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HomeMy WebLinkAbout2408-2_1i 0 1L PUAKIC STREETS, CONY, AM STATE off"MAY UPM L"1004 OF THIK F)MTE#IOE 00 LEfGliT1EM Of ANY !!MATY FACILITY fIW Tft PROM dR ALL EXCAVATIOM SHALL BE COMPLE I ELY AND CO M NO LEGEND SHOWN INCORRECTLY ON THESE DRAWINGS, OR IMPROPERLY MARKED OR OTHERWISE INDICATED, STREETS SHALL BE COMPLETELY RESTORED. PRiliR TO REGINNMG ANY WORK, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM! CONTRACTOR SHALL IMMEDIATELY NO'THfY THE CITY, PROVIDING FULL DETAILS AS TO DEPT'IL THE CITY OF FONTANA, CITY OF RANCHO CUCAMONGA, STATE OF CALIFORNIA DEPARTMENT OF LOCATION, SIZE, AND FUNCTION. FIM 1RDDITON, SMALL INSPECT ENTIRE JOB SITE AT LEAST' ONCE IXAtiI�G TiRi 0-wEXIlT� t� myonw. TRANSPORTATION (STATE}, AND COUNTY OF SJlH! BERNARDINO TRANSPORTATION AND FLOOD DAY ON WEEK DAYS, SATURDAYS, SUNDAYS, AND HOLIDAY$ AND CORRECT ANY TRAFFIC CONTROL (COUNTY) FOR WORK TO BE PERFORMED WITHIN THE AREA UNDER THE JURISDICTION OF COIRTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY CONTROL, PAVEMENT (TEMPORARY AND PERMANENT1 OR BACKFILL DEFICIENCIES a-- EXISTWO WATER SERVIM EACH AGENCY. CONTRACTOR SHALL MAINTAIN AT LEAST ONE COPY OF SAID PERMITS ON THIL FROM THE UTILITY COMPANY OR ORDER FROM THE CITY. CONTRACTOR SHALL FURNISH AND PLACE CONTRACTOR STALL MMA TAW STRUT* IINf4AMU►IO M" JOB31TE. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE ALL NECESSARY PROTECTION AS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES REPAIR. VALVL VALVE$ I r Aft LAMM PRGMINiI _ OF GAD PEIMMiT-4L (INCLUDING CITY -OWNED UTILITIES) LOCATED AS SHOWN ON THE DRAWINGS OR WHICH HAVE BEEF� BE BUTTERFLY NAIVES. VALVES 1 a MARKED BY THEIR RESPECTIVE OWNERS OR OTHERWISE INDICATED AS STATED HE#3F11+I, AT NO CORT'IIRCT-Eml 3"lltt ReSPOM AT'!tY TO Att REQUESTS BY CITY NOIR ReINIUK AMS 2110A AR fiIAL,L ig VAi*SA CITY WILL NOT ACCEPT THE CONTRACT WORK UNTIL CONTRACTOR HAS SUIIWTTED A W TTW COST TO THE CITY. WORK CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESPOND TO SAID REQUESTS. STATEMENT OF COMPLIANCE (SPECIFICALLY REFERENCING RELATIVE COMPACTION AND ROAD SURFACE RESTORATION REQUIREMENTS) ADVISING THAT THE CONTRACTOR HAS COMPLIED WITH CONTRACTOR WILL CONSTRUCT PROPOSED PIPELMIES ADJACENT TO EXISTING UTLIT1ED ALL REQUIREMENTS AND THAT THE COMPLETED WORK IS ACCEPTABLE TO ALL JURISDICTIONS INCLUDING WATERLINES AND TELEPHONE FACILITIES. CITY HAS NO INFORMATION ABOUT MNAiililM COMPACTION OF TRENCH BACKFILL FOR SAID UTILITIES. IF SAID TRENCH BACKFILL FAILS DORM 1) PREPARATION Mon PROPOSED GRAVITY SEWER CONSTRUCTION OF THE PROPOSED PIPELINE, CONTRACTOR SHALL REMOVE AND REPLACE SAID t PIPELINE MATERIALS AND APPURTENANCES BACKFILL, COMPACT AS SPECIFIED HEREIN, AND REMOVE AND