Loading...
HomeMy WebLinkAbout2118-SINSTALL BOLTED TYPE POLE TUBE SIZE GENERAL NOTES LENGTH PLATE - ATTACH TOP OF SV -2 -T TO POLE PLATE END O.D. x BASE O.D. x THK. * IF X = 10' USE THESE DIMENSIONS tee o psi minimum yield a ter ob6cot on ** IF X = 11' USE THIS DIMENSION 2 3/8" x 3 1/2" x 11 GA. N o WITH OTHER X DIMENSIONS ASTM A -35 Steel ASTM A­36 Steel � & FLANGES 0- BACK CLAMP W/4 BOLTS (ASTM A -307) SIGNAL POLE ,F-CROSSWALK w j MAT DOUBLE YELLOW STRIPE STRIPE ® LONGITUDINAL WELDS OR MEDIAN CURB FACE OR E.C.R DIAMETER AT FINISH COATING LIMIT LINE 'I T Hot dip galvanized per ASTM - 2'* HARDWARE Hot dip galvanized per ASTM A -153 3' ** 0 FIVE SECTION _I O O N ►- W SIGNAL HEAD W_ 1" 4 2 CLAMP STRUCTUR & HARDWARE Z THREE SECTION ® X* REFER TO PLAN FOR REMAINING LOOPS 5'* B' B'� SIGNAL HEAD WELDING In accordance with the Specification for Structural G.}.- i 3 Supports of Kighway Signs, Luminares and Traffc Signals. AASHTO 1994 O ® LEFT TURN LANE 3'* CE At —(� --- _ ----8" WHITE TURNING LANE LINE-- - AS RA) REODRILLED) NOTCH OR DRILL FOR DRAINAGE t 4 X -6' � 2 � C6 TERMINAL COMPARTMENT co MOUNTING DETAIL NOTE: " NOTE: ALL SECTIONS 12" ALL SECTIONS 12" n X O10 POLE LOCATION c i X -6' INSIDE THRU LANE 2 - - - -4" LANE LINE OR 8" TURNING LANE LINE 3' ALL SECTIONS 12" I I(&I I I I I- 10 I I I I 6 1 r I DETAIL "A" DETAIL "B" DETAIL "C" SIGNAL DISPLAYS 3M OPTICOM MODEL 711 NOTE: ALL SECTIONS 12" [My M MAS -5A R,Y,G = 02, 04, 06 or 08 YA,GA = 01, 03, 05 or 07 PELCO AB- 0155 -L OR AB- 0132 -L kI CITY OF ONTARIO. OUTSIDE THRU LANE C TO :,4 51' ALL DIMENSIONS TO � OF STRIPE REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS REMOVABLE STEEL CAP 8' -0" -1 q ARM LENGTH 60" 24" EE SIGN TAB° 48" DETAIL AVE SIGN WI FOR H a v e n 0000 SIGN WRI NG NIPPLE & ONNECTORS 6' -0" BY OTHERS) OR 6" 8' -0° NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS ARM TUBE SIZE GENERAL NOTES LENGTH END O.D. x BASE O.D. x THK. IT 8 „Fourth 100 E 0_NTARIO T [ ., 3° 14.1” X 8" 4 tee o psi minimum yield a ter ob6cot on W CITY OF ONTARIO. OUTSIDE THRU LANE C TO :,4 51' ALL DIMENSIONS TO � OF STRIPE REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS REMOVABLE STEEL CAP 8' -0" -1 q ARM LENGTH 60" 24" EE SIGN TAB° 48" DETAIL AVE SIGN WI FOR H a v e n 0000 SIGN WRI NG NIPPLE & ONNECTORS 6' -0" BY OTHERS) OR 6" 8' -0° NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS ARM TUBE SIZE GENERAL NOTES LENGTH END O.D. x BASE O.D. x THK. MATERW SPECIFICATIONS tee o psi minimum yield a ter ob6cot on W 2 3/8" x 3 1/2" x 11 GA. N o BASE PLATES ASTM A -35 Steel ASTM A­36 Steel � & FLANGES Qo BACK CLAMP W/4 BOLTS (ASTM A -307) SIGNAL POLE PIPE ASTM A- 36 - -53 Grade 8 Steel MAT LAI I HUAIIUNS BUTT WELDS Grotjnd flush with base metal LONGITUDINAL WELDS Ail welds stroll conform to AWS DIA weld specifocotion DIAMETER AT FINISH COATING - C{ ABOVE FIN ISHED GRADE T Hot dip