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Home My WebLink About2339-SFIVE SECTION SIGNAL HEAD INSTALL BOLTED TYPE POLE ^' "T� - ATTACH TOP OF -T TO POLE PLATE THREE SECTION SIGNAL HEAD ".,.,,NAL COMPARTMENT FIVE SECTION SIGNAL _HEAD MOUNTING DETAIL NOTE: ALL SECTIONS 12" NOTE: ALL SECTIONS 12" MAS -5A R,Y,G = 02, 04, 06 or 08 YA,GA = 01, 03, 05 or 07 DETAIL "A" DETAIL B SIGNAL DISPLAYS SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR 1 1/2" TO 3/4- REDUCER N MAST ARM PELCO AB- 0155 -L OR AB- 0132 -L MOUNTING CLAMP FOR EVP OPTICAL DETECTOR EXIST. C & G EXIST. C & G Z 0 "R" CAB. i- "R" 3 2 4„ CAB. ° PAD . ° ° n . VARIES < 0 0. 10" >' PLAN N TYPE "R CABINET FOUNDATION AND PAD DETAIL NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER AND MUST BE USED. REMOVABLE STEEL CAP 8' -0" � ARM LENGTH 60" 24" SEE 24" 12" "SIGN TAB" DETAIL A2 r -1 2 "COUPLING AT BOTTOM -FOR SIGN WIRING NIPPLE & 6' -0" ONNECTORS OR 6" BY OTHERS) 81 -0" NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS ARM TUBE SIZE (909) GENERAL NOTES LENGTH END O.D. x BASE O.D. x THK. (800) MATERIAL SPECIFI ATIONS 8' -0" 2 3/8" x 3 1/2" x11 GA. SWIFT - Steel of 48,000 psi minimum yield after fabrication (800) 227 -2600 WATER - BASE PLATES (909) ASTM A -35 Steel ASTM A -36 Steel SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) & FLANGES CABLE T.V. - COMCAST CABLEVISION (909) BACK CLAMP PIPE SERVICE ALERT ASTM A- 36 - -53 Grade 7 Steel 227 -2600 W/4 BOLTS - DATE: 6 MATERIAL SPECIFICATIONS y�° e611 JAMES J. ANDERSON A NO. 22863 (ASTM A -307) BUTT WELDS DESIGN J. A. Ground flush with base metal LONGITUDINAL RECOMMENDED �•'�, i All welds shall conform to AWS 01.1 weld SIGNAL POLE WELDS spec'dacation - DIAMETER Al FIN ABOVE � FINISHED GRADE OF 2 SHEETS FINISH COATING STRUCTURE DRAWING NO. 2339 -S Hot di galvanized per ASTM A -123 P 9 P HARDWARE Hot dip galvanized per ASTM A -153 DESIGN CRITERIA 1" 4 R CLAMP STRUCTURE & HARDWARE In accordance with the Specification for Structural Supports of Highwayy Signs, Luminares and Traffic Signals. NHTO 1994 WELDING In accordance with the Specification for Structural 1 1/2- DIA. DEBURRED Supports of Highwayy Signs, Luminares and Traffic Signals. AASHTO 1994 SIGNAL POLE HOLE IN CLAMP 3" 8 _ + 6 DIA. HOLE IN CLAMP SUPPLIED WITH A TYPE F" 3" -16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD CE AS ARM - - 3" RAD. (HOLD) REQ'D. DRILLED) _ NOTCH OR DRILL 1 " DIA. HOLE FOR DRAINAGE N /POLEMET Ct (FIELD DRILLED) CLAMP DETAIL 4" RAD. i ^ i • L 9" 16 DIA. DRILL SIGN TAB DETAIL Eel 201 N41,11 I Fill 11111111111: � l�, 16Y2" TY 0 w E.C.R --- w \O G ' O I r O 15. POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) I.I.S.N.S. LEGEND DETAIL RAN HO UCA ONG 7 TRAFFIC SIGNAL LO-C / /ATION � LOCATION MA�P'�� 3" 4" GENERAL NOTES 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and Standard Specifications dated 2010, as shown on the plans and in the Special Provisions. 