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HomeMy WebLinkAbout2408-2_31 7r Ft 114:,. 7r 1 () I i I J C) 7r 1Pr !!3 PUNA STIAEET% COLWY, Allam STATE R� WT"P MV UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR N ALL EXCAVATIONS SHALL BE COMPLETELY BACKFILLED AND COMPACTED AND LEGEND SHOWN INCORRECTLY ON THESE DRAWINGS, OR IMPROPERLY MARKED OR OTHERWISE INDICATED, STREETS SHALL BE COMPLETELY RESTORED. PRIOR TO BEGINNING ANY WORK, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM CONTRACTOR SHALL IMMEDIATELY 90TWY THE CITY, PROVIDING FULL DETAILS AS TO DUT)N. THE CiTY OF FONTANA, CITY OF RANCHO CUCAMONGA, STATE OF CALIFORNIA DEPARTMENT OF LOCATION, SIZE, AND FUNCTION. IN ADDITION, CONTRACTOR SiHALL INSPECT ENTIRE JOS SITE AT LEAST ONCE DURING THE EXISTING Fi K HYDRANT. TRANSPORTATION (STATES AND COUNTY OF 'SAN BERNARDI NO TRANSPORTATION AND FLOOD DAY ON WEEK DAYS, SATURDAYS, SUNDAYS, AND HOLIDAYS AND CORRECT ANY TRAFFIC CONTROL (COUNTY) FOR WORK TO BE PERFORMED WITHIN THE AREA UNDER THE JURISDICTION OF CONTRACTOR SQL NOT iNTERRUPT dR DISTURB ANY UTILi'TY FACILITY MMTHOUT CONTROL, PAVEMENT (TEMPORARY AND PERMANENT), OR BACKFILL DEFICIENCIES, t}-- EXISTING WATER SERVICE. EACH AGENCY. CONTRACTOR SHALL MAINTAIN AT LEAST ONE COPY OF SAID PERMITS ON THE FROM THE UTILITY COMPANY OR ORDER FROM THE CITY. CONTRACTOR SHALL FURNISH AND PUKE CONTRACTOR SHALL MAINTAIN STREET* INCLUDMiG BACKFILLED TRENCHES IN 3006 JOBSITE. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLK:AGLE ALL NECESSARY PROTECTION AS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES MALME, EVES 120 AM LAMCR $BALL PAOMMONS OF SAND PE1MWT& (INCLUDING CITY -OWNED UTILITIES) LOCATED AS SHOWN ON THE DRAWINGS OR WHICH HAVE BEEN BE BUTTERFLY VALVES. VALVES 10* MARKED BY THEIR RESPECTIVE OWNERS OR OTHERWISE INDICATED AS STATED HEREIN, AT NO CONTRACTOR SHALL RESPOND IMMEDIATELY TO ALL REQUESTS BY CITY FOR REMEDIAL AND SMALLER SHALL K GATT VALVES. CITY WiLL NOT ACCEPT THE CONTRACT WORK UNTIL CONTRACTOR HAS SUBMITTED A WRITTEi1 ADDRiONAL COST TO THE CITY. WORK CONTRACTOR SHALL. HAVE A AVOAAM TO ANGGPNGND TO SA0 4941wififf STATEMENT OF COMPLIANCE (SPECIFICALLY REFERENCING RELATIVE COMPACTION AND ROAD SURFACE RESTORATION REQUIREMENTS) ADVISING THAT THE CONTRACTOR HAS COMPLIED WITH CONTRACTOR WILL CONSTRUCT PROPOSED PIPELINE* ADJACENT TO EXISTING UTILITIES C. PERMANENT ASPHALT CONCRETE PAMEMM �■ PROPOGEd wATE�RR ALL REQUIREMENT* AND THAT THE COMPLETED WORK IS ACCEPTABLE TO ALL JURiStRCT101Ni INCLUDING WATERLINES AND TELEPHONE FACILITIES. CITY HAS NO INFORMATION ABOUT I�NpLVl�, COMPACTION OF TRENCH BACKFILL FOR SAID UTILITIES. IF SAID TRENCH BACKFILL FAILS DURING 1) PREPARATION .OM PROPOSED GRAVITY SEWER CONSTRUCTION