galvanized per ASTM - HARDWARE Hot dip galvanized per ASTM A -153 ~ O O N ►- W CRITERIA W_ 1" 4 2 CLAMP STRUCTUR & HARDWARE Z In accordance with the Specification for Structural Supports of H9hwayy Signs, Luminares and Traffic Signals. AASHiO 1994 WELDING In accordance with the Specification for Structural 1 1/2" DIA. DEBURRED 3 Supports of Kighway Signs, Luminares and Traffc Signals. AASHTO 1994 SIGNAL POLE HOLE IN CLAMP 3"� 8 16 DIA. HOLE IN CLAMP SUPPLIED WITH A TYPE "F" CE At _ 3" -16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD AS RA) REODRILLED) NOTCH OR DRILL FOR DRAINAGE 1' DIA HOLE W /GROMMET IN OLE It (FIELD DRILLED) CLAMP DETAIL 4 RAD. 9° 16 DRILL SIGN TAB DETAIL TAL I.I.S 6Y2 )p PRI.VL_%� r LOCATION (EXACT LOCATION BY ENGINEER IN THE FIELD) 3" 811UC -6" C 11 040G- 4" 1J.-S.N.S. LEGEND DETAIL VICINITY MAP COON rY OF SAN BERNARDINO CITY OF ONTARIO RECOMMENDED DAY /E DA E APPROVED BY �� "16° CITY ENGINEER C. E. No. DATE GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS JULY 1992 STANDARD PLANS AND STANDARD SPECIFICATIONS, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS AND 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) AND 2003 MUTCD CALIFORNIA SUPPLEMENT. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS AND 2003 MUTCD CALIFORNIA SUPPLEMENT. 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, 2006 EDITION. 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 PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. 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 ON CITY STD. 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. UTILITY COMPANIES PHONE NUMBERS SOUTHERN CALIFORNIA EDISON CO. (CONTACT MIKE CALLEN) (909) 930 -8540 SOUTHERN CALIFORNIA GAS CO. (800) 227 -2600 VERIZON (CONTACT GLEN HOSCH) (909) 469 -6327 CUCAMONGA COUNTY WATER DISTRICT (909) 987 -2591 (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 227 -2600 SHEET INDEX 1. Title / Detail Sheet 2. Traffic Signal Plan (4th Street at Golden Oak Road) 3. Signing and Striping Plan (4th Street at Golden Oak Road) OF NOTE: SPECIAL PROVISIONS FOR NA THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER 1 CVWD Data Collector Project OP, ,s. ; Eq.6 31-4 NO. DATE CITY ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION AND SIGNING & STRIPING PLANS 4TH STREET AND GOLDEN OAK ROAD /_SMIDERLE LOOP VINEYARD PARK TRACT NO. 16901 DRC 2006 -00516 APPROVED of CITY ENGINEER DESIGN J LSE DRAWN LSE CHECKED . . . . Ca18ILTINO 5050 AVENIDA ENCWAS, SUITE 260 CARLSSA CALI/F}�SNIA 92008 /7 47 .9195 92008 om �7y,c N L R.C.E. 62562 D� DATE: R.C.E. 2 953 RECOMMENDED JA& SHEET OF 3 DRAWING NO z�19 -s Q � W N o � � Qo ° W°�© 0 _ UJ o m ~ O O N ►- W W_ Z Q N 3 Q J SHEET INDEX 1. Title / Detail Sheet 2. Traffic Signal Plan (4th Street at Golden Oak Road) 3. Signing and Striping Plan (4th Street at Golden Oak Road) OF NOTE: SPECIAL