REPLACE ANY ASPHALT CONCRETE PERMANENT ASPHALT CONCRETE PAVEMENT SHALL BE IN AccoRawcE W111lTM PAUFfild 'IT AS R&QUIRSUD, ALL AT NO AG"TNO'NAL Gp&T To TNK C}T(• THESE CONSTRUCTION NOTES AND THE COUNTY AND STATE ENCROACHMENT � All VALVC BEDDING AND BACKFILL PERSIST RFC31 11REMENTS. THE MOST STi INGEbIT REQUNREME TS SHALL GOVEl IL PIPELINE MATERIALS FOR THE WATERLINE'{ SHALL BE 40 A4" CMLJCI IC WELDED STEEL, � CONTRACTOR SHALL SAW CUT PAVEMENT EDGES (1- M IIAUM EACH SIDE Or � •c.tiaWI PIPEMEMDERF FOR THE 30" FRI. INE WI f9N 1 SHALL HAVE A MIAIMK IM KIAl I. THlGNO+NESS LIE CONTRACTOR IS ADVISED THAT ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERNAL MAY IN TRENCH) TO STRAIGHT, NEAT, VERTICAL EDGES, EITHER PERPENDICULAR TO OA 0.16w, ENCOUNTERED DURING TRENCHING OPERATIONS. WHERE SUCH MATERIAL IS ENCOUNTERED, PARALLEL WITH THE TRENCH. ALL EXISTING PAVEMENT ADJACENT TO THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE CITY, EXCAVATE SAID ROCK OA TRENCH THAT IS DAMAGED, UNDERMINED, OR SCARRED AS DETERMINED BY THIS A TMRVST RACK UNACCEPTABLE MATERIAL, HAUL IT OFF SITE TO A LEGAL DISPOSAL SITE, AND FURNISH AND INSTALL CITY, SHALL BE REMOVED. CONTRACTOR SHALL EXCAVATE UNDERLYING 12" OR irm is vim -k BE SEMONES AM- FAIT.! I T -A AFQP N1® SUITABLE BEDDING AND BACKFILL MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENT$. SUBGRADE TO PROPER GRADE AND COMMPACT IT TO !di RELATNE CaMAPACTICNIM O SEWER MANHOLE CONTRACTOR SHALL NOT DISPOSE Of SUCH MATERIAL ON VACANT, PRIVATE OR PUBLIC PROPERTY MMiMiNJM. R**ING6 A6 R661WIREP TO FABRIGAT-E PIPE IN WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER AND THE CITY. TRENCH BACKFILL MANWAY � RMloiiti ' - _ - - - MATERIAL SHALL BE EITHER COMMERCIAL IMPORTED MATERIAL OR SELECT NATIVE MAT'ERMII 2} THICKNESS (SCREEMED OR WALA.SHIt6Q� UTILITY IMT'EwfEROME P!l14. Al�T'E PERMANENT ASPHALT CONCRETE PAVEMENT SHALL CONSIST OF A BASE COLVW LOCATION OF INTERFERENCE WITH TYPE (W - /E AND A FINISH COURSE HOT PLACED TO So THICKNESS MINNNUM PLACED OVER So UTILITY INDICATED BY ADBKMT10N EES, " OF CRUSHED AGGREGATE BASE AS DEFINED BY StPWG SGGTNAI M"j AIRNJ �/ COMPACTED TO 95% RELATIVE COMPACTION MINIMUM. A �' ATlO' �. �IC Sa TRENCH COMPACTION Q• � �15'I 4 PA04 LT OONCAETt M OSMON'T 9PlCIlIfE►7l0MS - TRENCH BACKFILL, AND POPE ZONE SACKFILL SHALL SE COMPACTED TO ,904 RELATIVE COMPACTION AM ANEAp (lTAT'1011Nis) VALVES 12" AND LARGER SHALL BE BUTTERFLY VALVES IN ACCORDANCE WITH AWWA 0-304 MINIMUM AFTER ALL SHEETING, SHORING, OR SHIELDS HAVE BEEN REMOVED. { THE BASE COURSE SHALL BE PLACED IN TWO LIFTS. BOTH LIFTS MAY SE PLACED (LATEST). VALVES 10' AND SMALLER SHALL NSE FLANGED RESIL.ILNT SEAT WA= VAI WLES N WITH A BLADE AND ROLLER. THE FLUSH COURSE SHALL HAVE A MMNAKNA AP AHKtI.E PONT