUP A GROUP B 1 ' 1 �- o: 1 01 02 & 02P 03 04 & 04P N � I 05 06 & 06P 07 08 & 08P EX. R26 (CA) ~ O ' PROTECTED —PERMISSIVE. WIRE bABINET FOR ASSURED ANTI -BACKUP TO PHASE 1,3r5&7. I .A �X C/G u J PREI > r Ml 'I North 10 W3-1 0 20 40 1 ` SCALE 1"-20' W3-3 1 CONDUCTOR SCHEDULE AWG POLE RUNS Q Q Q Q Q Q Q Q 12c A 01,0Z06,06P/04PPB 2 t 2 C A O 03,04,08,04P/06PPB - 2 t - - - - - 2 1 B L © 03,06,08P/06PP8 - - - - - - - 1 1 E OD 02,05,06,06P/08PPB 3c OE 02,05,02P/08PP8 - - - - - 1 1 1 1 1 1 C A OF 04,07,08,08P/02PP8 - - - - 2 t 2 1 2 , 2. 1 B L © 04,07,04P/02PPB E O 01,06,02P/04PP8 TOTAL 2 1 4 2 1 1 2 2 4 3 5 4 7 5: 12 g #12 I.I.S.N.S. 2 2 — 2 2 2 2 — #10 LUMINAIRES 2 2 — 2 2 2 2 — EVP CABLE 1 1 — 1 1 2 2 4 01 — — — — — — 2 2 02 — — 2 2 2 2 2 2 03 — — — — 2 2 2 2 DLC 04 — 2 — — — — — 2 TYPE A 05 — — 2 2 2 2 2 2 06 — — — — — — 2 2 07 — 2 — — — — — 2 08 — — 2 2 2 TOTAL — 4 4 4 8 B 12 16 CONDUIT SIZE 3' 3" 1 2" 3" 4" 4" 4' 2-4" 65 ALL CONDUIT, CONDUCTORS AND CABLES SHALL BE NEW \i CROsswqIk �\ \ INSTALL 2"C., 12PR#19 SIC TO _ EX 5' CSW ELM AVENUE, APPROX. 1,060' \ / FROM CONTROLLER TO CENTER \� R/W OF INTERSECTION. #6 PULL BOXES AT 200' SPACING AS DIRECTED BY ENGINEER. w EX C/G\ W3-1 g \ 14rt00 77 Z h \ EX RAISED \ MEDIAN y EX C/G R/W EX 5' CSW ^ \ 11 r u