PROVISIONS FOR NA THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER 1 CVWD Data Collector Project OP, ,s. ; Eq.6 31-4 NO. DATE CITY ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION AND SIGNING & STRIPING PLANS 4TH STREET AND GOLDEN OAK ROAD /_SMIDERLE LOOP VINEYARD PARK TRACT NO. 16901 DRC 2006 -00516 APPROVED of CITY ENGINEER DESIGN J LSE DRAWN LSE CHECKED . . . . Ca18ILTINO 5050 AVENIDA ENCWAS, SUITE 260 CARLSSA CALI/F}�SNIA 92008 /7 47 .9195 92008 om �7y,c N L R.C.E. 62562 D� DATE: R.C.E. 2 953 RECOMMENDED JA& SHEET OF 3 DRAWING NO z�19 -s 'CONDUCTOR SCHEDULE AWG /CABLE PHASE POLEi LOOPS PER CHANNEL NO. CHANNEL DETECTOR RACK #1 TYPE 1 1 —E -06 6 1. a z. a 01 2 1 2 1 2 2 PHASE 2 1 2 1 4 1.6 4 Q 2 1 —W -05 1 1 1 1 1 1 1 1 1 1 CSC .8 6 0 2 1 —S -08 1 1 1 1 200 W 1 1 1 1 7 6 4 2 2 —W -05 1 3 �3} 1 1 12 CSC s a 5 2 2 —E -06 14 4 - 1 1 9 d z.a © 2 21 16 3 200 W 21 21 TOTAL CABLES 3 CSC. /12 CSC Y2 4 2 3 3 2 2 1 1 8 6 V6 #10 LUMINAIRE 2 2 1 2 2 2 4 — #12 I.I.S.N.S. 2 2 2 2 2 2 40' 15' 01 DETECTOR • SEE PLAN SV -2 -TA SP- 2 -CS(N) N N 2 2 02 DETECTOR 2 2 2 2 04 DETECTOR 2 2 2 2 DLC 05 DETECTOR 2 1 2 1 2 2 06 DETECTOR 1 2 08 DETECTOR' 2 2 2 TOTAL DLCS 4 1 6 2 2 11 12 EMERGENCY VEHICLE DETECTOR CABLE 2 1 3 1 1 1 4 4 12 PR INTERCONNECT CABLE (I.C.) 1 1 *CONDUIT SIZE NUMBER 1 1 1 1 1 2 2 SIZE 2" 3" 3" 2" 2" 3" 3" ■ = REMOVE EXISTING CONDUCTORS IN ALL RUNS ANU IN I UUN IKULLtK. INSTALL NEW CONDUCTORS AS SHOWN IN THE CONDUCTOR SCHEDULE. * = EXISTING TO REMAIN • = NEW DLC EXISTING RUNS w S S N > 4TH STREET 350' TO LIMIT LINO W i -W-02 i - -„ W _`� - - - - -- 2 — - - - -- — •C, 1-DLC R7w DETECTOR SCHEDULE SENSOR DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL NO. CHANNEL DETECTOR RACK #1 TYPE 1 1 —E -06 6 2 1 2 1 —W -02 2 2 PHASE 1 1 —N -04 4 4 2 2 1 —W -05 5 1 MAS(M) 1 1 —E -01 6 1 3 2 1 —S -08 8 2 200 W 1 2 —N -04 7 4 4 2 2 —W -05 13 3 �3} 1 2 —W -02 10 4 5 2 2 —E -06 14 4 - 1 2 —E -01 9 2 6 2 2 —N -08 16 3 200 W 1 EVP 06 EVP 3 — 7 2 EVP 02 EVP 4 — �5} 1 EVP 08 EVP 5 — 8 2 EVP 04 EVP 6 — CV WD Construct ion Notes 13 Furnish and install (1) ZOA - 1p circuitbreaker in metered portion of power pedestal. 14 Pu113 - #l2 THHN conductors in existing conduits using water tight connectors. 15 Furnish and mDuntLI) CCL1100 ITRO.N Collc&rlo light pole arm. CIVIL 00*'CALIFOPN`P v � PR I VATE GOLDEN OAK ROAD ! 22' 22' 18' 12' „ 16' II II li -N +04 2 -N-04, EX. TRAFFIC SIGNAL CONSTRUCTION s AND MAINTENANCE EASEMENT 20 0 20 40 60 GRAPHIC SCALE gm 2 I J \ L 13\ 0� t ZI POLE SCHEDULE(E) STANDARD LUMINAIR HPSV PLACEMENT SIGNAL MOUNTING PED PUSH BUTTON I.I.S.N.S. No TYPE HEIGHT SIG. M.A. UM. M.A. E B C VEH MA PED PHASE ARROW ;1} 17 -2 -80 30' 15' 15' 200 W SEE PLAN SV- 3 -TB(M) MAS(M) SP- 2 -CS(M) 2 N —" Fourth (M) 2 26 -4 -80• 30' 40' 15' 200 W 5' - 4' SV -1 -T SP- 1 -CS(N) 4 -- r Wden Oak �3} 1 -A ,0' - - - - 6' 3' TV- 2 -T(M) - SP -1 -CS 