ACCORDANCE WITH AWWA C-500 (LATEST). THICKNESS OF 1-112" AND SHALL BE PLACED WITH A SELF-PROPELLED MECHANICAL $PREADMK3 AND PAVING MMCHIMNt. BC BEGNNNINO CURVE Ctllrf"wTOR smALL NOTIFY CITY wmem Amy�T OF sAC'1 mt is e010PLIM ANC READY MR COMPACTION TESTING. AFTER SUCH NOTIFICATION, CITY WILL HAVE ALL NECESSARY TESTS MADS THE FINSH COURSE SHALL OVERLAP TRENCH EDGES V M INI MUK EDGES 040" - wv BUI TEMY VALVE BY A SOILS ENGINEER OF ITS CHOOSING. CITY WILL PAY FOR ALL PA33IK3 TESTS. CONTRACTOR BE STRAIGHT AND PARALLEL WITH TRENCH, AND EDGES SHALL BE FEATHERED TO SHAlI PAY FOR ALL FAiI,," TE&TZ. MEET EXISTING PAVEMENT. THE PAVEMIEAIT SEAL CQAT SWALL $E GVGT#dliLlf�L1 rA* BK BACK (sTATWMMNEj FEET MINMMUM BEYOND PAVEMENT EDGE. _ ifiAFT9i1k COMPACTION TESTS WILL BE TAKEN IN THE PIPE ZONE, IN THE BACKFILL ABOVE THE PIPE ZONE, AND oA CATV CAKE TELEVRS00111 IN THE SUBGRADE AT 300' INTERVALS MAXIMUM. IN ADDITION, COMPACTION TESTS MAY BE TAKEN ALONG ALL PIPELINE APPURTENANCES. CONTRACTOR SHALL ASSIST, AT NO ADDITIONAL COST Td ALL TRAFFIC STRTPiIAiO AND PAv'EIGiENT IGUCR10NG3 t31iC1iAAiR:'D OR >TE'M13VE'd � CL �� CITY, SOILS ENGINEER Id TAKING ALL COMPACTION TESTS. CONTRACTOR SHALL FURNISH AIL, CONSTRUCTION SHALL BE REPAIRED OR REPLACED WITH TEMAPORARY STRIPING Off 4LCEMIt'ERtJIK RLM EQtMPMENT (INCLUDING SHORING}, LABOR, AND MATERIALS NEEDED FOR SUCH ASSISTANCE. MAROON" BY METHOD APPROVED Si CITY PRIOR TO REOPENING STREET TO TRAFFIC. COMPACTION TESTING SHALL SE COMPLETED AND ACCEPTED BY CITY PRIOR TO HYDROSTATICA.EAKAOE TESTING OF THE WATERLINEl� MCA VYITIINM THREE DAYS OF PU4CEMEMT OF FINAL ASPHALT C�t>NiCR1ETE MVMTW►CML CEMENT MORTAR LINED - TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED OR REPLACED 0 CMLiC CEMENT MORTAR LNrH t COATEDWAS A�iirnOR0A1*1frE TN �sY SprcwcA I�IE. 4� tBs A� PNi�M�. (WELDED STEEL PIKE) 1. TRAFFIC CONTROL AND STREET RESTORATION REQUIREMENTS (CITY I 01 _11COUNTY, AND STAME - PERMIT REQUIREMENTS SHALL GOVERN IF MORE i AIR VALVE/SLOWOIsF CTION Pr" CSF CORREGATEO STEEL PIP* ii;iiWNGENT) AG*M 90104 *WPrg FillPIMOR TO CONSTRUCTION OF AMR VALVE MMSTA�L,LATI Nk BLOWOPFNMSTM+LATMONS, ® C.T.T. CUT -Ta -m A TRAFFIC CONTROL AND CONNECTIONS TO THE EXISTING SYSTEM, CONTRACTOR SHALL EXCAVATE AND EXPOSE AMO­t� AAA EXISTING UTILITIES AND REQUIRED CONNECTION POINTS TO DETERMINE EXACT LOCATION OF EACH. 0 DIAMETER ALL CONSTRUCTIOM SIGNING, LIGHTINIS MND RPOCADWO SMALL COMPLY VMITM IN ADDITION, FOR EACH CONNECTION LOCATION, CONTRACTOR SHALL DETERMINE OUTStm CONTRACT DOCUMENTS. TRAFFIC CONTROL REQUIREMENTS MAY BE MODIFIED BY THII DIAMETER AND TYPE OF EXISTING PIPE FOR EACH CONNECTION. CONTRACTOR SHALL FINRNISHI AND E ELECTRIC CITY, COUNTY, OR STATE AS CONDITIONS WARRANT. CONTRACTOR SHALL PROVIDE INSTALL ALL PIPE