OF THE PROPOSED PIPELINE, CONTRACTOR SHALL REMOVE AND REPLACE SAID !. PIPEL.M MATERIALS AND APPURTENANCES BACKFILL, COMPACT AS SPECIFIED HEREIN, AND REMOVE AND REPLY AMY ASPHALT C<INNE'"TS AS'PHA'LT CO}NINN I E P*Vt%X4ff SH Att BE IM f eORgAWE VWW PAVEMENT AS REQUIRED, ALL AT NO ADDITIONAL COST TO THE CITY. THESE CONSTRUCTION NOTES AND THE COUNTY AND STATE ENCROACHMENT AIR VALVE A, L NO n 116 AND SACKILL PERMIT REQUItEMENTa. THE MOST *TRNNOENT SHALL GOVSML CONTRACTOR SHALL SAW CUT PAVEMENT EDGES (1 • MIiMAUM EACH *IDE OF KOWOFIE PIPELINE MATERIALS FOR THE WATERLINE; SHALL BE UE AM W dLIM W WELDED STEEL CONTRACTOR 1* ADVISED THAT ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL MAY BE TRENCH) TO STRAIGHT, NEAT, VERTICAL EDGES, EITHER PERPENDICULAR TO Oil PIPE. THE 3C' 1AIATFRLU�IE iAiiiiGiiS!lALL l!iAYE A SUM 1A�ALL T� 0! ENCOUNTERED DURING TRENCHING OPERATIONS. WHERE SUCH MATERIAL 1* ENCOUNTERED, PARALLEL WITH THE TRENCH. ALL EXISTING PAVEMENT ADJACENT TO THE _ 0.1 a04'. CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE CITY, EXCAVATE SAID ROCK OR TRENCH THAT IS DAMAGED, UNDERMINED, OR SCARRED AS DETERMINED BY THE Q THRUST BLOCK RESTRA#R 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 SUITABLE BEDDING AND BACKFILL MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENT& SUBGRADE TO PR.QPF.R GRADE AND CONFACT LT TO 9ft RELATIVE COArACTXM O SEWER MANHOLE CONTRACTOR SHALL NOT DISPOSE OF SUCH MATERIAL ON VACANT, PRIVATE OR PUBLIC PROPERTY MINIMUM. 171'r-riLl.�^ A r%r-O%l AIMU-M ire% A- A ftMfi^ A -r lcWITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER AND THE CITY. TRENCH BACKFILL, MANwAY MATERIAL SHALL BE EITHER COQ imp #MAT614AAL OR SELGCT NATAS MATERIAL T1FMClQNESIS Am (SCREENED OR WASHED). UTILITY IN I LRF LKEFtCE FL ►lid. XPI�R TE PERMANENT ASPHALT CONCRE'T'E PAVEMEN I SHALL CONS1S I Of A BASE COURU LOCATION OF INTERFERENCE WITH TYPE Of NC'�- AND A FINISH COURSE HOT PLACED TO Ow THICKNESS MINIMUM PLACED OVER On UTILITY INDICATED BY AMREWATKIMI BELOW. C46 OF CRUSHED AGGREGATE BASE AS DEFINED BY SSPVVC SECTION 200.2.2 AND .9 ------ - -- N1COMPACTED TO 99% RELATIVE COMPACTION 11100AW � o tit%KLvi C• mei �,� ATHM 3) ASPHALT CONCRETE PAVEMENT SPECIFICATIONG TRENCH BACKFILL, AND PIPE ZONE BACKFILL SHALL BE COMPACTED TO 49% RELATIVE COMPACTION Alt AHEAD (STATION04) VALVES 17 AND LARGER SHALL BE BUTTERFLY VALVES IN ACCORDANCE WITH AWWA C --S" MiNIMUM AFTER ALL SHEETING, SHORING, OR SHIELDS HAVE BEEN REMOVED. THE BASE COURSE SKA L BE PLACED IN TWO LIFTS. BOTH LIFT* MAY BE PLAN (LATEST). VALVES 10' AND SMALLER SHALL K FLANGED RI SIL TENT SEAT WEDGE VAI VES I!1 _ � WITH A BLADE AND ROLLER. THE FINISH COURSE SHALL HAVE A MINIMUM AP ANGLE POINT ACCORDANCE WITH AWWA