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HomeMy WebLinkAbout1627-S H D LE ' 4, 28' P O L E H E D U L E s' STANDARD ARMS D . i BT. GNAL N1 • I.LS.N. _ r AM CIRCUIT —3? TYPE HT. SIG. Wil r.5.v. PHASE k, .R4 iHIC�E 'ED. gESSAGE,&AA.A A B J J J J - 3 I I BRIDGE STRUCTURE • ?9-5-80 25 50 15 250 W 6 E M MAS WAS SV-1-1 1-Termoso 3 3 J J 3 3 - - W �' I I 1-A 10 - - - 8 S - TY - J 1 J 3 3 14 I ( • , 3" BRACKET 17A-J-80 J5 ' CAP 12 250# - - - SV-1-1 - hourth -11 J J - - - - - I I STN 10' O.C. 1-A - - - 8 S -- - TP-1 5 J - 3 J Z I • TYPE 15 25 - 15 25OW 2 W - SV-2-TA SP- 1-l - 02 t. J J 16 - J J - J J J 3 J J J - HEAVY DUTY TERMINAL W 10 3 I 3 CONDUI T BLOCK 29A-5-80 35 50 15 250 W 2 W M AAS MAS SV-1-T SP-1- T urner 7 _ _ _ _ _ J J J - - - - - I 3 x I I II •� 1-A 10 4 N IV 1-T SP-i-T 5 3 J - - - - VIDEO - - o I I 24-4-80 25 20 12 250 W 4 N r MAS SV- 1-T SP-1-1 rourth 5 1 02P - - - - - - COAXIAL W 22 JS - 15 250 W 6 E SV-2- TA -1-T 3 CABLE # Pxf SHALACCEPI FUTURE 15 GNAL ARM. P OVDE HDRAW FOR APP . VK • • Pl?�OR TO MWACTWX OF XN - - : : I I „ , • SPECIAL POLE HEIGHT. _ - - _ _ _ 00 2 1/4 x 3 RED HEAD AP?09 SHALL PO1N1fT AIQRTfiERIY • • ANCHOR 1 TR p - - - - - 1 1 1 • • 3/4 DIAMETER PB µPPS - - - - - - - - 1 1 1 1 - EMERGENCY VEHICLE 1 I 1-DLC I j PREEMPTION DETECTOR ANCHOR BOLTS r--6--) 06PP8 1 1 1 l - 1 1 1 1 l 1 1 0 I I ; 1.5 C. DL TIED TO 14 BARS SCALE: 1 " 20' I A A PP CAr!< JN 1 1 1 1 i 1 1 I / I 11 / x J A ARr J J J J J J J LSU. POWifR CABLE s I / 1.5 TO .75 ASTRO Mini MOUNT t5 J 15' 6' 12' 14'/ /// REDUCER OR APPROVED EQUAL ( I • TDT -01 14 7 1 4 4 4 1 1 I j LLSN. - - � W l / / CAMERA SHALL BE ROTATED INSIDE THE ENCLOSURE AFTER INSTALLATION, TO PRO%DE PROPER ALIGNMENT. 0 SIGNAL POLE �" ARS Cl11Wf#�JiV 1 l 1 1 1 — = j 7 C / 14 MAST ARM nFn TYPE i-A POLE 1— UI�+�'AtRE CR 1 - - - - - - © UNPAINTED ALL"NUM W4GED DOOR TERMINAL COMPARTMENT. INSTALL ON SACK OF POLE I — � BARS PCC WALK Q tiv (/IWlINA1RE - - - - - - - - © I.S.U. PO%ER CABI._E AND COAVAL %DEO CABLE TO RUN CONTINUOUS TO UNPAINTED HINGED DOOR \ MODEL 511 ON POLES Q do © o_ TCT 1 WR%PN AL COMPARTMENT. - I I / / 1 \\ li /� MODEL 522 ON POLE ® F EX1. T. BOX 3 CLEAR INSTALL BNC BARREL TYPE CONNECTOR BETWEN RG-SB/U %DEO COAXIAL 06 i DIC - - 1 1 - 1 1 1 - - - - _ CABLE AND BELDEN 092.1 COAXIAL CABLE. 2 CONDUIT TWE I 1 v r2 s `�\� // EMERGENCY�VEHICLEDE_TECT_...,,,.QR5 SECTION A—A STANDARD PLACEMENT EO COAX ABLE 1 1 1 - 1 1 - CONNECT I.S.U. PO%*R CABLE (/11 S.J.T. CABLE. BLACK, WHITE, GREEN) 1 i, \\ FROM %DEO INTERFACE PANEL IN CONTROLLER CABINET TO HEAVY DUTY DEJAIL J 4 IiGE POItfkCABI 1 1 1 - 1 1 - TERMtNAL BLOCK IN TERMINAL COMPARTMENT. OVERHEAD UTILITIES Ri I,r 6 �' r1 4 p - \\ W C tf 1 1 1 1 - 1 2 1 ' 1 i 1 - TO REMAIN 9 - \ OVERHEAD UTILITIES TAIL TAI ETAIL A O \ 10 / TO REMAIN CONDO t SPA 2 J 2.5 2 3 J J J 2-1 ?-3 ?-? ��._ - - • WALLPUL ROPE 09 Y w AD O WNAL 2 CONOUI I — — � — — — -. _ rsP,�- r L ` r? - a R2(55) a _— _. ----- — -- -- — --- - ------ — —- -------- - - --- — -- — I.