AND FITTINGS INCLUDING CUT -TO -FITS, REQUIRED FOR FIELD INSTALLATK*4 TRAFFIC CONTROL AS MODIFIED BY THE CITY, COUNTY, OR STATE. THROUGHOUT EACH NECESSARY TO CLEAR (4" CLEARANCE MINIMUM) ALL EXISTING UTHJTES OR INTERFERENCES, ALL E6 END CURYt WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES, BASED ON CONTRACTOR'S FIELD MEASUREMENTS AND ALL AT NO ADDITIONAL COST. AMR VAL11t ARROWBOARDS, AND DELINEATORS), AND SHALL MAINTAIN SAME IN ACCORDANCE VIII'T11 PIPING SHALL HAVE A CONTINUOUS UPSLOPE FROM MAIN LINE PIPELINE TO AIR VALVE. BLOWO" h FINIAL ORM THE CONTRACT DOCUAAENTS. PIPING SHALL BE LEVEL OR HAVE A CONTINUOUS DOWNSLOPE FROM MAINLINE PIPELINE TO OUTLET. � CONNECTION PIPING SHALL NOT HAVE ANY HKiH SPOTS, FM FIRE HYDRANT ML NWAOVIAO OR DAAt#A= CURB, GUTTER. SLK AND LANDSCAPNO SHALL LAE 1IMPL ACM AD FLO FLANOE CONTRACTOR SHALL PROTECT IN PLACE OR REMOVE AND REPLACE ALL EXISTING UTILITIES DIRECTED BY CITY. Lm PUBLIC AND PRIVATE IMPROVEMENTS UNLESS OTHERWISE NOTED INCLUDING, BUT NOT LIMITED TO, ALL BERMS, CONCRETE PAVEMENT, ASPHALT CONCRETE PAVEMENT, 4 FWJ FULLY WELDED JOINTS WALKWAYS, CROSS -GUTTERS, SPANDRELS, DRIVEWAYS, STORM DRAINS, LIGHTS„ LANDSCAPING, LANDSCAPING MATERIALS, LANDSCAPING IRRIGATION SYSTEMS, GRADED AFTER WORK IS COMPLETED IN UNIMPROVED AREAS, CONTRACTOR SHALL RESTORE GROUND O GAS SHOULDERS, DRAINAGE SWALES, SLOPES, WALLS, FENCES, POWER POLES, AND SIGNS. SLIAfA TO THE SLIME EL.EMATt4lIS AND SLOPE AB FOUND PRIOR fi0 COHIsiAtNOfiiOii. CONTRACTOR SHALL CORRECT OR REPLACE ANY DAMAGED UTILITIES OR IMPROVEMENTS AS PART OF THE CONTRACT WORK AND AT NO ADDITIONAL COST TO CITY. CERTAIN CAM of io" IN CITY WILL SURVEY RESTORED GROUND SURFACE TO CONFIRM ITS ELEVATION AND SLOPE. IF EXISTING IMPROVEMENTS ARE SPECIFIED ON THE CONSTRUCTION DRAWINGS TO BE ADDITIONAL SURVEYS ON ARE REQUIRED BY CITY TO CONFIRM PROPM 14"TOMTIOF GROWS ®B GRADE �� PROTECTED IN PLACE OR REMOVED AND REPLACED. CONTRACTOR SHALL PROTECT IN SURFACE, CONTRACTOR SHALL PAY FOR SAID ADDITIONAL SURVEYS. PLACE OR REMOVE AND REPLACE ALL EXISTING PUBLIC AND PRIVATE IMPROVEMENTS GRP GALVANIZED MOOD POPE WHETHER THEY ARE SPECIFICALLY NOTED ON THE CONSTRUCTION DRAWINGS OR NOT. E. TEST PRESSURE ALL CURBS, GUTTERS, AND SIDEWALKS TO BE REPLACED SHALL BE COMPLETED bWTMMM F HPI HORIZONTAL KW QP MIFIECTIQl1 SEVEN DAYS OF ACCEPTABLE TESTING OF THE PIPELINES. ALL WATERLINES,, FRTIiAS,, AND APPURTENANCES SHALL SE TESTI AT Zi PSI E DURING REPLACEMENT OF CURB AND GUTTER, CONTRACTOR SHALL REPLACE SECTIONS N W 00 +� V L.MIEAA FEET ACCORDANCE WITH THE BASIC PIPELINE SPECIFICATIONS. VALVES SHALL BE CAPABLE OF OF CURB AND GUTTER BETWEEN CONSTRUCTION JOINTS. WHERE AIR VALVES OR o = 0 ; srJliD TABT IN A CLAifiD PEMSITHENI*L BLOWOFFS WILL BE INSTALLED IN EXISTING CONCRETE OR ASPHALT CONCRETE "� ~ ai PE PLAIN END PAVEMENT AREAS, CONTRACTOR SHALL REMOVE AND REPLACE SECTIONS OF SIDEWALK 3 z 0 OR ASPHALT CONCRETE PAVEMENT AREAS AS REQUIRED TO ACCOMMODATE SAID 3 o N PVC POLYVMlYL CHLORIDE PIPE) APPURTENANCES. AREAS SHALL BE SAW CUT AND SIDEWALKS SHALL BE REMOVED IN COMPLETE PANELS. IF COLORED SIDEWALK IS RrdrlailTeO, CtNNTRACfiOR SHALL REPLACE 7-:5 z *- MCI0 SAM BE04AR9MMA 000W'fY IUM F. WITH COLORED SIDEWALK TO MATCH EXISTING. ©W F-- zo N W CONTROL DISTRCIT - W PIPetlfaes OR ARE UNDERNEATH MS 11 0 CC z� c3 0 0- * 0 rn ( _ 0 RJ RESTRAINED JOMIi WELDED STEEL PPE JOINTS SHALL BE FULLY WELDED AT LOCATIONS SHOWN ON THE o ►- co W $ 1- D�GIJLWAIJNsIGS. CONCRETE SPANDRELS OR CROSS GUTTERS, CONTRACTOR SHALL REMOVE AND REPLACE + z <'- z + �- SAID SPANDRELS OR CROSS GUTTERS. SPANDRELS OR CROSS GUTTERS SHILL BE SAW ao 0= `j g rn u 3. CONSTRUCTION TOLERANCES cur AT EXLSi'NNG CONZTiRUCTKMN JOINT* ANMD UNL.FSi tiMBCTrB ©fitiERWIBE v J W W •- Z> S SEWEw BY CITY. W j z3a a� f< c0i so SLOPE THE WATERLINES SHALL BE CONSTRUCTED 00 THAT ACTUAL FLOW LINE ELEIAAT#�1M An VMTHMM SO STORK DRAMA 0.1 OF DESIGN FLOW LINE ELEVATIONS. i mu LULIKS PIPELINES, WHEN SFy SEWER F�� MWINSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGNIC� R � BY OTFIF A SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED 30 THAT ACTUAL PIPELINE PROPOSED 30" WATER Li ✓ v` + _.. _ 30" WATER UNE -amp ' +q T CiNTiALINrrS M WITHIN S.1 ' OF DEHONM SP041 LINE CE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE 6*16*1046 GfRErm* %4PROVEMEOFF6 1141"WGING 1-0,N86-6-406 AND 11414110_0* 001 `01`114 A*. 10• f T(FO) TELEPHONE FIBER OPTIC CARE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST CITY AS REQUIRED TO CONFIRM TR TRAFFIC COMPLIANCE WITH CONSTRUCTION TOLERANCES. CONTRACTOR SHALL.MAKE OR ASMT IN MAKINSi X' WAT6iR6INQ. - ALL NECESSARY MEASUREMENTS AS DETERM PAD BY Cmr. SMALL, CONNECTION DETAIL STA, 19+00* TY!' TYPICAL CONTRACTOR Ai A MMNBAt1MM, HAVE ACCOMPLEHNEO BY THE Of EACH WAii�OiMt 4r UTILITIES DAY THE FOLLOWING: N.T.S. UNK U"KNOWN UTKM VVM` E UNDERGROUNDtMUrYFACILITIES(CONDUC I OR CONIRM FOR WATER, GAS, SEWER, 1) ReMOVAt Of ALL DEBRIS A7<ND CONS rRUC 110 IN 1aArl-RIALS 1011111011111 PUKX 81PER i , NOTES: W WATER TELEPHONE, ELECTRIC POWER, CABLE TELEVISION, OR OTHER UTILITIES) ARE SHOWN ON THF -311 CONSTRUCTION RIGHTS-OF-WAY, AND PRIVATE PROPERTY. DRAWINGS, CONTRACTOR ----- 1. PRIOR TO CdNSTRUCTION• CONTRACTOR SHALL EXCAVATE ANO EXPOSE Wsp WELDED STEEL POPE TO EiKiRV PAACH%L 4 L OR lt ASSUME THAT A SERVICE LATERAL FROM EACH UTILITY FACILITY M ReMOVAL OF L TRAPMC COWROL WIN" TRAPPC 00I TROT i FOR EXISTING 30" BUTTERFLY VALVE AT THE CONNECTION POINT TO DETERUf 4E Ml6PiRfiY WHETHER OR NOT A SERVICE LATEiAL IS SHIOWIL SAFETY EXACTA LOCATION (HORIZONTAL AND VERTICAL). CONTRACTOR SHALL INSTALL X:T x TO Y VERT 30" PIPELINE SO FLOWLINE ELEVATION AT STA. 18+90.00 MATCHES THE NOS. • AT LEAST 4S HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHMILl REQUEST � f�LHNs ALL EllC#�rAT10NB WTlTI � BACI�F?Lt Ar1B � � FLOWLINE ELEVATION OF THE EXISTING 30" BUTTERFLY VALVE AT STA. 19+4*. . UNDEN!