6 -- - 4 19 -2 -80• 30' 25' 12' 200 W 6' - 3' SV -1 -TB MAS SP- 1 -NN) 6(N) --- Fourth ST 9 �5} 15 30' - 15' 200 W - 4' 3' SV -2 -TA - SP -1 -CS 8(N) -- - ;6} 26 -4-80 30' 40' 15' 200 W SEE PLAN SV -2 -TA SP- 2 -CS(N) N N `� (M)5m14trtt' Loop —s • POTHOLE POLE LOCATIONS PRIOR TO ORDERING POLES. �X} EXISTING POLE (E)= EXISTING TO REMAIN UNLESS OTHERWISE NOTED OX = NEW POLE (R)= RELOCATE NOTE. (M)= MODIFY ALL EXISTING AND NEW PEDESTRIAN PUSH BUTTON ASSEMBLY TO BE ADA TYPE PER (N)= NEW SPECIAL PROVISIONS. MODIFY AS CONSTRUCTION NOTES: NECESSARY. 1I REMOVE AND SALVAGE EXISTING POLE, MAST ARM, AND R34 -2 SIGN. REMOVE FOUNDATION COMPLETELY. RELOCATE EXISTING SV -1 -T, SP -1 -CS, IISNS, EVP, AND MAS HEAD TO NEW POLE. FURNISH AND INSTALL NEW MAS -5A HEAD PER DETAIL SHEET 1 AND POLE SCHEDULE. FURNISH AND INSTALL HORIZONTAL IISNS MAST ARM PER DETAIL SHEET 1, AND INSTALL RELOCATED IISNS PER DETAIL SHEET 1. aREMOVE AND SALVAGE EXISTING POLE AND EQUIPMENT. REMOVE FOUNDATION COMPLETELY. FURNISH AND INSTALL NEW POLE AND EQUIPMENT PER POLE SCHEDULE. FURNISH AND INSTALL R3 -4 SIGN ON MAST ARM. RELOCATE PPS TO NEW POLE. aREMOVE AND SALVAGE EXISTING VEHICLE HEAD. FURNISH AND INSTALL NEW 5- SECTION HEAD PER DETAIL 'C' SHEET 1. ® REMOVE AND SALVAGE EXISTING VEHICLE HEAD. FURNISH AND INSTALL NEW 3- SECTION HEAD PER POLE SCHEDULE. FURNISH AND INSTALL NEW 3- SE07ION VEHICLE HEAD PER POLE SCHEDULE. ® FURNISH AND INSTALL SINGLE INPUT EVP PER DETAIL SHEET 1. QREMOVE AND SALVAGE EXISTING MAST ARM SIGN. FURNISH AND INSTALL NEW MAST ARM SIGN PER CALTRANS STD. PLAN ES -6T DETAIL U. SIGN AS NOTED ON PLAN. ® FURNISH AND INSTALL NEW MAST ARM SIGN PER CALTRANS STD. PLAN ES -6T DETAIL U. SIGN NOTED ON PLAN. QREPLACE REAR OPAQUE PANEL WITH CITY OF ONTARIO LEGEND REQUIREMENTS PER LEGEND DETAIL SHEET 1. 1 Q ADA COMPLIANT PEDESTRIAN RAMP PER CITY OF ONTARIO DRAWING NO. B -2006- 01930. in, REMOVE AND SALVAGE EXISTING R96 SIGN. 12 MODIFY EXISTING TRAFFIC CONTROLLER ASSEMBLY TO PROVIDE NECESSARY APPURTENANCES TO OPERATE NEW SIGNAL PHASING, AS INDICATED ON THIS PLAN. _ i EX 2 C 2412 4 410 218 -- — - — -- – W- -- - -- --- - --- -- ------------------------------ M - - - -- - -- — - - -- — 06 N "11�00 - ----- - - - - -- --------------------------- ^ 1 -W -05 i i iv i -- i 2 -W -05i i °° R10 -12 _ L - -+ L - -� t= -'I- - - - - - -- 3 1 Y 32' W n -------------------------------- i i IX . R34 k; 04 - — —cr ----- - -- - - -- _ — - -- -- EX. 2 -C, 1-DLC PHASE DIAGRAM */ NOT USED 01 02 03 NOT } USED I � 05 06 07 08 * = PERMISSIVE LEFT TURN MOVEMENT. INSTALL JUMPERS IN CONTROLLER ASSEMBLY FOR ASSURED ANIT— BACKUP TO PHASES 1 & 5 "1o10 TRAFFIC SIGNAL CONSTRUCTION AND MAINTENANCE EASEMENT v_ R3 -4 l 7 50' - -- Tr IMRAW NGTON HOMES CALIFORNIA LATEST REVISION DATE 09/28/06 LATEST DELTA DATE: © 09/28/06 \ — IX. 2'C, 1-OLC, I.0 f s — - - — — - - - - - -- — — Y EX. EDISON HANDHOLE (SERVICE