- ' �(F r� — — — — — 12 1 4 Q0� 02 285' TO X-WAIx 16 3 FOURTH , N 5 } Yr W4 re 1 WDEO DETECTION IONE(TYP.) 16 ` OVERHEAD UTILITIES 1 TO BE ADJUSTED BY CONTROLLER DETECTOR INPUT (TYP.) _ EDiSON _ _ - CITY OF RANCHO CUCAMONGA , r� _ _ C l T-Y_ 0� ONTARIO 285' TO X-WALK ti' / 4 l / 2 C. W PULL ROPE. 1 ! 5 ' �, VP3 7 W dd r w '� , /j 1 � �' �, 2.5"C. 1-SAC., i-DLC do PULLROPE � STREET / / I b 4 7o 4P 0 } i / O / r.# ! i 04P 13 06 i Fuf 1) i ' 04 06 r6P : t -� �^�G TE /� _ _ _ -�_ - -� 12P o R/ " R/W / �Q- / �T O / ► Q II ow7RACTW 91AU E� ormnE QEN RAL N TIS: i I 5 ? u R 1 © 2` C., 2-0, 4-110 2-112 BPLOCA)tdk fXC=l1 VA 1IOlII, !C1VA41. 1. ALL WORK AND MATERIALS SHALL CONFORM TO CAL TRANS STANDARD PLANS AND SEC TION 86 OF THE CAL TRANS STANDARD 1 COMM_ SPECIFICATIONS, BOTH DATED JULY 1992. EXCEPT AS INDICATED HEREON AND iN THE SPECIAL PROVISIONS. i EDISON CONSTRUCTION NOTES: JL ANY CONTRACTOR PERFORMING YIbRK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE SOLELY - 1 TING FACILITIES RESULTING DIRECTLY OF INDIRECTLY FROM HIS OPERATIONS, WHETHER r� ¢ 2 RESPONSIBLE FOR ANY DAMAGE TO EX S OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. i i W I I \ .. ❑ INSTALL TYPE 90 SYSTEM CONTROLLER (ECONOLt TE ASC�2-2120), AUTOSCOPE 2004 VIDEO DETECTION EQUIPMENT, AK FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE � s EMERGENCY PRE—EMPT AND APPURTENANCES 1N TYPE P" TS2—TYPE 1 ALUMINUM CABINET. SET TOP OF FOUNDATION a UTILITY LINE LOCA 77ONS WERE TAKEN j ! I AT 18" ABOVE GRADE WITH DOOR ON STREET SIDE. PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION z Ii � I I ❑2 REMOVE EXISITNG SINGLE SERVICE PEDESTAL. INSTALL NEW 120/240 VOLT TYPE Ili—CF SERVICE WITH 60 AMP 4, STATE LAW (SB 3019) REQUIRES THE CON I METERED SIGNAL CIRCUIT 15 AMP METERED 1.1.S.N.S. CIRCUIT. ON A SEPERA TE METER, INSTALL ONE 120 VOL T/30 NLWIRER PRIOR TO THE ISSUANCE OF THE CITYS ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND W I I 14' 12' 4' 15' 4a HOURS MINIMUM IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT AMP SAFETY LIGHT CIRCUITS AND FOUR 240 VOLT/30 AMP STREET LIGHTING CIRCUITS. PROVIDE TiMO TYPE V P.E. SERVICE ALERT (1-800-422-4133. ) 4 ( CONTROLS FOR I.I.S.N.S. AND STREET/SAFETY LIGHTING. POUR NEW FOUNDATION AROUND EXISiTNG SERVICE CONDUIT. ANY UNDERGROUND UTILITIES a, ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE CITY 1 a INSTALL TYPE "A" LOOPS ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF � INSTALL VIDEO DETECTION CAMERA PER DETAIL "A". THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CIO L.L._ i 1. MV CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE W ❑5 INSTALL E. V.P. DETECTOR PER DETAIL "B". CON TRAC TOR SHALL iMMEDIA TEL Y NOTIFY THE STATE DIVISION OF INDUS TRIAL SAFETY. 