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends to city stencils. Reflectorize all signs, stripes and legends. 3. Pavement markers and painting procedures for striping per Standard Specifications for Public Works Construction, latest edition. 4. Locate all substructures prior to construction. Hand dig foundations until clear of obstructions. Coordinate pole installations with overhead utility or substructrure owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures 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 may not be shown on these plans. 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final placement. Perform preliminary striping layout prior to loop detector layout. 6. Vehicle indications shall be 12 ", pullboxes No. 5 and conduit 2" rigid metal except as shown. 7. Electrical services shall be 120volt /240volt. Provide circuit breakers for signals (one 50 amp metered), illuminated signs (one 15 amp metered, and safety lighting (one 30 amp per 1200 watts or portion thereof unmetered). oordinate service details and scheduling well in advance of need. 8. 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. UTILITY COMPANY TEL. NO. ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947 -8269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227 -2600 PHONE - VERIZON CORPORATION (909) 608 -1230 - PACIFIC TELEPHONE COMPANY (800) 227 -2600 WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987 -2541 SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987 -2541 CABLE T.V. - COMCAST CABLEVISION (909) 890 -0886 UNDERGROUND SERVICE ALERT (800) 227 -2600 INDEX OF SHEETS 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS 2 OF 2 TRAFFIC SIGNAL PLAN NO. DESCRIPTION OF REVISION DATE APPROV CITY OF RANCHO CUCAMONGA YOF, TRAFFIC SIGNAL v ELECTRICAL DETAILS 'DNO� CHURCH STREET MAYTEN AVENUE QaoresSlcv�< APPROVED BY: - DATE: 6 //Xz y�° e611 JAMES J. ANDERSON A NO. 22863 CITY ENGINEER R.C.E. NO.5367C DESIGN J. A. OLE & ASSOCIATES, INC. CONSULTING CIVIL ENGINEERS AND LAND PLANNERS RECOMMENDED �•'�, i frfJJJSHEET1 If Exp.12 -31 -13 IF g CIVIL �.< elF OF aA`\faP 9302 PITTSBURGH 91 3o23O C909) 481 -6322 a E No 22863 ATE 6 %� FILE No DRAWN J.A. OF 2 SHEETS CHECKED DRAWING NO. 2339 -S POLE SCHEDULE POLE DATA SIGNAL M. A. HPSV LUMINAIRES SIGNAL MOUNTING PPB POLE LOCATION I.I.S.N.S. See Detail on Sheet 1 N0. TYPE HEIGHT M.A. WATTS VEH. M.A. PED. PHASE ARROW "B" "E" "C" 1 19 -3 -100 30' 30' 15'* 200 SV -2 -TA MAS SP -2 -CS 8 MAYTEN AVE. AND FOOTHILL BLVD. APPROX. 