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HomeMy WebLinkAboutTract Map 29661 Traffic Signal CONDUCTOR SCHEDULE P O U R R O Y ROAD CONSTRUCTION NOTES (THIS SHEET A.W.G. BARRIER CIRCUIT i 2 3 4 6 8 9 I �1 CONSTRUCT TYPE 332 CABINET FOUNDATION PER STANDARD PHASE DIAGRAM I I I6 I PLANS ES-3C. FURNISH AND INSTALL TYPE 170E CONTROLLER POLE A - _ _ -_POLE B - - - - T 44' 44• ASSEMBLY PER MOST CURRENT RIVERSIDE COUNTY POLE C 1 1 1SPECIFICATIONS. TWO EACH MODEL 170 CONTROLLER UNITS 1 i O SHALL BE SUPPLIED, ONE UNIT SHALL SERVE AS FIELD MASTER POLE D - 1 1 - � tYEX. G I I I ; CONTROLLER. CONTROLLER ASSEMBLY SHALL BE EQUIPPED 10' SEE POLE E - - - _ _ 1 0 02 03 04 EX C&G WITH ALL NECESSARY HARDWARE FOR INTERCONNECT I CLAMP MTOTAL2 - - - MAT M II I I I OPERATION. 1' ETAIL 16U 416U REMOVABLE -- � - --4' 2'OL� �- 1R/W I , R/W 2� FURNISH AND INSTALL 120/240V DUAL METER TYPE III-CF CAP IVE ISTING 1.5" C, SERVICE EQUIPMENT ENCLOSURE PER CALTRANS STANDARDTOTAL C2 3 4 i 2 3 g g 1 1.5" C, 1 DLC YA P LLROPE. INSTALL PLANS ES-2F. 1 2 3 4 1 2 3 8 8 » » 4' FROM 05 0 07 08 ¢ S.LC., 6PR #20 TO#12 2 2 2 2 - 2 2 _ _ DETAIL A ; I I I I 1 PROMONTARYFURNISH AND INSTALL 3M OPTICOM DETECTOR MODEL 711 AND (TYPICAL FOR 8' ISMS) F1POLE BASE #10 x RKWAY (f2,684') 3M MODEL 138 DETECTOR CABLE. INSTALL PER DETAIL "A". 1' 1'MAST ARM MOUNTING a 01 SHALL BE LAGGING LEFT TURN 8' UL APPROVED 2 2 2 - 2zCLAMP FOR ® FURNISH AND INSTALL TYPE "V" PEC UNIT IN SERVICE CABINET.2 2 2 2 2 _ _ ELECTRICAL BOX 01 DETECTORS - - - 2 - - - 2 2 OPTICAL DETECTOR T FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER THIRD TAB FOR 6' ISNS DET. 02 DETECTORS - - - - 2 2 2 2 2 I STANDARD PLAN ES-7N, DETAIL "U" LOOP 03 DETECTORS - - - - - - 1 1 1 LOOP DETECTOR PLACEMENT DETAIL EX. C&c- I I . IISNS STRAIGHT ARM MOUNTING DETAIL CABLE 04 DETECTORS - 3 3 3 - _ _ 3 3 lIl I 117J L I © FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS TYPE 05 DETECTORS - - - - 3 3 3 3 3 LEFT 1.5" C. 1 DLCI I 1 SHOWN. B 06 DETECTORS - - - 2 - - - 2 2 TURN 30' 15' 10' 1' 7� PULL EXISTING 12 PR#19 S.I.C. COILED IN PULL BOX THRU NEW DETAIL »nrr 07 DETECTORS - 2 2 2 - - - 2 2 LANE TYP. TYP. TYP. TYP. I II I CONDUIT TO CONTROLLER. NOT TO-SCALE 08 DETECTORS - - - - - - 2 2 2 THROUGH 114' 12' 1 ' 12' ; 14' 1P., I TOTAL DLC - 5 5 9 5 5 8 17 17 LANE 10 11 I ® FURNISH AND INSTALL 3" CONDUIT WITH PULLROPE PER S.C.E. LIMIT LINE OR REQUIREMENTS. BACK CLAMP IC' 1 1 2 2 - 1 1 4 4 TYP. ROSSWALK 1 ( I SPECIFY POLE W/4 BOLTS THROUGH DIRECTION EX. C&G DIA. AT 24' (ASTM A-307) „ONDUIT SIZE 2" 3" 3" 3" 2" 3" 3.5" 2-3.5"2-3.5° LANE OF TRAVEL R/W I II7 5L I I ABOVE BASE 3/8 1 12 R/W GENERAL TRAFFIC SIGNAL AND LIGHTING NOTES 2" G, 3 DLC 7/16" DIA. HOLE IN 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 STANDARD DETAIL "B" I EX. 2" C CLAMP SUPPLIED WITH PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT 04+OLA t17L NOT USED A TYPE "F" OF TRANSPORTATION. M U R R I E T A H 0 T SPRINGS 0 1 1/2 C 3/8"-16UNC BLUNT 416E R0AD D 12 S.I.C., 6PR#20 CLAMP L NOTCH OR I POINT SELF-TAPPING 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE O TOP VIEWSCREW (PILOT HOLE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL EXISTING ST. LIGHT ELEVATION TO BE FIELD DRILLED) CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE TO BE REMOVED BY 1 #6 6 3CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL OTHERS CLAMP DETAIL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY R/W LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE ivy R/W iv 0 ' -' T` ' - �( O 2" C, 3 DLC 1,5"C, 1 DLC rNOT T0 SCALE o to CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST � �'C I I �� � � R/W - (CONTINUED) 48 HOURS IN. ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE _ _ ## _ al 1.5"C, 1 DLC DETAIL CSCALE ALERT AT (800) 227-2600. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS `I' 6F ---- '(----------- - -�_ __ �8___ _ _ --�-� 0 ____-__ EX. C&G AS DIRECTED BY THE ENGINEER. EX. C&G �0 EX. C&G R/W u0 3. SEE CALTRANS STANDARD PLANS ES-1A AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. 5 R34 I 1 1/2" C, •� �J 4. THE COUNTY RIGHT-OF-WAY WAY SHALL BE KEPT CLEAN OF DEBRIS, WITH 04 y!,, I 0I 03+ 8 ' S.I.C., 6PR #2C EX. C&G 12 RED (LED) DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE O CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY J � RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET 06 5 3-2 ` I `o ^ 12 YELLOW (LED)345' TO CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL '- - _ I /- .� STA 122+17.55 ^ LIMIT LINE @p2u . •'• BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY - - - - -� - - - - - - - - - - s- r MURRIETA HOT // 12" GREEN (LED) RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE INSPECTOR. 3 t 1+06 �/ SPRINGS ROAD 1 <o ^ 'n 5. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR 5J9U - - - - - 01 �L - - - @U 12 APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 500'. - - - - - _ SO ,}f YELLOW (LED) 6. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6' OF SLACK IN - 1 EACH PULL BOX. 5J9U 5J1L I 02+05 3 ip 12" GREEN (LED) 7. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD 2I2U PLAN ES-SE. TO BE REMOVED BY CONTROLLER CABINET = 1 04+OLA 5 212E R73-6 4 OTHERS AT BUTTERFIELD STAGE � 8. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN 212E - - - - nR 02 "- 9 - - ROAD (t1,005') - DETAIL TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. 212U IMIT LINE - _ 9. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN ^ �` ._Wpm - _y_ • � ti THE CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. I2 10. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. - KEX. - - - - - - - UNIMPROVED AREAS ARE DEFINED AS LOCATIONS NOT PROTECTED BY CURB RM " �;F4+IOLA" R34 � 5 01 3 04+07 _ _ ` C&G DI 1'AND GUTTER. � TRIANGLE 07 - 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL N PROPOSED C&G #6 � PLACEMENT. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED PRIOR 1.5"C, 1 DLC 2P 4 07 X. ST. 7 2"C, a R/W ` TO LOOP DETECTOR INSTALLATION. LT. P.B. 4 CB S.I.C. R/W TYPE E LOOP DETECTOR SAWCUT DETAIL 12. ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA.) WITH 10' MINIMUM SPACING 2"C, 4 DLC © 7 1 1/2" C BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE 15. ALL VEHICLE INDICATIONS SHALL BE 12". ALL SIGNAL ,B 2"C, S.I.C., TO CONTROLLER HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS. S.I.C., 6PR#20 CABINET AT BUTTERFIELD STAGE UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS 1' BEHIND LIMIT LINE PROP. R/W 5 O 2#10 LUMINAIRES, R/W OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND ALL LENSES SHALL BE GLASS. 0 ROAD (t1005') PER CITY OF #6 2#12 IISNS APPROVED PRIOR TO FILLING SAWCUTS. - TEMECULA PROJECT NO. 16. ALL 12" RED, YELLOW, AND GREEN VEHICLE SIGNAL FACES O II 6 315E 8J6U 8 L ROP. R/W L004-23000, SHEET NO. 4. 13. ALL CONDUIT SHALL BE 2 INCH RIGID STEEL UNLESS OTHERWISE INDICATED. SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 1 rn RIVE IDE COUNTY ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN 18' 1 12' 14' C OF TEMEC LA POLE SCHEDULE N CUTTING. 17. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN P4' 32 STANDARD I.I.S.N.S. SIGNAL MOUNTING PPB LOCATIOt I SIGNAL) SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL I I LUMINAIRE REMARKS 14. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND MODULES. N0. T1PE HEIGHT SIG. M.A. LUM. M.A LEGEND ♦ VEHICLE PED. PHASE QUADRANT A 1 B 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR ESS/ 19-4-129 30' 30' 15' 200W HPSV Murrieta Hot Springs MAS MAS SV-1-T SP-1-7 2 N 12' 4' USE SHAFT MOUNTED I.I.SN.S. PER DETAIL "C" SIGNAL INTERCONNECT CABLE. o 18. ALL UNUSED TENONS SHALL BE CAPPED IN A �,k9�pN1 � 31 5' 1A 10' - - - - - - -2-T SP-1-7 4 E 12' 4' o° WATERPROOF METHOD AS DIRECTED BY THE RESIDENT �S BENCHMARK: ENGINEER. I I 26-4-129 30' 45' 15' 20OW HPSV Pourroy Me MAS MAS SV-1-T SP-1-T 4 E 12' 4' USE SHAFT MOUNTED LLSN.S. PER DETAIL "C" 0 No. iR001647 � I I I © /-Roripwgh Meadows RCD DESIGNATION: T-25-81 * Exp. 9/30/OB BACK 0171 I I I I' t 1A * 10' -2-T SP-1- 6 S 12' 4' ao pNAVD 29 ELEV. 1305.535 1 >RAffi� �P WALK 26-4-129 30' 40' 15' 20OW HPSV Murrieto Hot Springs MAS MAS V-1-T SP-1- 6 S 4.5' 4' USE SHAFT A TED 11SN.S PER DETAIL T. ;16Y D TO T �' CA 111 1 \ ACK OFWALK 10' - - - - - - -2-TSP-1-T 8 W 12' 4' FROM THE INTERSEC110N OF FRONT STREET AND RANCHO CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO F Pourroy SIGNAL MAST ARM (F=22') CALIFORNIA ROAD AND CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE I I �� \ ® 26-4-129 30' 45, 15, 20DW HPSV MAS MAS V-1-T SP-1-T 8 W 12' 4' 5/78(05 Ronpough Meadows-1 USE SHAFT MOUNTED I.I.SN.S. PER DETAIL "C° 3 DIAL Two WORKING INTERSECTION 54' N. OF CA RANCHO CALIFORNIA ROAD; 45' W OF CA CALLE 20 10 0 20 40 \ to 10' - - - - - - -2-TSP-1-T 2 N 12' 4' N BEFORE DAYS BEFORE CONTENTRO, 28' N. OF FIRE HYDRANT, 1.5' W. OF P.P. (NO NUMBER) 1.5' S. OF I III \ - ~ YOU DIG YOU DIG NOTE: ALL NEW EQUIPMENT STEEL 1A POLE ♦ SEE IISNS DETAILS "C" AND "D". 13 POLE LOCATION PER CAL-FANS STANDARD PLAN ES-3C. /WOOD FENCE ON CORNER CUT BACK, A 2�" BRASS DISK IN CONCRETE CYLINDER, (COUNTY OF RIVERSIDE STANDARD NO. 1200) N TOLL FREE 1-800-VICE AL 00. SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. SCALE IN FEET R 0 R I P A U G H MEADOWS ROAD POTHOLE MAST ARM POLE FOUNDATIONS SERVICE ADDRESS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 inch = 20 ft. PRIOR E ORDERING POLES AND MAST ARMS. LDO$_1u' '(A 31505 MURRIETA HOT SPRINGS RD SG 1397 z NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT SEAL - COUNTY: COUNTY OF RIVERSIDE SEAL - ENGINEERS: PLAN PREPARED BY: BENCHMARK: SEE HEREON CASE TYPE: MS 4004 I.P. N0. 040234 SHEET No. !:COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT VAN DELL AND ASSOCIATES, INC. `�� GRADING PERMIT HAS BEEN ISSUED. p�S� OPR Oh& APPROVED BY: pR�ES570 1 6, '� SURVEYORS, CIVIL ENGINEERS, LAND PLANNERS (bU147'Y � �>� � H�Zr. 9r 17801 CAR RIGHT ROAD TRAFFIC SIGNAL PLAN FOR THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c Y No.33950 Z " ° " �� E+' IRVINE CA 92614 949 474-1400 0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Eap.08/30/06 �AL�rk OTHM No.45776 ( ) MURRIETA HOT SPRINGS ROAD AT /o* * DATE: Eap.t2/3i/os UNDER THE OF SHEETS oN IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR 'k * ����,j� POURROY ROAD/RORPAUGH MEADOWS ROAD DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BERESPONSIBLE 1�p� q CIVIL SUPERVISION OF• FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ADDED C�WIFR �� REIUkI PA►�11[NF �T /�F.4, I S 07 L ` •�(J•�S CIVIL �p�Lc MOHAMMAD R. HEIAT R.C.E. 45776 DATE o r FOR APPROVAL BY THE COUNTY. OF CP>- OF CW 4a cl b(0 1 MARK BY DATE gppR APPR. DATEOMMENDED DATE: DESIGN BY:KRR/KK DRAWN BY: KK CHECKED BY: MRH SCALE: H: AS DATE: NOV 2004 FOR: ENGINEERS COUNTY j o V. SHOWN FILE No. FILE No. x CITY CNTY