7 3 © INSTALL MODIFIED 1—A POLE FOUNDATION PER DETAIL "C". PERMITS AND BUSINESS LICENSES FROM THE CITIES OF ONTARIO AND Z ALL NECESSARY PE TS I I '� I I 7 REMOVE EXISTING STREET LIGHT STANDARD AND FOUNDATION 70 12" BELOW GRADE. SPLICE CONDUCTORS IN 7. THE CONTRACTOR SHALL OBTAIN L � ❑ RANCHO CUCAM'ONGA. 1 + I i I ADJACENT PULL BOX. •, THE CONTRACTOR SHALL OBTAIN A NO—FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO THE TIME , ' ® INSTALL 12 PAIR #19 CABLE IN EXISTING 1.5" CONDUIT TO CENTER AVENUE CONTROLLER CABINET ON S/E CORNER OF CONSTRUCTION WITHIN THE PUBLIC RIGHT—OF—WAY, THE CONTRACTOR IS REFERRED TO SECTION 7 10.3 OF THE STANDARD �-- `" SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (1,605 TO ). 10. L O. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED iN CONFORMANCE WITH THE REQUIREMENTS OF THE SOUTHERN ( R18-2 ❑g CONTRACTOR SHALL OBTAIN PERMIT FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT. CALIFORNIA EDiSON COMPANY. � � 1p CONSTRUCT WHEELCHAIR RAMP AND CURB RETURN AREA PER RANCHO CUCAMONGA Underground 5e�ce Apart 15' 32' S TD. 310. . ia. OSTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND DETECTOR LOCATIONS PRiOR TO FINAL PLACEMENT. 33' 4' COLI: TOU. FREE 11 LOOP FUTURE v5 CONDUCTORS TO TERMINAL COMPARTMENT. 11. ALL PULL BOXES ADJACENT TO MASTARM POLES, OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE #6. ALL OTHERS SHALL � —800 OTHERWISE SHOWN. CITY OF RANCHO CUCAlIONGA 227—ZW0 ME /NJ UNLESS 12 STREET LiGHT TO BE REMOVED BY OTHERS. BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE CITY OF RANCHO CUCAMONGA FOR INSPECTION. - 13 INSTALL 12 PAIR #19 CABLE AND TYPE "B" LOOP CABLE IN EXISTING 1.5" CONDUIT. 1Z. 4B PRIOR TO REGi G OF / ❑ / two wo�ct�ro or►rsi A SALVAGED 1 T SHALL BE DELI VERED 70 � ,� �� YOU � iJ. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR IF NOTED S �� INSTALL 3" LB CONDUIT FITTINGS AT CHANNEL WALLS. A LOCATION IN THE CITY OF RANCHO CUCAMONGA TO BE DETERMINED LATER. /OPPRVED J DA rMc CAD rrr +�e.� L BENCH MARK No, PLANS PREPARED B : -- QQOFEss,°� SHEET � OF - R E V I S 1 0 N S DESIGNED BY: LCA H mmoG Av C LQ4c. 9ARIA DATE BY APPROVED RCE No ���oQ� ��( �Zi G PLANM / 7 ��� � � IAND LiGCONTRACT A : �IL9 YR�I� SI�NALD TE ITh � TRA II. Consulting Traffic Engineers DRAWN BY: T ik w No. 9879 m DATE: aV97 REVIEWED BY: — _ � 275 (71) 731-9455 ItFX(714) 731-9498 2780 i �. iz-st-oo � ET AND TURNER AVENUE/HM "VoA AVENUE ACCOUNT D TE sT1lF Clv�� ��� DWG No. — CHECKED BY: T,G�H Z!�/�9 ��-'/1-9� g7 OF °���� ACCEPTED BY: n ATE— DATE: R?+97 CITY ENGINEER C.E. No. DATE RONALD E. WOLFORD R.C.E. No. 9879 44' 28' �32' 71 1 24' 24' JUIN EXISTING STRIPING i CITY OF RANCHO CUCAMONGA GENERAL NOTES:zZ, 7:1111=1n ' _. �. _._ _ _ I 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND MAINTENANCE MANUAL. 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON—PERFORATED UNISTRUT POSTS AND ANCHORI SIGNING AND STRIPING NOTES: SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE 2" x 2" AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE SIGN(S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET OF CLEARANCE ' OETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ; ' FLOOD CONTROL CHANNEL ABOVE FINISHED GRADE AND SHALL BE 2 1/4" x 2 1/4" x 30" LONG. POST SHALL BE ATTACHED TO THE ANCHOR ❑1 INSTALL THERMOPLASTIC 12 WHITE CROSSWALK WITH lO BETWEEN PARALLEL ADJACENT SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. R26B-1.1 a CROSSWALK LINES. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26, R26(S) �2 PAINT SOLID DOUBLE YELLOW LINE AND INSTALL R.P.M. 'S PER STATE STANDARD, DETAIL 22. AND NEIGHBORHOOD WATCH SIGNS ON GREEN 12 FOOT U-CHANNEL POSTS WHEN STREET LIGHT POLES ARE NOT ' AVAILABLE. i Q3 PAINT SOLID DOUBLE YELLOW LINE AND INSTALL R.P.M. 'S PER STATE STANDARD, DETAIL 29. J. PAINTING PROCEDURES FOR STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS REJ/Oi�f RED CURB W-) z FOR PUBLIC MARKS CONSTRUCTION, 1997 EDITION AND THE FOLLOWNG PROVISIONS: .r REMOVE AND SALVAGE EXISTING R18-2 SIGN 70 CITY OF ONTARIO. INSTALL W74 ON EXISTING POST. w 05 PAINT 4" SOLID WHITE LINE (LENGTH AS SHOWN), WITH TYPE G MARKER AT 25' ON CENTER. o. PAINT, PAVEMENT MARKERS AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL UNLESS OTHERWISE NOTED. PAVEMENT = � � © PAINT 8" WHITE LINE (LENGTH AS SHOWN) AND INSTALL R.P.M. 'S PER STATE STANDARD, DETAIL 38. LEGENDS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA S MAINTENANCE STENCILS. , �7 INSTALL WHITE LEGEND OR ARROW AS SHOWN (THERMOPLASTIC). b. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE REMOVED BY WET t: PAINT RED CURB SANDBLASTING. ® INSTALL SIGN(S) AND POST AS SHOWN. c. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND t1 `7 Q PAINT 12' w41TE LINE AT 45' AND 20' ON CENTER. SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY r ENGINEER. 10 REMOVE AND SALVAGE SIGN(S) AND POST AS SHOWN. at SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY EXISTING STRIPES. EXISTING STRIPES ' 11 REMOVE CONFLICTING STRIPING OR PAVEMENT MARKING BY WET SANDBLASTING OR SURFACE GRINDING AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW ONES, BUT IN NO CASE SHALL ANY SECTION OF REA1O0 f RED CURB AS APPLICABLE. THE AREA OF SURFACE REMOVAL FOR MARKINGS AND LEGENDS SHALL CONSIST OF A STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. R18-1 8 L1 SINGLE RECTANGULAR SHAPE, LARGE ENOUGH TO COVER THE MARKING OR LEGEND IN ITS ENTIRETY. REMOVAL AREAS SHALL BE SURFACE COATED WITH SLURRY SEAL. 4. SALVAGED SIGNS AND/OR POSTS SHALL BE DELIVERED TO THE CITY YARD AT 9153 9TH S TREE T OR TO THE CITY OF 21' ' RANCHO CUCAMONGA INSPECTOR AS HE DIRECTS. j2' 14' 12 INSTALL TYPE "N" MARKER AND R7A ON EXISTING POST. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF RANCHO CUCAMONGA. EY 2 I 6. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT TWO WORKING DAYS PRIOR TO THE TIME OF ; I CONSTRUCTION WITHIN THE PUBLIC RIGHT—OF—WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE ( PAINT RED CURB STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 9 R18-18 ' 15' 6 2' 14' 10 R26(S) 11 500' TO B.C.R. o_ W R1 BCR ECR -- -- -- -- -- -- -- -- ---cc-R�W -- -- -- - -- -- -- -- R�yy--- -- -- -- -- -- -- -- -- N FOURTH '12 TYP. 100' --- --•---------------------•------------' -------------------------- ----------------- - _ --- ---_ ------ --�_- ----- CITY OF RANCHO- CUCAMONGA OF �; - -- - CITYONTARIO_ 1 -- --- 100' Dy SCAB E: 1 40 s STREET C era. N 1 � N 7 c SNS , 10 N41- d 450' TO B.C.R. EC R CR � Nf 500' TO R C.R. 35' S 25' 11 TYPE N 8 CITY OF ONTARIO GENERAL NOTES: f 8' 4 14' CITY OF ONTARIO GENERAL NOTES CON T 1! R18-2 10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO. 