C-50i1(LATEST). THICKNESS OF 1-1l2" AND SHALL BE PLA"W W 1W A MECHANICAL SPREADING AND PAVING MACHINE. INC BEGINO G CURVE CONTRACTOR SHALL NOTIFY CiTY WHEN ANY SEGMENT Of SACKFILL IS COMPLETE AND READY FOR COMPACTION TESTING. AFTER SUCH NOTIFICATION, CITY WILL HAVE ALL NECESSARY TESTS MADE THE FINISM COURSE S"A-L * N rOM V id1RirM11AdM• e'S SMft 9ry WIVIEWLY VXVI[ BEI BY A SOILS ENGINEER OF ITS CHOODOW CITY WILL PAY FOR ALL PASS" T"TNI. C<WTiMQTQn BE STRAIGHT AND PARALLEL WITH TRENCH, AND EDGES SHALL BE FEATHERED TO SHALL PAY FOR ALL FAILING TESTS. MEET EXISTING PAVEMENT. THE PAVEMENT SEAL COAT *MALL BE EXTBADEQ TWO w BACK (STATiOIMING) FiET M*46*AA BN"sVQ" PAViMfiaNT EDGE. COMPAC 110 TESTS VVTLL BE TAKEN IN TME PIPE zw1'Its, iN TM dACKPRt ASOW TME FIFE tc�iNE, Aft CATV CAKE TELEVISION IN THE SUBGRADE AT 300' INTERVALS MAXIMUM. IN ADDITION, COMPACTION TESTS MAY BE TAKEN a TRAFFIC STRIPMitil ALONG ALL PIPELINE APPURTENANCES. CONTRACTOR SHALL ASSIST, AT NO ADDITIONAL COST TO ALL TRAFFIC *TRIPMN<G AND PAVEMENT MARKINGS DAMAGED OR REMOVED DUAMND CL pmTro g CITY, SOILS ENGINEER IN TAKING ALL COMPACTION TESTS. CONTRACTOR SHALL FURNISH ALL 11�11111111ks Am EQUIPMENT (INCLUDING SHORING), LABOR, AND MATERIALS NEEDED FOR SUCH ASSISTANCE CONSTRUCTION SHALL BE REPAIRED OR REPLACED WITH TEMPORARY STRIPING OA ( CENTERINNE COMPACTION TESTING SHALL BE COMPLETED AND ACCEPTED BY CITY PRIOR TO MARKINGS SY METHOD APPROVED BY CITY PRIOR TO REOPENING OPENG STREET T4 TRAFFIC. HYDROSTATICAAAVAGE TESTING OF THE 1-40TNiiiLiNEi„ � CML CEMENT MORTAR LIMED E WITHIN THREE DAYS OF PLACEMENT OF FINAL ASPHALT CONCRETE PAVE'11EW, Am= tAA1ff'LA'% qp J%w ^R- AN-LIWW- a F%h ma%f-ra BALM dbAAA A A Jll� lft�. C -- TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED OR REPLACED IM �„� CEMENT MORTAR LAiN1� S C QAM T, TRAFFIC CONTROL AND STREET STORATI0 (Cl ACCORDANCE WR"H CITY SPECI'ICA=Tmm DS, AND PERMITS. (WELDED STEEL PIPE) REIVCOUNTY, AND STATE P�AiT REQ#ZS SKA LL G� W&R�N IF MOPS ♦ ANlJ1 !~ CSF COR!lENLATE! STf.EI Pf!'t STRLNGENT) PRIOR TO CONSTRUCTION OF AIR VALVE INSTALLATIONS, BLOWOFF INSTALLATIONS, C.T.F. cuT-TO–FW A. TRAFFIC CONTRCiI AND CONNECTIONS TO THE EXISTING SYSTEM, CONTRACTOR SHALL EXCAVATE AND EXPO EXISTING UTILITIES AND REQUIRED CONNECTION POINTS TO DETERMINE EXACT LOCATION OF SACK 0 DIAMETER ALL CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL COMPLY WITH IN ADDITION, FOR EACH CONNECTION LOCATION, CONTRACTOR SHALL DETERMINE OUTSIDE CONTRACT DOCUMENTS. TRAFFIC CONTROL REQUIREMENTS MAY BE MODIFIED BY THE DIAMETER AND TYPE OF EXISTING PIPE FOR EACH CONNECTION. CONTRACTOR SHALL FURNISH 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 INSTALLATION18 TRAFFIC CONTROL AS MODIFIED BY THE CITY, COUNTY, OR STATE. THROUGHOUT EACH NECESSARY TO CLEAR (a" CLEARANCE MINIMUM) ALL EXISTING UTILITIES OR INTERFERENCES, ALL Et DO CUM Alklf%� fkAja n nl� 95 rj% ffl%m-w&� A AN AlkA fifambAf Mac WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADE!` BASED ON CONTRACTOR'S FIELD MEASUREMENTS AND ALL AT NO ADDITIONAL COST. AIR VALVE ARROWBOARDS, AND DELINEATOiiF AND SHALL L WNTANN SANuIE IN W49 PIPING SHALL HAVE A CONTINUOUS UPSLOPE FROM MAIN LINE PIPELINE TO AIR VALVt BLOVYOFP FG FINISH GRADE THE CONTRACT DOCUMENTS. PIPING SHALL BE LEVEL OR HAVE A CONTINUOUS DOWNISLOPE PALM M0IMILMiE PIPidAd T6 Alk Gs CTLOAN PLPMG SHALL NOT HAVE ANY HIGH SPOTS. FN FIRE HYDRANT • ALL REMOVED OR DAMAGED CUM, GUTTER, SIDEWALK, AND LANDSCAPING SHALL BE REPLACED Ai na F1AMM CONTRACTOR SHALL PROTECT IN PLACE OR REMOVE AND REPLACE ALL EXISTING UTTLRTES OWAMMOYCRY. R LII AND PUBLIC AND PRIVATE IMPROVEMENTS UNLESS OTHERWISE NOTED INCLUDING, BUT NOT LIMITED TO, ALL BERMS, CONCRETE PAVEMENT, ASPHALT CONCRETE PAVEMENT. A GRADWO FWJ FULLY WELDED JOPM WALKWAYS, CROSS -GUTTERS, SPANDRELS, DRIVEWAYS, STORM DRAINS, LIGHTS. LANDSCAPING, LANDSCAPING MATERIALS, LANDSCAPING IRRIGATION SYSTEMS, GRADED A7<T1!"!t WORK COI�tET!'D CONTRACTOR SHALL RESTQ!!E QROLIIN 0 GAS ' SHOULDERS, DRAINAGE SWALES, SLOPES, WALLS, FENCES, POWER POLES, AND SIGN!, SURFACE TO THE SAME ELEVATIONS AND SLOPE AS FOUND PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORRECT OR REPLACE ANY DAMAGED UTILITIES OR IMPROVEMENTS CA *AM PART OF THE CONTRACT WORK AND AT NO ADDITIONAL COST TO CITY. CERTAIN CITY Mt SURVEY RESTOWID GilOUiID SURFACE TO CONFM A ITS ELEVATION ANSI SLOPE. M EXISTING IMPROVEMENTS ARE SPECIFIED ON THE CONSTRUCTION DRAWINGS BE PROTECTED IN PLACE OR REMOVED AND REPLACED. CONTRACTOR SHALL PROTECT IN ADDITIONAL SURVEYS ARE REQUIRED BY CITY TO CONFIRM PROPER RESTORATION OF GROUND Go GRADE BREAK PLACE OR REMOVE AND REPLACE ALL EXISTING PUBLIC AND PRIVATE IMPROVEMENTS SURIFACE, CONTRACTOR !t`NALL PAY FOR SAID ADONTIONNAI SI/RVEY& Gm GALVANIZED MM PM[ WHETHER THEY ARE SPECIFICALLY NOTED ON THE CONSTRUCTION DRAWINGS OR NOT. ALL CURBS, GUTTERS, AND SIDEWALKS TO BE REPLACED SHALL BE COMPLL:Tt:.p IAIITlNlM HIS W MR IIOAiZONTAL ►OMNI NWLgCTM E. TEST PRESSURE SEVEN DAYS OF ACCEPTABLE TESTING OF THE PIPELINES. ALL WATERLINE* FiTTINOSti AND APPURTENiANCU SMALL BE TESTED AT 2W PM MI i iLiAMNA REPLACEMENT OF C4liMS ANO GLITTER, C4NTRl4CTOR lifAl�. REPLACE sECT1oNG ~ v uNEAR FEET 3 U. ACCORDANCE WITH THE BASIC PIPELINE SPECiFICATKNNi. VALVE* SHALL BE CAPABLE OF OF CURB AND GUTTER BETWEEN CONSTRUCTION JOINTS. WHERE AIR VALVES Oft Jo ^ o PLAIN END SAID TEST PRESNILNlE Mr A CLOUD POMTION11. BLOWOFFS WILL BE INSTALLED IN EXISTING CONCRETE OR ASPHALT CONCRETE 0 ry s 2 , PAVEMENT AREAS, CONTRACTOR SHALL REMOVE AND REPLACE SECTIONS OF SIDEWALK CK w N 3 0 CAOR ASPHALT CONCRETE PAVEMENT AREAS AS REQUIRED TO ACCOMMODATE SAID 8 = c� C� (� ' APPURTENANCES. AREAS SHALL BE SAW CUT AND SIDEWALKS SHALL BE REMOVED IN 0 -� ►_-. �' s p Vf S < N COMPLETE PANEL*. IF COLORED SIDEWALK IS REMOVED. CONTRACTOR SHALL REPLACE � Sm SAN BERNARDINO COUWY FLM C4NTR41 DISTRCIT F. WITH GORED SIDEWALK TO MATCH EXISTING. z o z0 J WHERE PIPELINES OR APPURTENANCES ARE CONSTRUCTED UNDERNEATH EXISTIi+q N WELDED STEEL. PIPE JOINT* SHALL BE FULLY WELDED AT LOCATIONS SHOWN ON THE o0 a D � o `` Ru RESTRAINED JOINT ©FiAWNNC.ii. CONCRETE SPANDRELS OR CROSS GUTTERS, CONTRACTOR SHALL REMOVE AND REPLACE +1 W 0 Ct SAiD SPANDRELS OR CROSS GUTTERS. SPANDRELS OR CROSS GUTTERS SHALL BE SAW 0 o w a o N CUT AT EXISTING CONSTRUCTION JOINTS AND REMOVED UNLESS DIRECTED OTHERWISE a+o z 0 �_ : SEWER CONSTRUCTION TOLERANCES BY CRY. v - 0= °' Z W so SLOPE THE WATERLINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE NAMTX M ARE WITHIN a d 0.1 OF DESIGN FLOW LINE ELEVATIONS. (0)u v> W E a� SD STORM DRAM PIPELINES, WHEN iC� YAC INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN! ,SIM SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE GINE*ARE WITHIN 0.11 OF DESIGIN PIPELINE CENTERLINES,..,ccr.0...r1dV w rT d T e ►., d ...r w..n U/ATPD i Nuc uwvr o cu 30` WATER LINE BY OTHERS �/( PROPOSED 30" WATER LINE T TELEPHONE r%r. r!hI71r%IdlMr*M "r^ in 4111111' CONSTRUCTION SHAH CONFORM WiTH CONSTRUCTION DRAWING* IN ACCORDANCE WR1"N THE T(F0) TELEPHONE FILER OPTIC CAKE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST CITY AS REQUIRED TO CONFIRM 10't T71 TRAFFIC ' COMPLIANCE WITH CONSTRUCTION TOLERANCES. CONTRACTOR SHALL MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENT* AS DETERMINED SY CiTY. _ T� TYPIC CONTitACTOR SHALL, As A AtNMft HAVE ACCOMPLISHED BY THE END OF EACH w(M CONNECTION DETAIL STA.1$ + 9 O *A L UTNJTM DAY THE FOLLOWING: N.T.S. LINK uNrcNowN uTnm WHERE UNDERGROUND UTILITY FACILITIES (CONDUCTORS OR CONDUITS FOR WATER, GAS, SEWER. 1) REMOVAL OF ALL DEBRIS AND CONSTRUCTION MATERIAL* FROM PUBLIC STRIV% iaOT'ES: w WATER TELEPHONE, ELECTRIC POWER, CABLE TELEVISION, OR OTHER UTILITIES) ARE SHOWN ON THESE CONSTRUCTION RIGHTS-OF-WAY, AND PRIVATE PROPERTY. DRAWINGS, CONTRACTOR SHALL ASSUME THAT A SERVICE LATERAL FROM EACH UTILITY FACILITY 1. PRIOR TO CONSIRUC C011rTW TV, t 3"*Lt Egli A"15 EXV�W we WELm STM P" EXTEiNtls TO EVERY PARCEL OR PROPERTY WINETHfR OA NOT A SERVICE LJITEAAL M SHOVAiL 2) REMOVAL OF ALL TRAFFIC CONTROL EXCEPT TRAFFIC CONTROL REQUIRED FOR EXISTING 30" WATERLINE AT THE CONNECTION POINT TO DETERMINE EXACT SAFETY. LOCATION (HORIZONTAL AND VERTICAL) AND OUTSIDE DIAMETER OF SAIF. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST CONTRACTOR SHALL INSTALL 30" PIPELINE SO FLOWLINE ELEVATION AT STA, X:Y X HORIZ. TO Y VERY. UNDERGROUND SERVICE ALERT (14IW422-41M) AND NON-MEMBER COMPANIES, OR UTILITIES TO FILM FILALL EXCAVATIONS MTN COMPACTED BACKFILL AND PLACEMENT OF r 19+00.00 MATCHES THE FLOWLINE ELEVATION OF THE EXISTIIG 30- PIPE MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES INCLUDING. MINWJM TEMPORARY ASPHALT CONCRETE PAVEMENT (WHERE EXISTING LINE AT STA, 18+110*. Nw M a_ BUT NOT LIMITED TO, STRUCTURE* INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS, AND ASPHALT CONCRETE PAVEMENT WAS REMOVED), COMPACTED AND ROLLED N1 2. AFTER 30" PIPELINE HAS BEEN DISINFECTED, TESTED. AND ACCEPTED BY SERVICE CTWNG. SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT OF 1,00© CONSTRUCTION, OR A MINAHEAD OF TRENCHCITY, CONTRACTOR SHALL REMOVE 30" BLIND FLANGES. AND INSTALL CON - AT LEANT 10 DAY: IN ADVANCE OFIMUM Mi4 TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH NECTION PIPING (FURNISHED BY CITY) BETWEEN STATIONS 18+90* AND 19+00-M AND FLUSH WITH ADJACENT PAVEMENT, ROLL.+GNii NliTii A GTNiiI NfNiiiL.Gii CONTRACTOR SHALL INSTALL ALL CONNECTION PIPING. BUTTSTRAPS, FLANG1R CONTRACTOR SHALL EXCAVATE, EXPOSE, AND DETERMINE ("POTHOLE') THE EXACT LOCATION AND PAVEMENT ROLLER, AND PROPERLY MAINTAINED. AND FITTINGS AS REQUIRED BASED ON CONTRACTOR'S FIELD MEASUREMENTS DEPTH OF EACH AND EVERY POTENTIAL INTERFERENCE, INCLUDING, BUT NOT LIMITED TO, ALL TO COMPLETE CONNECTION PIPING. FACILITIES SHOWN SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR WHICH HAVE * CtERiVM (1iMUDIN SWEEPIN AM WASMNIS ALL STR'EM, DRR12'IMlk�. BEEN MARKED BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS CAUSED BY CONTRACTOR'S GUTTERS, SIDEWALKS, BIKEWAYS, TRAILWAYS, AND ALL OTHER WORK AREA& 3. CONNECTION PIPING SHALL BE KEPT CLEAN DURING INSTALLATION AND 944L � FAILURE TO PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL NOT BE ELIGIBL! (CONTRACTOR MAY BE REQUIRED TO WASH ANDIOR SWEEP WORK AREAS MON BE SWAMM WITH CHLORINE BEFORE INSTALUATKK FOR EXTRA WORK COMPENSATION Oft TWA EXTENSION. THrW OMM A DAY AG DETERMO 3 AND /AS DWaCT&D GY CITY.) 4. IF THE 30" WATER LINE BY OTHERS ENDING AT STA, 18+90t IS NOT COMPLETE, CONTRACTOR SHALL BEGIN CONSTRUCTION AT STA. 19+00.00 AND CONTRACTOR WILL NOT BE REQUIRED TO INSTALL SAID CONNECTION, BENCHMARK: CALTRANIII M`011_-IENT P52. 2" BRASS CAP, L.S. 4219 FOR SEC. 23. 24. 24. AND 2R. NATION: 1572.30 BASIS OFF BEARING - THE CENTERUNE 0► SUMMIT AVENUE WAS TAKEN AS N 89058'45" W PER AMENDING MAP, TRACT Ne.15748a FILM 10 MAP W" 2" PAGE 30, REQWN OF SAN BES QD"TY. CAIIFQRMIA. C�PPeo,c. leo [c i>1Ps) BlD 1�1U . SB'3Z'.�T