1300'. USE PULL BOX NEXT TO CONTROLLER -18.5' - 3.5' Church * ** 11sT 800 2 26 -4 -100 30' 40' 15' 200 SV -1 -T MAS-54 SP -1 -CS 8 �— - 15.5' 3.5' * *Mayten —�► AVE 3 15TS 30' - 15' 200 SV -1 -T - SP -1 -CS 2 /06PPB 16.5' - 3' - 4 19 -3 -100 30' 25' 15 200 SV -1 -T MAS SP -1 -CS 2 �— - 13.5' 5.5' Church sr iisoo ENSURE ALL ADA AND MUTCD STANDARDS ARE STILL COMPLIANT. 15TS 30' - 15' 200 SV -1 -T - SP -1 -CS 4 —► 13' - 3' - 2 4 -4 -100 30' 35' 12' 200 SV -1 -T MMAS SP -2 -CS 4 1 - -3' 3' 4 Mayten ** t� 16 PPB POST 30" - - - - - - 6 —+ - 3' 3' VIDEO DETECTION CABLE 8 PPB POST 30" - - - - - - 6 �— 3' - 3' 4" * INSTALL AT 90 DEGREES TO SIGNAL MAST ARM ALL EQUIPMENT NEW ** I.I.S.N.S. ARROWS SHALL POINT SOUTHERLY * ** I.I.S.N.S SHALL BE ONE SIDED FACING SOUTH 1❑ FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 CONTROLLER ASSEMBLY WITH VANTAGE g❑ INTERCEPT EXISTING 2" CONDUIT WITH SIC (12PR #19). REMOVE THE SIC A EDGE TYPE II VIDEO DETECTOR SYSTEM (OR APPROVED EQUAL) PER MANUFACTORS � FROM THE CONDUIT RUNNING EAST TO MALAGA AND REDIRECT IT TO THE Q STANDARDS AND AUXILIARY EQUIPMENT AS NECESSARY FOR OPERATION SHOWN "R" CONDUCTOR CABLE 11-#14 1 - #12 CON UCTIOR CABLE 3 - #14, PPB) CONTROLLER SHOWN HEARON. INSTALL NEW SIC FROM THIS CONTROLLER TO N INSTALL 02,05,08,06PO8P 0 PP IN A TYPE CABINET. INSTALL A BATTERY BACK -UP SYSTEM IN A SEPARATE CABINET - THE CONTROLLER MALAGA DRIVE . 1100' CONNECT THE REDIRECTED - MOUNTED THE SIDE OF THE CONTROLLER CABINET. EXACT LOCATION TO BE DETERMINED 2/1 SIC (FROM MILLIKEN AVE.) AND THE NEW SIC (TO ALAGA) TO THE NEW CONTROLLER. 0205,02P /08PPB GI BY THE ENGINEER. SEE SPECIAL PROVISIONS. - - �2 FURNISH AND INSTALL MODIFIED TYPE III -BF SERVICE ENCLOSURE 1/1 INSTALL 2 "C WITH SIC (12PR #19) TO CONTROLLER LOCATED ON THE NW CORNER OF 04,08P /02PPB PER STD. DWG. No. 407 AND SPECIAL PROVISIONS. INSTALL MAYTEN AVE. AND FOOTHILL BLVD. APPROX. 1300'. USE PULL BOX NEXT TO CONTROLLER PER CALTRANS STANDARD A24D 1 50A -SP CIRCUIT BREAKER METERED SIGNAL a FOR FINAL RUN TO CONTROLLER 04,04P /02PPB 1 30A -SP CIRCUIT BREAKER UNMETERED LIGHTING �0 FURNISH AND INSTALL VANTAGE EDGE 2 RZ4AWDR CAMERA ON LUMINAIRE MAST ARM. 1 /1 1 15A -SP CIRCUIT BREAKER METERED I.I.S.N.S. 1 /1 5 3 ❑ FURNISH AND INSTALL SINGLE INPUT /SINGLE OUTPUT EMERGENCY VEHICLE 11 FURNISH AND INSTALL VANTAGE EDGE VECTOR HYBIRD SYSTEM CAMERA ON LUMINAIRE MAST ARM. 1/1 PRE - EMPTION DETECTOR, WITH PHASES AS SHOWN. 1/1 s 01,06,08,04P,06P 771gR 3 -S -08 E2 NEW SERVICE CONDUIT TO BE INSTALLED PER LEWIS APARTMENT COMMUNITIES, HOMECOMING AT E INSTALL R73 -7 AT END OF MAST ARM PER ES -6T, DETAIL "U" - TERRA VISTA - PHASE 5 (CHURCH STREET AT MALAGA DRIVE) PLAN SHEET 2 OF THE ONSITE PLANS. 