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE 11. THE CONTRACTOR SHALL OBTAIN A NO—FEE TRAFFIC CONTROL PERMIT TWO WORKING DAYS PRIOR TO THE TIME OF CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL. AND MAINTENANCE MANUAL. CONSTRUCTION WITHIN THE PUBLIC RIGHT—OF—WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE 2. UNLESS OTHERWISE NOTED, ALL SIGNS TO BE INSTALLED SHALL BE REFLECTORIZED AND SHALL BE BLOCKED OR -tog, STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. BLOCKED AND BRACED IN ACCORDANCE WITH NOTE #2 OF CALTRANS STANDARD PLAN S 42-15. BLOCKS SHALL I J I HAVE A HOLE IN THE CENTER SO THAT THEY ARE HELD IN PLACE BETWEEN THE SIGN AND THE POST BY THE 1 CENTER MOUNTING BOLT. ` :) I UNLESS OTHERWISE NOTED SIGNS SHALL BE MOUNTED ON TELSPAR 20 F 12-2, 12 GAUGE POSTS USING TELSPAR 2SK-12—S-2.5 ANCHORS AND TELSPAR TL-220 DRIVE RIVETS. r3 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL NOT BE PLACED UNTIL SPOTTED, AND THE SPOTTING IS APPROVED I BY THE TRAFFIC ENGINEER. R S. SALVAGED SIGNS AND/OR POSTS SHALL BE DELIVERED TO THE TRAFFIC ENGINEER OR THE ONTARIO MUNICIPAL SER VICE 11 a R26(S) 0 CENTER 1425 SOUTH BON NEW AVENUE AS DIRECTED BY THE ENGINEER. ' ' m 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE R18-2 0 SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FORM HIS 17.5' 12' 114' 4 � OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 7. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH180 DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. 7 a W41-1 Underground Service Alert a ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE I E yo CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO I I I I I o Cali: TOLL FREE SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. I 1 -'800 9.' IN CASE OF ACCIDENTS IN VIOLVING SAFETY MATTERS COVERED BY SECTION 6408. 18 OF THE CALIFORNIA LABOR CODE, CITY 0 F RANCHO C U C A N 0 N G A 227-2600 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 33' 44' TWO WORKING DAYS AFORE YOU oIG APPR VE J �� ATE hlCi CAD fif.f: {�MfIP-STdwq R E V I S I O N S DESIGNED 8Y: D„�.M BENCH AIA1tK No. FLANS PREPARED BY: I IL RCFESS/p 2 MARK DATE BY APPROVED/RCE No 97 �a Q w tiq� SHEET OF Z DATE: � - CITYOF HmmoG AND CRAB I Nc. �0 SIGNING ANDIPINGSTRPLAN CONTRACT DRAWN BY: f lul-� Consulting Traffic Engineers � No. 9879 - Arn 97 REVw Exp. IEWED BY: l 275 Centennial Wo Suite 208 • Tustin, CA 92780 D ¢ -70 DATE (714) 731-95 FAX: (714) 731-9498 ,z 31 N, FOURTH STREET AND TURNER AVENUEMERMOSA AVENUE ACCOUNT r C O- ` CHECKED BY: T. ACCEPTED BY: - irY N .N R lyN” �A� 1Tf oF,o,��F �� Ao ZERO SOLVENT ERAJ BLENELLU DATE. ¢�Q� E Gi EE C E o D E RO ALD E. WOLFORD E. No. 9879 DATE