©RtOUhID SERVICE ALERT (1-500-422-4133) AND MON-MEMBER COMPANIES, OR UTILITIES TO MINMAUMA TEMPORARY ASPHALT CONCRETE PAVEMENT (WHERE EXISTING 2. AFTER �• � � OM fCTES � NaT M MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES INCLUDMIOr ASPHALT CONCRETE PAVEMENT WAS REMOVED COMPACTED AND ROLLED CITY. CONTRACTOR SHALL REMOVE 30" BUND FLANGES AND IN�CST� 1 Flic BUT NOT LIMITED TO, STRUCTURES I NCL.UDMNG VAULTS, MAIN CONDUCTORS OR CONDUIT$, ANO }� L CON-- SiS1pCFi CGIINGCTiONNI SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT NECTION PIPING BETWEEN STATIONS 18+90.00 AND 19+00t. TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH CONTRACTOR SHALL INSTALL ALL CONNECTION PIPING, BUTTSINIMS, FtAt*;M AT LEAST 10 DAYS IN ADVANCE OF CONSTRUCTION, OR A MIND M OF 1,000' AHEAD Of TRENCH K AND FLUSH WITH ADJACENT PAVEMENT, ROILED WITH A STEEL WHEELED AND FITTINGS AS REQUIRED BASED ON CONTRACTOR'S FIELD MEASUREMENTS CONTRACTOR SHALL EXCAVATE, EXPOSE, AND DETERMINE ("POTHOLE-) THE EXACT LOCATION AND RAVFMAFNT ROLLER, ASND PROP GRLY MOA NTAMTO COMPLETE CONNECTION PiPO4. DEPTH OF EACH AND EVERY POTENTIAL INTERFERENCE, INCLUDING, BUT NOT LIMITED TO, ALL 41 CLEANING (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAY!, 3. CONNECTION PIPING SHALL BE KEPT CLEAN DURING INSTAL.LAT� AND SHALL . FACILITIES SHOWN SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR WHICH HAVE BEEN MARKED BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS CAUSED BY CONTRACTOR'S GUTTERS, SIDEWALKS, BIKEWAYS, TRAMWAYS, AND ALL OTHER WORK AREAS. 13E SWABBED WITH CHLORINE BEFORE 1NSTALI„ATION. � (CONTRACTOR MAY BE REQUIRED TO WASH AND/OR SWEEP WORK AREAS MORE FAILURE TO PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL NOT 8E El IGIBLL (CONN ONCE A DAY AS DETERMINED AND AS DIRECTED BY CITY.) 4. W TME 30" WATER UNE BY OT14ERS BEGINNING AT STA. T#+IIQ* IS NOT FOR EXTRA WORK COMPENSATION OR TIME EXTENSION' COMPLETE, CONTRACTOR SHALL END CONSTRUCTION AT STA. 18+90.00 AND DELIVER CONNECTION PIPING (STATIONS 1 a+90.00 TO 19+00*) TO CITY'S YAM BENCHMARK: CALTRAW MOMLIME#iT PSS, 20 KRAAs CAN', L.S. 4319 FOR SEC. 23, 24. 2S, AND 26. ELEVATIOW. 1572.30 JA_141 1, 1 THE CENTERLINE OF SUMW AVENUE WAS TAKEN AS N 89'58'45' W PER AMENDING MAP, TRACT NI 0.13730. FUD IM YAP BOO 250 PAGE 50, RECORDS OF SAHs BERNARDINO COUNTY. CALIFORIOA. (socK and Bow) BlD ND. S8 -31-9r1