7 /06PPB 0/1 CONTRACTOR SHALL NOT INSTALL NEW SIGNAL SERVICE UNTIL ON -SITE CONTRACTOR INSTALLS THE 0/1 COORDINATE REMOVAL OF STREET LIGHT WITH SCE. INTERSECTION LIGHTING SHALL BE - NEW SERVICE CONDUIT. CONTRACTOR SHALL COORDINATE SIGNAL SERVICE WITH CONSTRUCTION OF 8 MAINTAINED AT ALL TIMES. COORDINATE W /SCE ON THE REMOVAL AND NEW SIGNAL LIGHTING - THIS SERVICE CONDUIT. CONTRACTOR SHALL PROVIDE NO MORE THAN 10' OF 3" CONDUIT TO JOIN. - INSTALLATION (TURN ON). FOR POLE 1 EITHER MOVE POLE NORTH TO AVOID CONFLICT WITH 0/1 0/1 1 THE EXISTING STREET LIGHT OR TEMPORARY RELOCATE THE EXISTING STREET LIGHTING. 2/2 3/3 4/4 ENSURE ALL ADA AND MUTCD STANDARDS ARE STILL COMPLIANT. 2/2 8/8 #12 INSTALL R3 -4 SIGN PER ES -6T, DETAIL "U" 2 2 2 PROVIDE TENON FOR FUTURE SIGNAL HEAD. 2 - 06 ; • _ 04P 08 3 0-2+ 08P �+ F n w ' 06 10 0 a 8 g 140 1 2 100' 285 WALK A I - _ Y'Y 1 R _ 5l 06 +01 - — - - 3 r in 06 +01 4 i /if 1 3 i , ✓' ° 2 -W -05 DETAIL B 02 +05 4 DETAIL B 2- 12PR #19 SIC —400" TO X -WALK = 285' TO X -WALK T r s vA iu 2 ! 7 DETAIL A 02 +05 3 '� 5 SEE NOTE 8 N l; 1 125' 100' 3 ``l 311 2.5'C, 3- 12PR #19 SIB 04 , V 0 10 1 2 x 3 4 3 3 ~ r 06 +01 R 10 04 , _ I _ 4P 04 4 6 E ° _ /Z-j I I " 2'C,2#6(SIGNAL) 2` / CONDUCTOR SCHEDULE AWG SIZE WIRE OR CABLE TYPE STD PHASES A A � A Q 1 CONDUCTOR CABLE 11-#14 1 - #12 CON UCTIOR CABLE 3 - #14, PPB) 1 02,05,08,06PO8P 0 PP - - - - 2/1 2/1 2 0205,02P /08PPB - - - - - 1/1 3 04,08P /02PPB O7 INSTALL OD OD PER CALTRANS STANDARD A24D , a (-4) 04,04P /02PPB - - 1 /1 1 /1 - 1 /1 5 01,06,02P /04PPB - 1 /1 1/1 1/1 - 1/1 s 01,06,08,04P,06P 771gR 3 -S -08 2/1 2/1 2/1 2/1 - 2/1 7 /06PPB 0/1 0/1 0/1 0/1 - 0/1 8 /06PPB - - - - 0/1 0/1 1 TOTAL 2/2 3/3 4/4 5/5 2/2 8/8 #12 IISNS 2 2 2 2 2 - #10 LUMINAIRES 2 2 2 2 2 - #8 BONDING CABLE 1 1 1 1 1 1 EVP CABLE EVP 6 - - 1 1 1 4 12 PR #19 INTERCONNECT CABLE - - - - - - VIDEO DETECTION CABLE 1 1 2 2 1 5 PERCENT FILL 11 14 21 25 11 20 CONDUIT SIZES 4" 4" 4" 4" r Underground CALL 1-800 .11 • WORKING DAYS BEFORE YOU O N _u w /) SCALE IN FEET 0 20 40 60 :0 2 "C, 1 SIC SEE NOTE 9 CONSTRUCTION NOTES FOR INSTALLATION WITH TRAFFIC SIGNAL O1 yr, \T' „y , 3 O 6 CONTROLLE1 INPUT 5_ y OINSTALL 1 Q 1 OINSTALL 3 gyp, 5 R Rl -1 'Z REMOVE. SANDBLAST PAINT TO BE REMOVED. "C, Uj R AND SALVAGE SIGN AS SHOWN 2 1 SIC 12 2 -S- 08 .' SEE NOTE 9 2 "C, 1 SIC SEE NOTE 9 CONSTRUCTION NOTES FOR INSTALLATION WITH TRAFFIC SIGNAL O1 INSTALL 8" WHITE CHANNELIZING LINE (USING RAISED PAVEMENT MARKERS) CONTROLLE1 INPUT PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 38C) OINSTALL 1 Q 1 OINSTALL 3 5 PER CALTRANS STD. A24E. Zr REMOVE. SANDBLAST PAINT TO BE REMOVED. 4 O5 REMOVE AND SALVAGE SIGN AS SHOWN 1 -E -01 12 1 W3 -3 SIGN PER RANCHO CUCAMONGA STD. 26' 12' 12' 14, 2 O7 INSTALL OD OD PER CALTRANS STANDARD A24D , a WET SANDBLAST PAVEMENT MARKINGS TO BE REMOVED. STRIPING GENERAL NOTES 4 v 1 1 -W -05 5 1 4 1 2 1 -E -06 6 2 2 1 3 -S -08 11 ' 5 2 SPARE 12 - 2 1 2 -E -01 3 1 6 2 2 -W -02 X 2 7 1 SPARE 0 1 1 2 2 -S -08 16 '.. 2 1 o p} 13 1 8 2 N 14 2 1 EVP 01 &06 EVP 3 9* 2 EVP 02 &05 EVP 4 1 EVP 08 EVP 5 10* 2 EVP 04 EVP 6 h� R , W3 -1 I6 ' R 7 I 2 "C, 1 SIC SEE NOTE 9 CONSTRUCTION NOTES FOR INSTALLATION WITH TRAFFIC SIGNAL O1 INSTALL 8" WHITE CHANNELIZING LINE (USING RAISED PAVEMENT MARKERS) CONTROLLE1 INPUT PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 38C) OINSTALL 1 4" SOLID WHITE LANE LINE. 1 OINSTALL 3 THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. A24E. O4 REMOVE. SANDBLAST PAINT TO BE REMOVED. 4 O5 REMOVE AND SALVAGE SIGN AS SHOWN 1 -E -01 OINSTALL 1 W3 -3 SIGN PER RANCHO CUCAMONGA STD. 2 1 -W -02 PLAN 401B. 2 O7 INSTALL THERMOPLASTIC PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD A24D OR REMOVE. WET SANDBLAST PAVEMENT MARKINGS TO BE REMOVED. STRIPING GENERAL NOTES 4 E 1 1. ALL STRIPING AND R.P.M.'S TO BE DONE PER THE CITY OF RANCHO CUCAMONGA STD. PLAN 133. 2. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. STRIPING SHALL BE REMOVED BY WET SANDBLASTING. 3. ALL TRAFFIC LANE STRIPING SHALL INCLUDE RAISED REFLECTIVE PAVEMENT MARKERS. jPpOfESSIO�� W JAMES J. ANDERSON z No. 22863 -V E,p12 -31 -13 1► rl�rP CIVIL \FO��p OF CP, PHASE DIAGRAM 01 02 03 T I lI 04 *= PERMISSIVE LEFT TURN MOVEMENT. INSTALL JUMPERS IN CONTROLLER ASSEMBLY FOR ASSURED ANTI- BACKUP TO PHASE 1 & 5. DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR CONTROLLE1 INPUT ZONES PER CHANNEL DETECTOR RACK #1 1 1 SPARE 3 - 1 1 2 1 -N -04 4 2 2 1 1 -E -01 1 1 2 2 1 -W -02 2 2 2 1 SPARE 7 - 3 2 1 -S -08 8 2 4 1 1 -W -05 5 1 4 1 2 1 -E -06 6 2 2 1 SPARE 11 - 5 2 SPARE 12 - 2 1 2 -E -01 9 1 6 2 2 -W -02 10 2 7 1 SPARE 15 1 1 2 2 -S -08 16 2 2 1 2 -W -05 13 1 8 2 2 -E -06 14 2 1 EVP 01 &06 EVP 3 9* 2 EVP 02 &05 EVP 4 1 EVP 08 EVP 5 10* 2 EVP 04 EVP 6 * EVP DISCRIMINATOR DETECTOR RACK #2 TRACT 18856 1 SPARE 19 1 1 2 SPARE 20 - MADOLE 8c ASSOCIATES, INC. 1 SPARE 17 - 2 2 SPARE 18 - 1 SPARE 23 - 3 2 3 -S -08 24 1 12 SPARE 21 - 4 SPARE 22 - 1 SPARE 27 - 5 2 SPARE 28 - 1 SPARE 25 - 6 2 SPARE 26 - 7 1 SPARE 31 - 2 4 -S -08 32 1 1 SPARE 9 8 2 SPARE 30 = DESCRIPTI ❑N of REVISI ❑NI DATE (APPROVED CITY of RANCHO CUCAMONGA TRACT 18856 TRAFFIC SIGNAL INSTALLATION PLAN CHURCH STREET & MAYTEN AVENUE APPROVED BY. % DATE (o /7- s / � CITY ENGINEER : ii RCE: 53672 DESIGN MADOLE 8c ASSOCIATES, INC. RECOMMENDED CONSULTING CIVIL ENGINEERS AND LAND PLANNERS ...__ -- DRAWN 9302 PITTSBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA 91730 SHEET (909) 481 -6322 2 DF 2 ;PECIAL PROVISIONS FOR THIS WORK CHECKED RCE No 22863 DRAWING NO. ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER AND MUST BE USED. DATE 9//-10//"? FILE No 2339 -S PROJECT SHEET N0. 2--OF-2