POINT VAULT #79345E)_ �- _ --- ;EX. TYPE III -BF SERVICE CABINET- - __n_ — - --- - - - - - -- - - } ECONOLITE ASC /3 -2100 TRAFFIC CONTROLLER 1 2 W 1 -rl l I TO BE INSTALLED BY OTHERS 2 -E-08 1 -E -01 y I 8 R,0 -12 �2\ i ----- - - - -- i I P�% i 4' POLES 1 dd 6 6 \I 1 1/2 "C, DL 2 -S 8 1- -08 \ in •- w PRIVATE SMIDE'RLE LOOP CITY OF ONTARIO RECOMMENDED B - APPROVED BY _! X11079 CITY ENGINEER C.E. No -70'x- AT 9 .6 DATE 62562 Eq. 03-31-01, s EX. 2_C _i DLC, I.C. RC 2'C I.C. — W _ TO ARCHIBALb AYE -�' - — — ----------------------- - - ---{ ; - -- - - - - --- T _ - - - ---- - - - - -- Ir - -� ' - 1 -E-06 t 350' TO -- I ~LIMIT LINE`- ___ _____ ___________ ____ _____ ______ _______ _________________________ _ _____ CITY OF' RANCHO CUCAMONGA W W NOT SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER 1. STRIPING LAYOUT SHALL BE FIELD APPROVED BY THE ENGINEER PRIOR TO FINAL STRIPING. 2. LINES WITH NON - REFLECTIVE MARKERS SHALL ONLY BE INSTALLED WHERE CALLED FOR ON THE PLANS. 3. ALL LEGENDS, SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. 4. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF, SHALL CONFORM TO THE CALTRANS U2i SPECIFICATIONS. TRAFFIC MANUAL, MArN ENANT IA STANDARD PLANS, AND CITY STAN -DAM PLAN NO 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 5. PROCEDURES FOR PANTING OF STRIPING AND PAVEMENT MARKINGS, AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL. POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL. POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY ENGINEER PRIOR TO THE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H, UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRICTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY ENGINEER. 6. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401 -A 7. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NA. 401-B. NOTE: ALL EXISTING STRIPING OR PAVEMENT MARKINGS DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN KIND. PRIVATE GOLDEN OAK ROAD i 31 Ii I I; 22: ^22' I 16': 1 �'If 16' I I I II � I II I LIMITS Of.RSSTRIPINi i1 t (R26S - E R26S -- — ------ —---------- R /W -- -- -- _t - = - -_ - — — — — — -------------------------------------- — — — — --------------------- x --- - -- --- - -- -- - -- M N 4TH STREET -- ----- ------ -- --- -- - --- — r` __ - --- -- -___ -- _ - ---- - -- -- _ --------------- -- =_ --- — r I - - - - -- -- -- - - -- ___ - -- ___ ___ .__ ___ ___ ___ _ __ _ ___ __. __.. _ ___ ^ ____ _______i , 22 4 —{2 /W— — — — — — — — — — — — — � W41 350 FEET FROM I `_I R26S rRMI.q WAI K 2' 12' 12' WARMINGTON HOMES CALIFORNIA LATEST REVISION DATE 09/28/06 LATEST DELTA DATE: © 09/28/06 FE EXISTING TO REMAIN. O1 RES7RIP.G. FXiSTiN4 s"'t'"wer- 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 56, 82 84 AND 85 OF THE CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND CITY OF ONTARIO SPECIAL PROVISIONS FOR SIGNING AND STRIPING EXCEPT AS INDICATED HEREIN. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR REPLACED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO 13E RELOCATED BY THE RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND /OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKING SHALL BE DONE IN CONFORMANCE WITH SECTION 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. 5. ALL SIGNS NOT RELOCATED SHALL BE INSTALLED NEW AND SHALL BE 3M DIAMOND VIP GRADE OR EQUIVALENT WITH SERIES 1160 PREMIUM PROTECTIVE OVERLAY FILM. 6. SIGNS NOT MOUNTED ON STREET LIGHTS SHALL BE MOUNTED USING TELESPAR 2OF12 -2, 12 GAUGE POST(S) WITH QUICK PUNCH HOLES, TELESPAR 25K- 12 -S -2.4 ANCHORS AND TELESPAR TL -220 DRIVE NUTS. 7. ALL SIGNS SHALL BE BLOCKED, OR BLOCKED AND BRACED IN ACCORDANCE WITH NOTE #2 ON CALTRANS STANDARD PLAN RS2. BLOCKS SHALL HAVE A 3/8-HOLE IN THE CENTER SO THAT THEY ARE HELD IN PLACE BETWEEN THE SIGN AND THE POST BY THE CENTER MOUNTING BOLT. 8. IN CASE OF ACCIDENT INVOLVING SAFETY MATTERS COVERED BY SECTION 6409.1B OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO. 10. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT TWO WORKING DAYS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT -OF -WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.30F THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 11. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE N0. 9, ON THE WEST SIDE OF COLUMBIA AVENUE NORTH OF DEODOR STREET. 12. ALL CONFLICTING STRIPES, PAINTED SYMBOLS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED (WET BY SAND BLASTING FOR PAINTED LINES, GRINDING FOR THERMOPLASTIC). DEPRESSIONS IN THE PAVEMENT SURFACE RESULTING FROM GRINDING OR REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE PATCHED AS NECESSARY TO MATCH THE SURROUNDING AREA. �� - - — - - -- - - - LIMITS -Qf RP;tAIPI ^- E R26S _ _ E W41 Ln - } mot I R26S'D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - -- - - - - - ----- - --- -- 6 5 100 8 D- - - - -- s< - -- - -- I` --- - -- -- - - - - -- - -- fP. N 0 150 - , M CITY Or RANCHO CUCAMON - __= CITY O ONTARIO=== - - - - -- ------ --- - - -- - __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ _ _ ___ __ _ ___________. d E R26S— _ — — _ _ R26SnE \ 3u PRIVAIE' SMIDERfLE LOOP I 29' 0 REMOVE EXISTING CONFLICTING STRIPING (WET SANDBLASTING). 0 APPLY SOLID DOUBLE YELLOW LINE PER CALTRANS DETAIL 21 (THERMOPLASTIC). io a O APPLY SOLD 12- LIMIT LINE (THERMOPLASTIC). w Q U O APPLY SOLID WHITE LINE PER CALTRANS DETAIL 38A (THERMOPLASTIC). © INSTALL TYPE IV(L) PAVEMENT MARKING (THERMOPLASTIC). (12') EXISTING LANE DIMENSION 12' NEW LANE DIMENSION CITY OF ONTARIO RECOMMENDED BYL -7 cp' T APPROVED BY ?/io79 7 / r' CITY ENGINEER' C.E. No. DATE 40 GRAPHIC SCALE E* X31-0 -- — — — I - - - -- -- — — R/W — — - NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER